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HomeMy WebLinkAboutLA204082-19774 Henning Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: MODEL HOME CAPE COD SC PLAN FRONT ELEVATION "ST" 01 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 07/12/2022shutchins 2020 MODEL HOME CAPE COD SC PLAN ELEVATIONS 02 MODEL HOME CAPE COD SC PLAN FOUNDATION 03 Temper See Foundation Plan Sport Court Sheet F-1&F-2 MODEL HOME CAPE COD SC PLAN FIRST FLOOR 04 Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. Provide Top of Wall Connections for BWP Provide Top of Wall Connections for BWP PROVIDE 7/16" MINPLYWOOD/OSB EXTERIOR SHEAHTINGFASTENED TO STUDSw/8d NAILS @ 6" O.C. AT PANEL EDGES &12" O.C. AT INTERIORSUPPORTS MODEL HOME CAPE COD SC PLAN SECOND FLOOR 05 Temper glass if within 60" of tub floor 5 5 5 5 4 4 4 4 MODEL HOME CAPE COD SC PLAN CROSS SECTION A 06 MODEL HOME CAPE COD SC PLAN CROSS SECTION B 07 MODEL HOME CAPE COD SC PLAN CROSS SECTION C 08 MODEL HOME CAPE COD SC PLAN CROSS SECTION D 09 MODEL HOME CAPE COD SC PLAN DETAILS 10 MODEL HOME CAPE COD SC PLAN PORTAL FRAME 11 BYDESCRIPTIONDATEREVISIONS06/25/2021 REVISED PLAN PER BUILDERS REQUEST AR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT: BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:DRAWING NUMBER:WALL BRACING PLAN19774 HENNING AVE. LAKEVILLE, MN 55044ETERNITY HOMESAR MMM TML1/8" = 1'-0" 05/02/2022WB-1 BYDESCRIPTIONDATEREVISIONS06/25/2021 REVISED PLAN PER BUILDERS REQUEST AR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT: BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:DRAWING NUMBER:WALL BRACING PLAN19774 HENNING AVE. LAKEVILLE, MN 55044ETERNITY HOMESAR MMM TML1/8" = 1'-0" 05/02/2022WB-2 BYDESCRIPTIONDATEREVISIONS06/25/2021 REVISED PLAN PER BUILDERS REQUEST AR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT: BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:DRAWING NUMBER:WALL BRACING PLAN19774 HENNING AVE. LAKEVILLE, MN 55044ETERNITY HOMESAR MMM TML1/8" = 1'-0" 05/02/2022WB-3 xxxxxBYDESCRIPTIONDATEREVISIONS06/25/2021 REVISED PLAN PER BUILDERS REQUEST AR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT: BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 19774 HENNING AVE. LAKEVILLE, MN 55044ETERNITY HOMESTML TML TML1/8" = 1'-0" 05/02/2022FR-02 BYDESCRIPTIONDATEREVISIONS06/25/2021 REVISED PLAN PER BUILDERS REQUEST AR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT: BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 19774 HENNING AVE. LAKEVILLE, MN 55044ETERNITY HOMESTML TML TML1/8" = 1'-0" 05/02/2022FR-03 BYDESCRIPTIONDATEREVISIONS06/25/2021 REVISED PLAN PER BUILDERS REQUEST AR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070PH: 281.351.0048 FAX: 281.351.0148SECTION:LOT: BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 19774 HENNING AVE. LAKEVILLE, MN 55044ETERNITY HOMESTML TML TML1/8" = 1'-0" 05/02/2022FR-03.1 Alpine, an ITW Company 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 www.alpineitw.com Site Information:Page 1: Customer: Emmerich Wood Products, Inc.Job Number: 9093 Job Description: Cape Cod SC Address: 19774 Henning Ave, Lakeville, MN 55044 Job Engineering Criteria: Design Code: MN IRC 2015 IntelliVIEW Version: 20.02.01A JRef #: 1XGK70640005 Wind Standard: ASCE 7-10 Wind Speed (mph): 115 Design Loading (psf): 52.00, 55.00 Building Type: Closed This package contains general notes pages, 103 truss drawing(s) and 11 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 171.22.1557.30638 FA01 2 171.22.1557.31904 FA02 3 171.22.1557.31060 FA03 4 171.22.1557.33841 FA04 5 171.22.1557.30200 FA05 6 171.22.1557.45982 FA05A 7 171.22.1557.45513 FA06 8 171.22.1557.32716 FA07 9 171.22.1557.27435 FA08 10 171.22.1557.29045 FA09 11 171.22.1557.38763 FA10 12 171.22.1557.33341 FA11 13 171.22.1557.32872 FA12 14 171.22.1557.44154 FB01 15 171.22.1557.42966 FB02 16 171.22.1557.41716 FB03 17 171.22.1557.40560 FB04 18 171.22.1557.31497 FB05 19 171.22.1557.28263 FB06 20 171.22.1557.30091 FB07 21 171.22.1557.37575 FB08 22 171.22.1557.32529 FB09 23 171.22.1557.28170 FB10 24 171.22.1557.30341 FB11 25 171.22.1557.34405 FB12 26 171.22.1557.34591 A01 27 171.22.1557.44013 A02 28 171.22.1557.30607 B01 29 171.22.1557.32122 C01 30 171.22.1557.31279 C02 31 171.22.1557.46044 C03 32 171.22.1557.44419 C04 33 171.22.1557.35247 D01 34 171.22.1557.28169 D02 35 171.22.1557.37341 D03 36 171.22.1557.45607 E01 37 171.22.1557.29872 E02 38 171.22.1557.42997 E03 39 171.22.1622.30920 E04 40 171.22.1557.45435 E05 41 171.22.1557.45153 E06 42 171.22.1557.42294 E07 43 171.22.1557.45622 E08 44 171.22.1557.33997 E09 45 171.22.1557.39107 EJ01 46 171.22.1557.35888 EJ02 47 171.22.1557.31716 EJ03 48 171.22.1557.38263 EJ04 49 171.22.1557.33357 EJ05 50 171.22.1557.29217 EJ06 #%INDEX?$ 06/20/2022 Alpine, an ITW Company 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 www.alpineitw.com Site Information:Page 2: Customer: Emmerich Wood Products, Inc.Job Number: 9093 Job Description: Cape Cod SC Address: 19774 Henning Ave, Lakeville, MN 55044 Item Drawing Number Truss Item Drawing Number Truss 51 171.22.1557.35060 EJ07 52 171.22.1557.34406 EJ08 53 171.22.1557.35372 EJ09 54 171.22.1557.34513 EJ10 55 171.22.1557.28873 EJ11 56 171.22.1557.38544 EJ12 57 171.22.1557.29529 EJ13 58 171.22.1557.46325 EJ14 59 171.22.1557.45825 EJ15 60 171.22.1557.44810 EJ16 61 171.22.1622.33923 EJ17 62 171.22.1557.35857 EJ18 63 171.22.1557.33513 EJ19 64 171.22.1557.36388 F01 65 171.22.1557.29419 F02 66 171.22.1557.33232 F03 67 171.22.1557.37310 F04 68 171.22.1622.44133 G01G 69 171.22.1557.43169 G02 70 171.22.1622.53293 G03 71 171.22.1622.56297 H01 72 171.22.1557.29747 H02 73 171.22.1557.28529 H03 74 171.22.1557.27388 HDG01 75 171.22.1623.00080 R01 76 171.22.1557.28747 R02 77 171.22.1623.03400 R03 78 171.22.1557.41997 SJ01 79 171.22.1557.28216 SJ02 80 171.22.1557.37857 SJ03 81 171.22.1557.34951 SJ04 82 171.22.1557.33044 SJ05 83 171.22.1557.29216 SJ06 84 171.22.1557.34075 SJ07 85 171.22.1557.39575 V01 86 171.22.1557.29700 V02 87 171.22.1557.31108 V03 88 171.22.1557.27466 V04 89 171.22.1557.36263 V05 90 171.22.1557.31638 V06 91 171.22.1557.34857 V07 92 171.22.1557.37044 V08 93 171.22.1557.28654 V09 94 171.22.1557.43685 A03G 95 171.22.1557.44763 I01G 96 171.22.1557.43857 W01 97 171.22.1557.33779 W02 98 171.22.1557.35513 W03 99 171.22.1557.40607 W04 100 171.22.1557.30794 W05 101 171.22.1625.50987 W06 102 171.22.1557.32232 W07 103 171.22.1557.32404 W08 104 A11515ENC101014 105 A11530ENC101014 106 BRCLBSUB0119 107 DEFLCAMB1014 108 GABRST101014 109 GBLLETIN0118 110 STRBRIBR1014 111 VAL160101014 112 160TL 113 CNNAILSP1014 114 RIGINSRT1014 #%INDEX?$ 06/20/2022 General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 #%NOSEAL?$ General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 #%NOSEAL?$ References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL 60025; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com. Page 3 of 3 #%NOSEAL?$ **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 1650f-1.5E;Bot chord: 4x2 SPF #1/#2; B2 4x2 SPF 2100f-1.8E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.75" DL: 0.42". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1152 /-/-/-/-/- O 1152 /-/-/-/-/- W Brg Wid = 5.0 Min Req =1.5 O Brg Wid = 5.0 Min Req =1.5 Bearings W & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3392 C - D 0 -3392 D - E 0 -5149 E - F 0 -5149 F - G 0 -5316 Chords Tens.Comp. G - H 0 -5316 H - I 0 -5316 I - J 0 -3888 J - K 0 -3888 K - L 0 -913 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. W -V 1901 0V - U 1901 0 U - T 4459 0 T - S 5420 0 Chords Tens.Comp. S - R 4789 0R - Q 2562 0 Q - P 2562 0 P - O 825 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. W -B 0 -2170 B - U 1702 0 U - D 0 -1217 D - T 788 0 S - I 601 0 Webs Tens.Comp. I - R 0 -1029 R - K 1513 0 K - P 0 -1894 P - L 973 0 L - O 0 -1422 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.770 F 406 360 VERT(TL):1.204 F 259 240 HORZ(LL):0.096 B - - HORZ(TL):0.150 B - - Creep Factor: 1.5 Max TC CSI:0.588 Max BC CSI:0.747 Max Web CSI:0.842 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA01 Ply: 1 Qty:5 SEQN:126949 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T10 / DrwNo:171.22.1557.30638 /BM 06/20/2022 B2 3"8 26'5" 3" 2'5"4 2'6"(TYP)2'6"12 11" 3"1'6"++ A B C D E F G H I J K L M OPQRSTUVW 1.5X3 4X10 5X12 W=3X8 5X12 4X7 3X8 3X4 W=3X7 3X7 3X7 4X12 W=3X8 4X12 6X8 4X5 5X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 1650f-1.5E;Bot chord: 4x2 SPF #1/#2; B2 4x2 SPF 2100f-1.8E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.75" DL: 0.42". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1152 /-/-/-/-/- O 1152 /-/-/-/-/- W Brg Wid = 5.0 Min Req =1.5 O Brg Wid = 5.0 Min Req =1.5 Bearings W & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3392 C - D 0 -3392 D - E 0 -5149 E - F 0 -5149 F - G 0 -5316 Chords Tens.Comp. G - H 0 -5316 H - I 0 -5316 I - J 0 -3888 J - K 0 -3888 K - L 0 -913 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. W -V 1901 0V - U 1901 0 U - T 4459 0 T - S 5420 0 Chords Tens.Comp. S - R 4789 0R - Q 2562 0 Q - P 2562 0 P - O 825 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. W -B 0 -2170 B - U 1702 0 U - D 0 -1217 D - T 788 0 S - I 601 0 Webs Tens.Comp. I - R 0 -1029 R - K 1513 0 K - P 0 -1894 P - L 973 0 L - O 0 -1422 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.770 F 406 360 VERT(TL):1.204 F 259 240 HORZ(LL):0.096 B - - HORZ(TL):0.150 B - - Creep Factor: 1.5 Max TC CSI:0.588 Max BC CSI:0.747 Max Web CSI:0.842 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA01 Ply: 1 Qty:5 SEQN:126949 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T10 / DrwNo:171.22.1557.30638 /BM 06/20/2022 B2 3"8 26'5" 3" 2'5"4 2'6"(TYP)2'6"12 11" 3"1'6"++ A B C D E F G H I J K L M OPQRSTUVW 1.5X3 4X10 5X12 W=3X8 5X12 4X7 3X8 3X4 W=3X7 3X7 3X7 4X12 W=3X8 4X12 6X8 4X5 5X7 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 1650f-1.5E;Bot chord: 4x2 SPF 2100f-1.8E; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.00 to 80 plf at 28.17 BC: From 8 plf at 0.00 to 8 plf at 28.29TC: 1387 lb Conc. Load at 0.00 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 2830 /-/-/-/-/- P 1116 /-/-/-/-/- W Brg Wid = 5.5 Min Req =1.5 P Brg Wid = 5.0 Min Req =1.5 Bearings W & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2153 0 B - C 2153 0 C - D 854 -2685 D - E 854 -2685 E - F 0 -4616 F - G 0 -4616 Chords Tens.Comp. G - H 0 -4947 H - I 0 -4947 I - J 0 -4947 J - K 0 -3686 K - L 0 -3686 L - M 0 -875 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. W -V 1116 -1488 V - U 3837 -365 U - T 3837 -365 T - S 4969 0 Chords Tens.Comp. S - R 4504 0 R - Q 2444 0 Q - P 791 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - W 0 -2587 W -C 0 -2306 C - V 1940 0 V - E 0 -1460 E - T 1038 0 T - G 0 -549 Webs Tens.Comp. S - J 506 -63 J - R 0 -934 R - L 1417 0 L - Q 0 -1802 Q - M 928 0 M - P 0 -1365 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.586 G 533 360 VERT(TL):1.182 G 264 240 HORZ(LL):0.063 C - - HORZ(TL):0.133 C - - Creep Factor: 1.5 Max TC CSI:0.800 Max BC CSI:0.685 Max Web CSI:0.960 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA02 Ply: 1 Qty:8 SEQN:126951/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T9 / DrwNo:171.22.1557.31904 /BM 06/20/2022 3"8 3"8 1'11"8 26'5"8 2'0"12 2'6"(TYP)2'6"12 11" 3" 28'5"1'6"++ A B C D E F G H I J K L M N PQRSTUVWX 1.5X3 1.5X3 5X12 5X16 5X12 5X16 4X8 W=H0312 4X10 3X4 W=3X7 3X7 3X7 4X12 4X10 6X8 4X5 5X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 1650f-1.5E;Bot chord: 4x2 SPF 2100f-1.8E; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.00 to 80 plf at 28.17 BC: From 8 plf at 0.00 to 8 plf at 28.29TC: 1387 lb Conc. Load at 0.00 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 2830 /-/-/-/-/- P 1116 /-/-/-/-/- W Brg Wid = 5.5 Min Req =1.5 P Brg Wid = 5.0 Min Req =1.5 Bearings W & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2153 0 B - C 2153 0 C - D 854 -2685 D - E 854 -2685 E - F 0 -4616 F - G 0 -4616 Chords Tens.Comp. G - H 0 -4947 H - I 0 -4947 I - J 0 -4947 J - K 0 -3686 K - L 0 -3686 L - M 0 -875 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. W -V 1116 -1488 V - U 3837 -365 U - T 3837 -365 T - S 4969 0 Chords Tens.Comp. S - R 4504 0 R - Q 2444 0 Q - P 791 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - W 0 -2587 W -C 0 -2306 C - V 1940 0 V - E 0 -1460 E - T 1038 0 T - G 0 -549 Webs Tens.Comp. S - J 506 -63 J - R 0 -934 R - L 1417 0 L - Q 0 -1802 Q - M 928 0 M - P 0 -1365 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.586 G 533 360 VERT(TL):1.182 G 264 240 HORZ(LL):0.063 C - - HORZ(TL):0.133 C - - Creep Factor: 1.5 Max TC CSI:0.800 Max BC CSI:0.685 Max Web CSI:0.960 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA02 Ply: 1 Qty:8 SEQN:126951/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T9 / DrwNo:171.22.1557.31904 /BM 06/20/2022 3"8 3"8 1'11"8 26'5"8 2'0"12 2'6"(TYP)2'6"12 11" 3" 28'5"1'6"++ A B C D E F G H I J K L M N PQRSTUVWX 1.5X3 1.5X3 5X12 5X16 5X12 5X16 4X8 W=H0312 4X10 3X4 W=3X7 3X7 3X7 4X12 4X10 6X8 4X5 5X7 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 1650f-1.5E;Bot chord: 4x2 SPF 1650f-1.5E; B2 4x2 SPF 2100f-1.8E;Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 80 plf at 0.00 to 80 plf at 27.75BC: From 8 plf at 0.00 to 8 plf at 27.88TC: 1387 lb Conc. Load at 0.00 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 2814 /-/-/-/-/- P 1097 /-/-/-/-/- W Brg Wid = 5.5 Min Req =1.5 P Brg Wid = 3.5 Min Req =1.5 Bearings W & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2155 0 B - C 2155 0 C - D 865 -2623 D - E 865 -2623 E - F 0 -4489 F - G 0 -4489 Chords Tens.Comp. G - H 0 -4756 H - I 0 -4756 I - J 0 -4756 J - K 0 -3431 K - L 0 -3431 L - M 0 -553 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. W -V 1083 -1494 V - U 3741 -381 U - T 3741 -381 T - S 4810 0 Chords Tens.Comp. S - R 4281 0 R - Q 2157 0 Q - P 467 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - W 0 -2590 W -C 0 -2276 C - V 1910 0 V - E 0 -1425 E - T 1004 0 T - G 0 -515 Webs Tens.Comp. S - J 543 -57 J - R 0 -969 R - L 1455 0 L - Q 0 -1841 Q - M 948 0 M - P 0 -1237 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.559 G 550 360 VERT(TL):1.135 G 270 240 HORZ(LL):0.062 C - - HORZ(TL):0.130 C - - Creep Factor: 1.5 Max TC CSI:0.800 Max BC CSI:0.802 Max Web CSI:0.945 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA03 Ply: 1 Qty:2 SEQN:126953/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T11 / DrwNo:171.22.1557.31060 /BM 06/20/2022 B23"8 3"8 1'11"8 26'0"8 2'0"12 2'6"(TYP)2'6"12 6" 3" 28'1'6"++ A B C D E F G H I J K L M N PQRSTUVWX 1.5X3 1.5X3 5X12 5X16 5X12 5X16 4X8 W=H0312(I)4X10 3X4 W=3X7 3X7 3X7 4X12 4X12 6X8 3X5 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 1650f-1.5E;Bot chord: 4x2 SPF 1650f-1.5E; B2 4x2 SPF 2100f-1.8E;Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 80 plf at 0.00 to 80 plf at 27.75BC: From 8 plf at 0.00 to 8 plf at 27.88TC: 1387 lb Conc. Load at 0.00 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 2814 /-/-/-/-/- P 1097 /-/-/-/-/- W Brg Wid = 5.5 Min Req =1.5 P Brg Wid = 3.5 Min Req =1.5 Bearings W & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2155 0 B - C 2155 0 C - D 865 -2623 D - E 865 -2623 E - F 0 -4489 F - G 0 -4489 Chords Tens.Comp. G - H 0 -4756 H - I 0 -4756 I - J 0 -4756 J - K 0 -3431 K - L 0 -3431 L - M 0 -553 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. W -V 1083 -1494 V - U 3741 -381 U - T 3741 -381 T - S 4810 0 Chords Tens.Comp. S - R 4281 0 R - Q 2157 0 Q - P 467 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - W 0 -2590 W -C 0 -2276 C - V 1910 0 V - E 0 -1425 E - T 1004 0 T - G 0 -515 Webs Tens.Comp. S - J 543 -57 J - R 0 -969 R - L 1455 0 L - Q 0 -1841 Q - M 948 0 M - P 0 -1237 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.559 G 550 360 VERT(TL):1.135 G 270 240 HORZ(LL):0.062 C - - HORZ(TL):0.130 C - - Creep Factor: 1.5 Max TC CSI:0.800 Max BC CSI:0.802 Max Web CSI:0.945 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA03 Ply: 1 Qty:2 SEQN:126953/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T11 / DrwNo:171.22.1557.31060 /BM 06/20/2022 B23"8 3"8 1'11"8 26'0"8 2'0"12 2'6"(TYP)2'6"12 6" 3" 28'1'6"++ A B C D E F G H I J K L M N PQRSTUVWX 1.5X3 1.5X3 5X12 5X16 5X12 5X16 4X8 W=H0312(I)4X10 3X4 W=3X7 3X7 3X7 4X12 4X12 6X8 3X5 4X5 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; T2 4x2 SPF 1650f-1.5E;Bot chord: 4x2 SPF 1650f-1.5E; B2 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.54" DL: 0.38". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Negative reaction(s) of -309# MAX. from a non-windload case requires uplift connection. See MaximumReactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 960 /-/-/-/-/- U 2125 /-/-/-/-/- S 297 /-309 /-/-/-/- AB Brg Wid = 5.0 Min Req =1.5 U Brg Wid = 3.5 Min Req =1.5 S Brg Wid = 5.0 Min Req =1.5 Bearings AB, U, & S are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1799 C - D 0 -1799 D - E 0 -3470 E - F 0 -3470 F - G 0 -3542 G - H 0 -3542 H - I 0 -2023 Chords Tens.Comp. I - J 0 -2023 J - K 0 -2023 K - L 1154 0 L - M 2941 0 M - N 2941 0 N - O 1163 -309 O - P 1163 -309 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AA- Z 2819 0 Z - Y 3691 0 Y - X 2967 0 X - W 2967 0 Chords Tens.Comp. W -V 647 0 V - U 0 -1244 U - T 0 -1997 T - S 291 -479 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AB- B 0 -1055 B -AA 1643 0 AA- D 0 -1164 D - Z 742 0 Y - H 668 0 H - W 0 -1089 W -K 1580 0 Webs Tens.Comp. K - V 0 -1977 V - L 988 0 L - U 0 -2064 U - N 0 -1481 N - T 1104 0 T - P 21 -781 P - S 587 -358 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.539 G 558 360 VERT(TL):0.880 G 342 240 HORZ(LL):0.073 B - - HORZ(TL):0.120 B - - Creep Factor: 1.5 Max TC CSI:0.769 Max BC CSI:0.854 Max Web CSI:0.813 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA04 Ply: 1 Qty:3 SEQN:126955/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T7 / DrwNo:171.22.1557.33841 /BM 06/20/2022 T2 B2 3"8 25'3"8 9'7"8 3" 5"4 2'6"(TYP)2'6"12 2'0"8 1'10"8 3" 34'11"1'6"A B C D E F G H I J K L M N O P Q STUVWXYZAAAB 1.5X3(**) 4X8 4X12(**) 4X14 4X7 3X8 3X4 3X7 W=H0312 4X6W=3X8 4X12 4X12 6X8 6X8 5X16 4X8 4X10 3X5 3X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; T2 4x2 SPF 1650f-1.5E;Bot chord: 4x2 SPF 1650f-1.5E; B2 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.54" DL: 0.38". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Negative reaction(s) of -309# MAX. from a non-windload case requires uplift connection. See MaximumReactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 960 /-/-/-/-/- U 2125 /-/-/-/-/- S 297 /-309 /-/-/-/- AB Brg Wid = 5.0 Min Req =1.5 U Brg Wid = 3.5 Min Req =1.5 S Brg Wid = 5.0 Min Req =1.5 Bearings AB, U, & S are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1799 C - D 0 -1799 D - E 0 -3470 E - F 0 -3470 F - G 0 -3542 G - H 0 -3542 H - I 0 -2023 Chords Tens.Comp. I - J 0 -2023 J - K 0 -2023 K - L 1154 0 L - M 2941 0 M - N 2941 0 N - O 1163 -309 O - P 1163 -309 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AA- Z 2819 0 Z - Y 3691 0 Y - X 2967 0 X - W 2967 0 Chords Tens.Comp. W -V 647 0 V - U 0 -1244 U - T 0 -1997 T - S 291 -479 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AB- B 0 -1055 B -AA 1643 0 AA- D 0 -1164 D - Z 742 0 Y - H 668 0 H - W 0 -1089 W -K 1580 0 Webs Tens.Comp. K - V 0 -1977 V - L 988 0 L - U 0 -2064 U - N 0 -1481 N - T 1104 0 T - P 21 -781 P - S 587 -358 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.539 G 558 360 VERT(TL):0.880 G 342 240 HORZ(LL):0.073 B - - HORZ(TL):0.120 B - - Creep Factor: 1.5 Max TC CSI:0.769 Max BC CSI:0.854 Max Web CSI:0.813 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA04 Ply: 1 Qty:3 SEQN:126955/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T7 / DrwNo:171.22.1557.33841 /BM 06/20/2022 T2 B2 3"8 25'3"8 9'7"8 3" 5"4 2'6"(TYP)2'6"12 2'0"8 1'10"8 3" 34'11"1'6"A B C D E F G H I J K L M N O P Q STUVWXYZAAAB 1.5X3(**) 4X8 4X12(**) 4X14 4X7 3X8 3X4 3X7 W=H0312 4X6W=3X8 4X12 4X12 6X8 6X8 5X16 4X8 4X10 3X5 3X7 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.22". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at anypoint when panels are 30" or less. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 925 /-/-/-/-/- M 925 /-/-/-/-/- S Brg Wid = 5.0 Min Req =1.5 M Brg Wid = 3.5 Min Req =1.5 Bearings S & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1747 C - D 0 -1747 D - E 0 -3327 E - F 0 -3327 Chords Tens.Comp. F - G 0 -3312 G - H 0 -3312 H - I 0 -3312 I - J 0 -1729 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. R - Q 2721 0 Q - P 2721 0P - O 3503 0 Chords Tens.Comp. O - N 2684 0 N - M 1677 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. S - B 0 -1028 B - R 1593 0 R - D 0 -1112 D - P 691 0 Webs Tens.Comp. O - I 716 0 I - N 0 -1097 N - J 573 0 J - M 0 -1865 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.415 F 604 360 VERT(TL):0.649 F 386 240 HORZ(LL):0.060 M - - HORZ(TL):0.094 M - - Creep Factor: 1.5 Max TC CSI:0.489 Max BC CSI:0.995 Max Web CSI:0.788 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA05 Ply: 1 Qty:1 SEQN:126957/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T4 / DrwNo:171.22.1557.30200 /BM 06/20/2022 3"8 21'3"4 3" 5"4 2'6"(TYP)2'6"12 2'9"4 3"1'6"A B C D E F G H I J K MNOPQRS 1.5X3(**) 4X5 4X12(**) 4X12 3X8 W=H03123X8 3X4 W=3X7 3X8 4X6 4X5 4X7 4X8 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.22". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at anypoint when panels are 30" or less. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 925 /-/-/-/-/- M 925 /-/-/-/-/- S Brg Wid = 5.0 Min Req =1.5 M Brg Wid = 3.5 Min Req =1.5 Bearings S & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1747 C - D 0 -1747 D - E 0 -3327 E - F 0 -3327 Chords Tens.Comp. F - G 0 -3312 G - H 0 -3312 H - I 0 -3312 I - J 0 -1729 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. R - Q 2721 0 Q - P 2721 0P - O 3503 0 Chords Tens.Comp. O - N 2684 0 N - M 1677 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. S - B 0 -1028 B - R 1593 0 R - D 0 -1112 D - P 691 0 Webs Tens.Comp. O - I 716 0 I - N 0 -1097 N - J 573 0 J - M 0 -1865 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.415 F 604 360 VERT(TL):0.649 F 386 240 HORZ(LL):0.060 M - - HORZ(TL):0.094 M - - Creep Factor: 1.5 Max TC CSI:0.489 Max BC CSI:0.995 Max Web CSI:0.788 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA05 Ply: 1 Qty:1 SEQN:126957/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T4 / DrwNo:171.22.1557.30200 /BM 06/20/2022 3"8 21'3"4 3" 5"4 2'6"(TYP)2'6"12 2'9"4 3"1'6"A B C D E F G H I J K MNOPQRS 1.5X3(**) 4X5 4X12(**) 4X12 3X8 W=H03123X8 3X4 W=3X7 3X8 4X6 4X5 4X7 4X8 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.12 to 80 plf at 21.15 BC: From 8 plf at 0.00 to 8 plf at 21.27TC: 749 lb Conc. Load at 16.96 Plating Notes All plates are 2X3 except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Deflection Max JT VERT DEFL: LL: 0.50" DL: 0.28". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 1073 /-/-/-/-/- N 1526 /-/-/-/-/- U Brg Wid = 5.0 Min Req =1.5 N Brg Wid = 3.5 Min Req =1.5 Bearings U & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2067 C - D 0 -2067 D - E 0 -4185 E - F 0 -4185 F - G 0 -4701 Chords Tens.Comp. G - H 0 -4701 H - I 0 -4701 I - J 0 -4318 J - K 0 -2246 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. U - T 406 0T - S 3311 0 S - R 3311 0 R - Q 4627 0 Chords Tens.Comp. Q - P 4352 0P - O 3993 0 O - N 2134 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - B 0 -1188 B - T 1896 0 T - D 0 -1420 D - R 997 0 R - F 0 -505 Webs Tens.Comp. Q - I 398 0 P - J 508 0 J - O 0 -2130 O - K 1243 0 K - N 0 -2577 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: No FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.521 F 481 360 VERT(TL):0.814 F 307 240 HORZ(LL):0.077 N - - HORZ(TL):0.120 N - - Creep Factor: 1.5 Max TC CSI:0.979 Max BC CSI:0.974 Max Web CSI:0.938 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA05A Ply: 1 Qty:1 SEQN:126959 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T1 / DrwNo:171.22.1557.45982 /BM 06/20/2022 3"8 21'3"4 3" 5"4 2'6"(TYP) 1'3"4 2'1"2 1'11"10 3"1'6"++ A B C D E F G H I J K L NOPQRSTU 1.5X3(**) 4X5 5X12(**) 5X16 4X8 W=H03124X10 3X4 W=3X7 3X5 3X4 3X5 5X12 8X8 8X8 6X12 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.12 to 80 plf at 21.15 BC: From 8 plf at 0.00 to 8 plf at 21.27TC: 749 lb Conc. Load at 16.96 Plating Notes All plates are 2X3 except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Deflection Max JT VERT DEFL: LL: 0.50" DL: 0.28". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 1073 /-/-/-/-/- N 1526 /-/-/-/-/- U Brg Wid = 5.0 Min Req =1.5 N Brg Wid = 3.5 Min Req =1.5 Bearings U & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2067 C - D 0 -2067 D - E 0 -4185 E - F 0 -4185 F - G 0 -4701 Chords Tens.Comp. G - H 0 -4701 H - I 0 -4701 I - J 0 -4318 J - K 0 -2246 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. U - T 406 0T - S 3311 0 S - R 3311 0 R - Q 4627 0 Chords Tens.Comp. Q - P 4352 0P - O 3993 0 O - N 2134 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - B 0 -1188 B - T 1896 0 T - D 0 -1420 D - R 997 0 R - F 0 -505 Webs Tens.Comp. Q - I 398 0 P - J 508 0 J - O 0 -2130 O - K 1243 0 K - N 0 -2577 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: No FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.521 F 481 360 VERT(TL):0.814 F 307 240 HORZ(LL):0.077 N - - HORZ(TL):0.120 N - - Creep Factor: 1.5 Max TC CSI:0.979 Max BC CSI:0.974 Max Web CSI:0.938 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA05A Ply: 1 Qty:1 SEQN:126959 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T1 / DrwNo:171.22.1557.45982 /BM 06/20/2022 3"8 21'3"4 3" 5"4 2'6"(TYP) 1'3"4 2'1"2 1'11"10 3"1'6"++ A B C D E F G H I J K L NOPQRSTU 1.5X3(**) 4X5 5X12(**) 5X16 4X8 W=H03124X10 3X4 W=3X7 3X5 3X4 3X5 5X12 8X8 8X8 6X12 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 743 /-/-/-/-/- I 749 /-/-/-/-/- P Brg Wid = 5.0 Min Req =1.5 I Brg Wid = 3.5 Min Req =1.5 Bearings P & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1350 C - D 0 -1350 D - E 0 -2270 E - F 0 -2270 Chords Tens.Comp. F - G 0 -1587 G - H 0 -1587 H - I 0 -577 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 1994 0 N - M 2112 0 Chords Tens.Comp. M - L 623 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. P - B 0 -830B - O 1217 0 O - D 0 -735 F - M 0 -600 Webs Tens.Comp. M - H 1094 0H - L 0 -821 L - I 1022 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.203 E 989 360 VERT(TL):0.317 E 634 240 HORZ(LL):0.030 B - - HORZ(TL):0.047 B - - Creep Factor: 1.5 Max TC CSI:0.354 Max BC CSI:0.640 Max Web CSI:0.602 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA06 Ply: 1 Qty:2 SEQN:126961 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T6 / DrwNo:171.22.1557.45513 /BM 06/20/2022 3"8 17'1"4 3" 5"4 2'6"(TYP)2'6"12 1'0"4 4" 16'9"4 16'9"4 4"1'6"1'3"3" A B C D E F G H I J KLMNOP 1.5X3 2X3 4X5 4X8 2X3 4X10 3X5 2X3 3X5 3X4 2X3 4X10 4X10(**) 4X5 8X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 743 /-/-/-/-/- I 749 /-/-/-/-/- P Brg Wid = 5.0 Min Req =1.5 I Brg Wid = 3.5 Min Req =1.5 Bearings P & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1350 C - D 0 -1350 D - E 0 -2270 E - F 0 -2270 Chords Tens.Comp. F - G 0 -1587 G - H 0 -1587 H - I 0 -577 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 1994 0 N - M 2112 0 Chords Tens.Comp. M - L 623 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. P - B 0 -830B - O 1217 0 O - D 0 -735 F - M 0 -600 Webs Tens.Comp. M - H 1094 0H - L 0 -821 L - I 1022 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.203 E 989 360 VERT(TL):0.317 E 634 240 HORZ(LL):0.030 B - - HORZ(TL):0.047 B - - Creep Factor: 1.5 Max TC CSI:0.354 Max BC CSI:0.640 Max Web CSI:0.602 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA06 Ply: 1 Qty:2 SEQN:126961 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T6 / DrwNo:171.22.1557.45513 /BM 06/20/2022 3"8 17'1"4 3" 5"4 2'6"(TYP)2'6"12 1'0"4 4" 16'9"4 16'9"4 4"1'6"1'3"3" A B C D E F G H I J KLMNOP 1.5X3 2X3 4X5 4X8 2X3 4X10 3X5 2X3 3X5 3X4 2X3 4X10 4X10(**) 4X5 8X8 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 742 /-/-/-/-/- K 742 /-/-/-/-/- O Brg Wid = 5.0 Min Req =1.5 K Brg Wid = 3.5 Min Req =1.5 Bearings O & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1348 C - D 0 -1348 D - E 0 -2264 Chords Tens.Comp. E - F 0 -2264 F - G 0 -1582 G - H 0 -1582 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 1990 0 M - L 2107 0 Chords Tens.Comp. L - K 629 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. O - B 0 -830 B - N 1215 0N - D 0 -733 Webs Tens.Comp. F - L 0 -599 L - H 1088 0H - K 0 -944 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.194 E 999 360 VERT(TL):0.304 E 659 240 HORZ(LL):0.029 B - - HORZ(TL):0.045 B - - Creep Factor: 1.5 Max TC CSI:0.276 Max BC CSI:0.626 Max Web CSI:0.601 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA07 Ply: 1 Qty:3 SEQN:126963/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T8 / DrwNo:171.22.1557.32716 /BM 06/20/2022 3"8 17'1"4 3" 5"4 2'6" (TYP) 1'2" 3"1'6"A B C D E F G H I KLMNO 1.5X3 2X3 4X5 4X8 2X3 4X10 3X5 2X3 3X5 3X4 2X3 4X10 4X8 2X3 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 742 /-/-/-/-/- K 742 /-/-/-/-/- O Brg Wid = 5.0 Min Req =1.5 K Brg Wid = 3.5 Min Req =1.5 Bearings O & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1348 C - D 0 -1348 D - E 0 -2264 Chords Tens.Comp. E - F 0 -2264 F - G 0 -1582 G - H 0 -1582 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 1990 0 M - L 2107 0 Chords Tens.Comp. L - K 629 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. O - B 0 -830 B - N 1215 0N - D 0 -733 Webs Tens.Comp. F - L 0 -599 L - H 1088 0H - K 0 -944 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.194 E 999 360 VERT(TL):0.304 E 659 240 HORZ(LL):0.029 B - - HORZ(TL):0.045 B - - Creep Factor: 1.5 Max TC CSI:0.276 Max BC CSI:0.626 Max Web CSI:0.601 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA07 Ply: 1 Qty:3 SEQN:126963/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T8 / DrwNo:171.22.1557.32716 /BM 06/20/2022 3"8 17'1"4 3" 5"4 2'6" (TYP) 1'2" 3"1'6"A B C D E F G H I KLMNO 1.5X3 2X3 4X5 4X8 2X3 4X10 3X5 2X3 3X5 3X4 2X3 4X10 4X8 2X3 4X5 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 552 /-/-/-/-/- H 552 /-/-/-/-/- K Brg Width = 3.5 Min Req =1.5 H Brg Width = 5.0 Min Req =1.5 Bearings K & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1214 C - D 0 -1214 Chords Tens.Comp. D - E 0 -819 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 803 0 J - I 1195 0 Chords Tens.Comp. I - H 797 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - B 0 -920 B - J 469 0 Webs Tens.Comp. D - I 0 -432 E - H 0 -921 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.080 C 999 360 VERT(TL):0.125 C 999 240 HORZ(LL):0.014 H - - HORZ(TL):0.022 H - - Creep Factor: 1.5 Max TC CSI:0.256 Max BC CSI:0.394 Max Web CSI:0.280 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA08 Ply: 1 Qty:7 SEQN:126965/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T17 / DrwNo:171.22.1557.27435 /BM 06/20/2022 3"8 12'9"4 3"2'4"12 2'6" (TYP) 2'6"12 2'3"12 3"1'6"A B C D E F HIJK 1.5X31.5X3 3X7 3X7 1.5X3 3X7 3X4 3X4 3X5 1.5X3 3X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 552 /-/-/-/-/- H 552 /-/-/-/-/- K Brg Width = 3.5 Min Req =1.5 H Brg Width = 5.0 Min Req =1.5 Bearings K & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1214 C - D 0 -1214 Chords Tens.Comp. D - E 0 -819 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 803 0 J - I 1195 0 Chords Tens.Comp. I - H 797 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - B 0 -920 B - J 469 0 Webs Tens.Comp. D - I 0 -432 E - H 0 -921 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.080 C 999 360 VERT(TL):0.125 C 999 240 HORZ(LL):0.014 H - - HORZ(TL):0.022 H - - Creep Factor: 1.5 Max TC CSI:0.256 Max BC CSI:0.394 Max Web CSI:0.280 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA08 Ply: 1 Qty:7 SEQN:126965/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T17 / DrwNo:171.22.1557.27435 /BM 06/20/2022 3"8 12'9"4 3"2'4"12 2'6" (TYP) 2'6"12 2'3"12 3"1'6"A B C D E F HIJK 1.5X31.5X3 3X7 3X7 1.5X3 3X7 3X4 3X4 3X5 1.5X3 3X7 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 272 /-/-/-/-/- L 791 /-/-/-/-/- J 400 /-/-/-/-/- N Brg Wid = 3.5 Min Req =1.5 L Brg Wid = 3.5 Min Req =1.5 J Brg Wid = 5.0 Min Req =1.5 Bearings N, L, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 0 -642 Chords Tens.Comp. F - G 0 -642 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 417 0 Chords Tens.Comp. K - J 437 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - L 0 -422 L - E 0 -684 Webs Tens.Comp. G - J 0 -537 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.036 F 999 360 VERT(TL):0.060 F 999 240 HORZ(LL):0.006 J - - HORZ(TL):0.009 J - - Creep Factor: 1.5 Max TC CSI:0.247 Max BC CSI:0.283 Max Web CSI:0.209 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA09 Ply: 1 Qty:2 SEQN:126967 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T5 / DrwNo:171.22.1557.29045 /BM 06/20/2022 3"8 6'7"9'7"8 3" 1'8"12 2'6"12 2'0"8 2'6"(TYP)1'10"8 3" 16'2"81'6"A B C D E F G H JKLMN 1.5X32X3 3X5 3X4 3X4 3X4 2X3 3X7 3X5 2X3 3X5 3X4 2X3 3X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 272 /-/-/-/-/- L 791 /-/-/-/-/- J 400 /-/-/-/-/- N Brg Wid = 3.5 Min Req =1.5 L Brg Wid = 3.5 Min Req =1.5 J Brg Wid = 5.0 Min Req =1.5 Bearings N, L, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 0 -642 Chords Tens.Comp. F - G 0 -642 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 417 0 Chords Tens.Comp. K - J 437 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - L 0 -422 L - E 0 -684 Webs Tens.Comp. G - J 0 -537 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.036 F 999 360 VERT(TL):0.060 F 999 240 HORZ(LL):0.006 J - - HORZ(TL):0.009 J - - Creep Factor: 1.5 Max TC CSI:0.247 Max BC CSI:0.283 Max Web CSI:0.209 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA09 Ply: 1 Qty:2 SEQN:126967 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T5 / DrwNo:171.22.1557.29045 /BM 06/20/2022 3"8 6'7"9'7"8 3" 1'8"12 2'6"12 2'0"8 2'6"(TYP)1'10"8 3" 16'2"81'6"A B C D E F G H JKLMN 1.5X32X3 3X5 3X4 3X4 3X4 2X3 3X7 3X5 2X3 3X5 3X4 2X3 3X5 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 2100f-1.8E;T2 4x2 SPF 1650f-1.5E; Bot chord: 4x2 SPF 1650f-1.5E;B2 4x2 SPF 2100f-1.8E;Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 160 plf at 0.12 to 160 plf at 20.25BC: From 16 plf at 0.00 to 16 plf at 20.38 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.53" DL: 0.30". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1772 /-/-/-/-/- L 1772 /-/-/-/-/- Q Brg Wid = 5.0 Min Req =1.5 L Brg Wid = 5.0 Min Req =1.5 Bearings Q & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -4873 C - D 0 -4873 D - E 0 -6443 E - F 0 -6443 Chords Tens.Comp. F - G 0 -6443 G - H 0 -4870 H - I 0 -4870 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 2842 0 P - O 2842 0O - N 6023 0 Chords Tens.Comp. N - M 6023 0 M - L 2843 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Q - B 0 -3244 B - O 2318 0 C - O 0 -392 O - D 0 -1313 D - N 479 0 E - N 0 -393 Webs Tens.Comp. N - G 479 0 G - M 0 -1316 H - M 0 -389 M - I 2313 0 I - L 0 -3245 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.531 E 452 360 VERT(TL):0.830 E 289 240 HORZ(LL):0.084 L - - HORZ(TL):0.131 L - - Creep Factor: 1.5 Max TC CSI:0.891 Max BC CSI:0.863 Max Web CSI:0.573 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA10 Ply: 1 Qty:1 SEQN:126969 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T2 / DrwNo:171.22.1557.38763 /BM 06/20/2022 T2 B2 3"8 20'4"8 3"2'6"(TYP)2'5"4 3" 3" 3" 6"5 3"5 15'3" 14'8"11 15'6"5 3"5 20'4"8 4'10"3 1'6"+ A B C D E F G H I J LMNOPQ 1.5X3 5X12 5X16 W=H03124X12 4X7 3X7 W=3X74X7 4X12 5X16 5X12 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 2100f-1.8E;T2 4x2 SPF 1650f-1.5E; Bot chord: 4x2 SPF 1650f-1.5E;B2 4x2 SPF 2100f-1.8E;Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 160 plf at 0.12 to 160 plf at 20.25BC: From 16 plf at 0.00 to 16 plf at 20.38 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.53" DL: 0.30". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1772 /-/-/-/-/- L 1772 /-/-/-/-/- Q Brg Wid = 5.0 Min Req =1.5 L Brg Wid = 5.0 Min Req =1.5 Bearings Q & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -4873 C - D 0 -4873 D - E 0 -6443 E - F 0 -6443 Chords Tens.Comp. F - G 0 -6443 G - H 0 -4870 H - I 0 -4870 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 2842 0 P - O 2842 0O - N 6023 0 Chords Tens.Comp. N - M 6023 0 M - L 2843 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Q - B 0 -3244 B - O 2318 0 C - O 0 -392 O - D 0 -1313 D - N 479 0 E - N 0 -393 Webs Tens.Comp. N - G 479 0 G - M 0 -1316 H - M 0 -389 M - I 2313 0 I - L 0 -3245 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.531 E 452 360 VERT(TL):0.830 E 289 240 HORZ(LL):0.084 L - - HORZ(TL):0.131 L - - Creep Factor: 1.5 Max TC CSI:0.891 Max BC CSI:0.863 Max Web CSI:0.573 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA10 Ply: 1 Qty:1 SEQN:126969 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T2 / DrwNo:171.22.1557.38763 /BM 06/20/2022 T2 B2 3"8 20'4"8 3"2'6"(TYP)2'5"4 3" 3" 3" 6"5 3"5 15'3" 14'8"11 15'6"5 3"5 20'4"8 4'10"3 1'6"+ A B C D E F G H I J LMNOPQ 1.5X3 5X12 5X16 W=H03124X12 4X7 3X7 W=3X74X7 4X12 5X16 5X12 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.36" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 886 /-/-/-/-/- L 886 /-/-/-/-/- Q Brg Wid = 5.0 Min Req =1.5 L Brg Wid = 5.0 Min Req =1.5 Bearings Q & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2429 C - D 0 -2429 D - E 0 -3224 E - F 0 -3224 Chords Tens.Comp. F - G 0 -3224 G - H 0 -2429 H - I 0 -2429 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 1420 0 P - O 3013 0O - N 3013 0 Chords Tens.Comp. N - M 3013 0 M - L 1420 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Q - B 0 -1620 B - P 1152 0 P - D 0 -665 Webs Tens.Comp. G - M 0 -665 M - I 1152 0 I - L 0 -1620 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.357 E 672 360 VERT(TL):0.558 E 429 240 HORZ(LL):0.053 L - - HORZ(TL):0.082 L - - Creep Factor: 1.5 Max TC CSI:0.437 Max BC CSI:0.863 Max Web CSI:0.570 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA11 Ply: 1 Qty:5 SEQN:126971 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T3 / DrwNo:171.22.1557.33341 /BM 06/20/2022 3"8 20'4"8 3" 2'5"4 2'6"(TYP)2'5"4 3"1'6"+ A B C D E F G H I J LMNOPQ 1.5X32X3 4X8 4X10 2X3 4X10 3X5 W=H0312 2X3 3X5 W=3X73X5 2X3 4X10 4X10 2X3 4X8 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.36" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 886 /-/-/-/-/- L 886 /-/-/-/-/- Q Brg Wid = 5.0 Min Req =1.5 L Brg Wid = 5.0 Min Req =1.5 Bearings Q & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2429 C - D 0 -2429 D - E 0 -3224 E - F 0 -3224 Chords Tens.Comp. F - G 0 -3224 G - H 0 -2429 H - I 0 -2429 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 1420 0 P - O 3013 0O - N 3013 0 Chords Tens.Comp. N - M 3013 0 M - L 1420 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Q - B 0 -1620 B - P 1152 0 P - D 0 -665 Webs Tens.Comp. G - M 0 -665 M - I 1152 0 I - L 0 -1620 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.357 E 672 360 VERT(TL):0.558 E 429 240 HORZ(LL):0.053 L - - HORZ(TL):0.082 L - - Creep Factor: 1.5 Max TC CSI:0.437 Max BC CSI:0.863 Max Web CSI:0.570 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA11 Ply: 1 Qty:5 SEQN:126971 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T3 / DrwNo:171.22.1557.33341 /BM 06/20/2022 3"8 20'4"8 3" 2'5"4 2'6"(TYP)2'5"4 3"1'6"+ A B C D E F G H I J LMNOPQ 1.5X32X3 4X8 4X10 2X3 4X10 3X5 W=H0312 2X3 3X5 W=3X73X5 2X3 4X10 4X10 2X3 4X8 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AE*87 /-/-/-/-/- AE Brg Wid = 213 Min Req =- Bearing AE is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 M 999 360 VERT(TL):0.000 M 999 240 HORZ(LL):0.000 O - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.058 Max BC CSI:0.013 Max Web CSI:0.029 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA12 Ply: 1 Qty:1 SEQN:126973 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T14 / DrwNo:171.22.1557.32872 /BM 06/20/2022 3"8 17'9"8 1'2"8 1'4" (TYP)1'6"A O QAE 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X33X4 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AE*87 /-/-/-/-/- AE Brg Wid = 213 Min Req =- Bearing AE is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 M 999 360 VERT(TL):0.000 M 999 240 HORZ(LL):0.000 O - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.058 Max BC CSI:0.013 Max Web CSI:0.029 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FA12 Ply: 1 Qty:1 SEQN:126973 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T14 / DrwNo:171.22.1557.32872 /BM 06/20/2022 3"8 17'9"8 1'2"8 1'4" (TYP)1'6"A O QAE 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X33X4 2X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud;Lt Bearing Leg: 4x2 SPF Stud; Plating Notes (++) - This plate works for both joints covered. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.30" DL: 0.17". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 851 /-/-/-/-/- K 844 /-/-/-/-/- Q Brg Wid = 3.5 Min Req =1.5 K Brg Wid = 5.0 Min Req =1.5 Bearings Q & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1295 B - C 0 -2267 C - D 0 -2267 D - E 0 -2920 Chords Tens.Comp. E - F 0 -2920 F - G 0 -1970 G - H 0 -1970 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 1364 0 N - M 2781 0 Chords Tens.Comp. M - L 2629 0 L - K 881 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - O 1464 0Q - A 0 -765 O - B 0 -766 B - N 1031 0 Webs Tens.Comp. N - D 0 -586F - L 0 -753 L - H 1242 0 H - K 0 -1181 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.303 E 753 360 VERT(TL):0.473 E 483 240 HORZ(LL):0.037 A - - HORZ(TL):0.057 A - - Creep Factor: 1.5 Max TC CSI:0.603 Max BC CSI:0.817 Max Web CSI:0.724 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB01 Ply: 1 Qty:5 SEQN:126975 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T104 / DrwNo:171.22.1557.44154 /BM 06/20/2022 3"8 19'5" 6" 2'2"4 2'6" (TYP) 1'5"12 3" 19'5" 19'5" 1'0"8 5"8 1'6"+ A B C D E F G H I KLMNOP Q 5X12 (++) 1.5X3 4X8 4X5 2X3 4X10 3X4 2X3 3X5 3X5 2X3 4X10 4X8 2X3 4X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud;Lt Bearing Leg: 4x2 SPF Stud; Plating Notes (++) - This plate works for both joints covered. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.30" DL: 0.17". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 851 /-/-/-/-/- K 844 /-/-/-/-/- Q Brg Wid = 3.5 Min Req =1.5 K Brg Wid = 5.0 Min Req =1.5 Bearings Q & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1295 B - C 0 -2267 C - D 0 -2267 D - E 0 -2920 Chords Tens.Comp. E - F 0 -2920 F - G 0 -1970 G - H 0 -1970 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 1364 0 N - M 2781 0 Chords Tens.Comp. M - L 2629 0 L - K 881 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - O 1464 0Q - A 0 -765 O - B 0 -766 B - N 1031 0 Webs Tens.Comp. N - D 0 -586F - L 0 -753 L - H 1242 0 H - K 0 -1181 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.303 E 753 360 VERT(TL):0.473 E 483 240 HORZ(LL):0.037 A - - HORZ(TL):0.057 A - - Creep Factor: 1.5 Max TC CSI:0.603 Max BC CSI:0.817 Max Web CSI:0.724 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB01 Ply: 1 Qty:5 SEQN:126975 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T104 / DrwNo:171.22.1557.44154 /BM 06/20/2022 3"8 19'5" 6" 2'2"4 2'6" (TYP) 1'5"12 3" 19'5" 19'5" 1'0"8 5"8 1'6"+ A B C D E F G H I KLMNOP Q 5X12 (++) 1.5X3 4X8 4X5 2X3 4X10 3X4 2X3 3X5 3X5 2X3 4X10 4X8 2X3 4X6 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.00 to 80 plf at 19.29 BC: From 8 plf at 0.00 to 8 plf at 19.42TC: 1584 lb Conc. Load at 0.00 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.17". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 2462 /-/-/-/-/- K 820 /-/-/-/-/- O Brg Wid = -Min Req =- K Brg Wid = 5.0 Bearing K is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2035 C - D 0 -2035 D - E 0 -2764 Chords Tens.Comp. E - F 0 -2764 F - G 0 -1901 G - H 0 -1901 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 1058 0 N - M 2585 0 Chords Tens.Comp. M - L 2517 0 L - K 855 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - O 0 -1710 O - B 0 -1547B - N 1115 0 N - D 0 -628 Webs Tens.Comp. F - L 0 -702 L - H 1194 0H - K 0 -1146 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.272 E 838 360 VERT(TL):0.446 E 511 240 HORZ(LL):0.039 K - - HORZ(TL):0.064 K - - Creep Factor: 1.5 Max TC CSI:0.424 Max BC CSI:0.822 Max Web CSI:0.591 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB02 Ply: 1 Qty:11 SEQN:126977 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T105 / DrwNo:171.22.1557.42966 /BM 06/20/2022 3"8 19'5" 3"2'5"4 2'6" (TYP) 1'5"12 3"1'6"+ A B C D E F G H I KLMNO 3X4 5X7 4X8 2X3 4X10 3X4 2X3 3X5 3X5 2X3 4X10 4X8 2X3 4X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.00 to 80 plf at 19.29 BC: From 8 plf at 0.00 to 8 plf at 19.42TC: 1584 lb Conc. Load at 0.00 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.17". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 2462 /-/-/-/-/- K 820 /-/-/-/-/- O Brg Wid = -Min Req =- K Brg Wid = 5.0 Bearing K is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2035 C - D 0 -2035 D - E 0 -2764 Chords Tens.Comp. E - F 0 -2764 F - G 0 -1901 G - H 0 -1901 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 1058 0 N - M 2585 0 Chords Tens.Comp. M - L 2517 0 L - K 855 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - O 0 -1710 O - B 0 -1547B - N 1115 0 N - D 0 -628 Webs Tens.Comp. F - L 0 -702 L - H 1194 0H - K 0 -1146 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.272 E 838 360 VERT(TL):0.446 E 511 240 HORZ(LL):0.039 K - - HORZ(TL):0.064 K - - Creep Factor: 1.5 Max TC CSI:0.424 Max BC CSI:0.822 Max Web CSI:0.591 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB02 Ply: 1 Qty:11 SEQN:126977 /SY42 FROM: Cust: R7064 JRef:1XGK70640005 T105 / DrwNo:171.22.1557.42966 /BM 06/20/2022 3"8 19'5" 3"2'5"4 2'6" (TYP) 1'5"12 3"1'6"+ A B C D E F G H I KLMNO 3X4 5X7 4X8 2X3 4X10 3X4 2X3 3X5 3X5 2X3 4X10 4X8 2X3 4X6 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.00 to 80 plf at 20.07 BC: From 8 plf at 0.00 to 8 plf at 20.19TC: 1584 lb Conc. Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2495 /-/-/-/-/- L 855 /-/-/-/-/- Q Brg Wid = -Min Req =- L Brg Wid = 7.8 Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2154 C - D 0 -2154 D - E 0 -3003 E - F 0 -3003 Chords Tens.Comp. F - G 0 -3003 G - H 0 -2262 H - I 0 -2262 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 1117 0 P - O 2764 0O - N 2764 0 Chords Tens.Comp. N - M 2818 0 M - L 1278 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - Q 0 -1710 Q - B 0 -1615 B - P 1184 0 P - D 0 -696 Webs Tens.Comp. G - M 0 -634 M - I 1124 0 I - L 0 -1486 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.316 E 750 360 VERT(TL):0.518 E 457 240 HORZ(LL):0.045 L - - HORZ(TL):0.074 L - - Creep Factor: 1.5 Max TC CSI:0.474 Max BC CSI:0.894 Max Web CSI:0.586 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB03 Ply: 1 Qty:1 SEQN:126979/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T103 / DrwNo:171.22.1557.41716 /BM 06/20/2022 3"8 20'2"5 3" 2'5"4 2'6"(TYP)2'3"1 3"1'6"+ A B C D E F G H I J LMNOPQ 3X4 5X8 4X10 2X3 4X10 3X5 W=H0312 2X3 3X5 W=3X73X4 2X3 4X10 4X8 2X3 4X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.00 to 80 plf at 20.07 BC: From 8 plf at 0.00 to 8 plf at 20.19TC: 1584 lb Conc. Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2495 /-/-/-/-/- L 855 /-/-/-/-/- Q Brg Wid = -Min Req =- L Brg Wid = 7.8 Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2154 C - D 0 -2154 D - E 0 -3003 E - F 0 -3003 Chords Tens.Comp. F - G 0 -3003 G - H 0 -2262 H - I 0 -2262 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 1117 0 P - O 2764 0O - N 2764 0 Chords Tens.Comp. N - M 2818 0 M - L 1278 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - Q 0 -1710 Q - B 0 -1615 B - P 1184 0 P - D 0 -696 Webs Tens.Comp. G - M 0 -634 M - I 1124 0 I - L 0 -1486 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.316 E 750 360 VERT(TL):0.518 E 457 240 HORZ(LL):0.045 L - - HORZ(TL):0.074 L - - Creep Factor: 1.5 Max TC CSI:0.474 Max BC CSI:0.894 Max Web CSI:0.586 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB03 Ply: 1 Qty:1 SEQN:126979/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T103 / DrwNo:171.22.1557.41716 /BM 06/20/2022 3"8 20'2"5 3" 2'5"4 2'6"(TYP)2'3"1 3"1'6"+ A B C D E F G H I J LMNOPQ 3X4 5X8 4X10 2X3 4X10 3X5 W=H0312 2X3 3X5 W=3X73X4 2X3 4X10 4X8 2X3 4X7 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; B2 4x2 SPF 2100f-1.8E;Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 80 plf at 0.00 to 80 plf at 25.31BC: From 8 plf at 0.00 to 8 plf at 25.44TC: 1584 lb Conc. Load at 0.00 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.64" DL: 0.40". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 2721 /-/-/-/-/- N 1090 /-/-/-/-/- T Brg Wid = -Min Req =- N Brg Wid = 3.5 Bearing N is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2964 C - D 0 -2964 D - E 0 -4634 E - F 0 -4634 F - G 0 -4634 Chords Tens.Comp. G - H 0 -4710 H - I 0 -4710 I - J 0 -3196 J - K 0 -3196 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. T - S 1517 0S - R 3986 0 R - Q 3986 0 Chords Tens.Comp. Q - P 4860 0P - O 4142 0 O - N 1829 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. A - T 0 -1711 T - B 0 -2075 B - S 1652 0 S - D 0 -1166 D - Q 739 0 Webs Tens.Comp. P - I 649 0 I - O 0 -1080 O - K 1560 0 K - N 0 -2076 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.663 G 452 360 VERT(TL):1.079 G 277 240 HORZ(LL):0.083 B - - HORZ(TL):0.136 B - - Creep Factor: 1.5 Max TC CSI:0.962 Max BC CSI:0.835 Max Web CSI:0.817 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB04 Ply: 1 Qty:1 SEQN:126981/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T18 / DrwNo:171.22.1557.40560 /BM 06/20/2022 B2 3"8 25'5"4 3" 2'5"4 2'6"(TYP) 3"1'6"++ A B C D E F G H I J K L NOPQRST 3X4 5X10 5X12 4X14 4X7 W=H03123X8 W=3X73X4 3X7 4X6 4X12 5X12 4X10 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; B2 4x2 SPF 2100f-1.8E;Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 80 plf at 0.00 to 80 plf at 25.31BC: From 8 plf at 0.00 to 8 plf at 25.44TC: 1584 lb Conc. Load at 0.00 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.64" DL: 0.40". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 2721 /-/-/-/-/- N 1090 /-/-/-/-/- T Brg Wid = -Min Req =- N Brg Wid = 3.5 Bearing N is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2964 C - D 0 -2964 D - E 0 -4634 E - F 0 -4634 F - G 0 -4634 Chords Tens.Comp. G - H 0 -4710 H - I 0 -4710 I - J 0 -3196 J - K 0 -3196 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. T - S 1517 0S - R 3986 0 R - Q 3986 0 Chords Tens.Comp. Q - P 4860 0P - O 4142 0 O - N 1829 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. A - T 0 -1711 T - B 0 -2075 B - S 1652 0 S - D 0 -1166 D - Q 739 0 Webs Tens.Comp. P - I 649 0 I - O 0 -1080 O - K 1560 0 K - N 0 -2076 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.663 G 452 360 VERT(TL):1.079 G 277 240 HORZ(LL):0.083 B - - HORZ(TL):0.136 B - - Creep Factor: 1.5 Max TC CSI:0.962 Max BC CSI:0.835 Max Web CSI:0.817 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB04 Ply: 1 Qty:1 SEQN:126981/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T18 / DrwNo:171.22.1557.40560 /BM 06/20/2022 B2 3"8 25'5"4 3" 2'5"4 2'6"(TYP) 3"1'6"++ A B C D E F G H I J K L NOPQRST 3X4 5X10 5X12 4X14 4X7 W=H03123X8 W=3X73X4 3X7 4X6 4X12 5X12 4X10 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.71" DL: 0.40". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1109 /-/-/-/-/- N 1109 /-/-/-/-/- T Brg Wid = 5.0 Min Req =1.5 N Brg Wid = 3.5 Min Req =1.5 Bearings T & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3236 C - D 0 -3236 D - E 0 -4839 E - F 0 -4839 F - G 0 -4839 Chords Tens.Comp. G - H 0 -4849 H - I 0 -4849 I - J 0 -3266 J - K 0 -3266 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. T - S 1823 0S - R 4224 0 R - Q 4224 0 Chords Tens.Comp. Q - P 5030 0P - O 4244 0 O - N 1864 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. T - B 0 -2081 B - S 1612 0 S - D 0 -1128 D - Q 702 0 Webs Tens.Comp. P - I 690 0 I - O 0 -1117 O - K 1600 0 K - N 0 -2115 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.744 G 404 360 VERT(TL):1.163 G 258 240 HORZ(LL):0.096 B - - HORZ(TL):0.150 B - - Creep Factor: 1.5 Max TC CSI:0.866 Max BC CSI:0.953 Max Web CSI:0.798 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB05 Ply: 1 Qty:4 SEQN:126983/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T88 / DrwNo:171.22.1557.31497 /BM 06/20/2022 3"8 25'5"4 3" 2'5"4 2'6"(TYP) 3"1'6"++ A B C D E F G H I J K L NOPQRST 1.5X3 4X10 5X12 4X14 3X8 W=H0312(I)3X8 W=3X73X4 3X8 3X8 4X14 5X12 4X10 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.71" DL: 0.40". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1109 /-/-/-/-/- N 1109 /-/-/-/-/- T Brg Wid = 5.0 Min Req =1.5 N Brg Wid = 3.5 Min Req =1.5 Bearings T & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3236 C - D 0 -3236 D - E 0 -4839 E - F 0 -4839 F - G 0 -4839 Chords Tens.Comp. G - H 0 -4849 H - I 0 -4849 I - J 0 -3266 J - K 0 -3266 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. T - S 1823 0S - R 4224 0 R - Q 4224 0 Chords Tens.Comp. Q - P 5030 0P - O 4244 0 O - N 1864 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. T - B 0 -2081 B - S 1612 0 S - D 0 -1128 D - Q 702 0 Webs Tens.Comp. P - I 690 0 I - O 0 -1117 O - K 1600 0 K - N 0 -2115 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.744 G 404 360 VERT(TL):1.163 G 258 240 HORZ(LL):0.096 B - - HORZ(TL):0.150 B - - Creep Factor: 1.5 Max TC CSI:0.866 Max BC CSI:0.953 Max Web CSI:0.798 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB05 Ply: 1 Qty:4 SEQN:126983/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T88 / DrwNo:171.22.1557.31497 /BM 06/20/2022 3"8 25'5"4 3" 2'5"4 2'6"(TYP) 3"1'6"++ A B C D E F G H I J K L NOPQRST 1.5X3 4X10 5X12 4X14 3X8 W=H0312(I)3X8 W=3X73X4 3X8 3X8 4X14 5X12 4X10 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 743 /-/-/-/-/- H 749 /-/-/-/-/- N Brg Wid = 5.0 Min Req =1.5 H Brg Wid = 3.5 Min Req =1.5 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1911 C - D 0 -1911 D - E 0 -2188 Chords Tens.Comp. E - F 0 -2188 F - G 0 -873 G - H 0 -882 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 1160 0 M - L 2235 0 Chords Tens.Comp. L - K 1714 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - B 0 -1324 B - M 856 0L - F 541 0 Webs Tens.Comp. F - K 0 -961 K - H 1162 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.198 D 999 360 VERT(TL):0.309 D 650 240 HORZ(LL):0.030 K - - HORZ(TL):0.047 K - - Creep Factor: 1.5 Max TC CSI:0.363 Max BC CSI:0.652 Max Web CSI:0.575 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB06 Ply: 1 Qty:4 SEQN:126985/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T64 / DrwNo:171.22.1557.28263 /BM 06/20/2022 3"8 17'1"4 3"2'5"4 2'6"(TYP)2'6"12 1'6"4 4" 16'9"4 16'9"4 4"1'6"1'3"3" A B C D E F G H I JKLMN 1.5X32X3 4X7 4X8 2X3 3X10 3X4 2X3 3X7 3X7 4X10 3X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 743 /-/-/-/-/- H 749 /-/-/-/-/- N Brg Wid = 5.0 Min Req =1.5 H Brg Wid = 3.5 Min Req =1.5 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1911 C - D 0 -1911 D - E 0 -2188 Chords Tens.Comp. E - F 0 -2188 F - G 0 -873 G - H 0 -882 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 1160 0 M - L 2235 0 Chords Tens.Comp. L - K 1714 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - B 0 -1324 B - M 856 0L - F 541 0 Webs Tens.Comp. F - K 0 -961 K - H 1162 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.198 D 999 360 VERT(TL):0.309 D 650 240 HORZ(LL):0.030 K - - HORZ(TL):0.047 K - - Creep Factor: 1.5 Max TC CSI:0.363 Max BC CSI:0.652 Max Web CSI:0.575 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB06 Ply: 1 Qty:4 SEQN:126985/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T64 / DrwNo:171.22.1557.28263 /BM 06/20/2022 3"8 17'1"4 3"2'5"4 2'6"(TYP)2'6"12 1'6"4 4" 16'9"4 16'9"4 4"1'6"1'3"3" A B C D E F G H I JKLMN 1.5X32X3 4X7 4X8 2X3 3X10 3X4 2X3 3X7 3X7 4X10 3X4 6X6 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 742 /-/-/-/-/- J 742 /-/-/-/-/- N Brg Wid = 5.0 Min Req =1.5 J Brg Wid = 3.5 Min Req =1.5 Bearings N & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1908 C - D 0 -1908 D - E 0 -2182 Chords Tens.Comp. E - F 0 -2182 F - G 0 -861 G - H 0 -861 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 1159 0 M - L 2231 0 Chords Tens.Comp. L - K 1707 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - B 0 -1323 B - M 855 0L - F 543 0 F - K 0 -965 Webs Tens.Comp. K - H 1100 0 H - I 0 -734I - J 0 -738 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.195 D 999 360 VERT(TL):0.306 D 656 240 HORZ(LL):0.030 K - - HORZ(TL):0.047 K - - Creep Factor: 1.5 Max TC CSI:0.264 Max BC CSI:0.650 Max Web CSI:0.544 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB07 Ply: 1 Qty:3 SEQN:126987/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T62 / DrwNo:171.22.1557.30091 /BM 06/20/2022 3"8 17'1"4 3"2'5"4 2'6" (TYP) 1'8" 3"1'6"A B C D E F G H I JKLMN 1.5X32X3 4X7 4X8 2X3 3X10 3X4 2X3 3X7 3X7 2X3 4X10 4X5 3X4 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 742 /-/-/-/-/- J 742 /-/-/-/-/- N Brg Wid = 5.0 Min Req =1.5 J Brg Wid = 3.5 Min Req =1.5 Bearings N & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1908 C - D 0 -1908 D - E 0 -2182 Chords Tens.Comp. E - F 0 -2182 F - G 0 -861 G - H 0 -861 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 1159 0 M - L 2231 0 Chords Tens.Comp. L - K 1707 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - B 0 -1323 B - M 855 0L - F 543 0 F - K 0 -965 Webs Tens.Comp. K - H 1100 0 H - I 0 -734I - J 0 -738 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.195 D 999 360 VERT(TL):0.306 D 656 240 HORZ(LL):0.030 K - - HORZ(TL):0.047 K - - Creep Factor: 1.5 Max TC CSI:0.264 Max BC CSI:0.650 Max Web CSI:0.544 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB07 Ply: 1 Qty:3 SEQN:126987/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T62 / DrwNo:171.22.1557.30091 /BM 06/20/2022 3"8 17'1"4 3"2'5"4 2'6" (TYP) 1'8" 3"1'6"A B C D E F G H I JKLMN 1.5X32X3 4X7 4X8 2X3 3X10 3X4 2X3 3X7 3X7 2X3 4X10 4X5 3X4 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*87 /-/-/-/-/- P Brg Wid = 205 Min Req =- Bearing AC is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 360 VERT(TL):0.000 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.067 Max BC CSI:0.013 Max Web CSI:0.030 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB08 Ply: 1 Qty:1 SEQN:126989/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T15 / DrwNo:171.22.1557.37575 /BM 06/20/2022 3"8 17'1"4 1'4" (TYP) 1'4"1'6"A N PAC 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 3X4 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*87 /-/-/-/-/- P Brg Wid = 205 Min Req =- Bearing AC is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 360 VERT(TL):0.000 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.067 Max BC CSI:0.013 Max Web CSI:0.030 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB08 Ply: 1 Qty:1 SEQN:126989/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T15 / DrwNo:171.22.1557.37575 /BM 06/20/2022 3"8 17'1"4 1'4" (TYP) 1'4"1'6"A N PAC 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 3X4 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M*86 /-/-/-/-/- M Brg Wid = 153 Min Req =- Bearing W is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 360 VERT(TL):0.000 B 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 1.5 Max TC CSI:0.077 Max BC CSI:0.015 Max Web CSI:0.032 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB09 Ply: 1 Qty:1 SEQN:126991/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T61 / DrwNo:171.22.1557.32529 /BM 06/20/2022 3"8 12'9"4 1'5"8 1'4" (TYP)1'6"A K MW 1.5X3 2X3 2X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M*86 /-/-/-/-/- M Brg Wid = 153 Min Req =- Bearing W is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 360 VERT(TL):0.000 B 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 1.5 Max TC CSI:0.077 Max BC CSI:0.015 Max Web CSI:0.032 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB09 Ply: 1 Qty:1 SEQN:126991/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T61 / DrwNo:171.22.1557.32529 /BM 06/20/2022 3"8 12'9"4 1'5"8 1'4" (TYP)1'6"A K MW 1.5X3 2X3 2X3 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 552 /-/-/-/-/- H 552 /-/-/-/-/- K Brg Width = 3.5 Min Req =1.5 H Brg Width = 5.0 Min Req =1.5 Bearings K & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1214 C - D 0 -1214 Chords Tens.Comp. D - E 0 -819 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 803 0 J - I 1195 0 Chords Tens.Comp. I - H 797 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - B 0 -920 B - J 469 0 Webs Tens.Comp. D - I 0 -432 E - H 0 -921 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.080 C 999 360 VERT(TL):0.125 C 999 240 HORZ(LL):0.014 H - - HORZ(TL):0.022 H - - Creep Factor: 1.5 Max TC CSI:0.256 Max BC CSI:0.394 Max Web CSI:0.280 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB10 Ply: 1 Qty:7 SEQN:126993/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T99 / DrwNo:171.22.1557.28170 /BM 06/20/2022 3"8 12'9"4 3"2'4"12 2'6" (TYP) 2'6"12 2'3"12 3"1'6"A B C D E F HIJK 1.5X31.5X3 3X7 3X7 1.5X3 3X7 3X4 3X4 3X5 1.5X3 3X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 552 /-/-/-/-/- H 552 /-/-/-/-/- K Brg Width = 3.5 Min Req =1.5 H Brg Width = 5.0 Min Req =1.5 Bearings K & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1214 C - D 0 -1214 Chords Tens.Comp. D - E 0 -819 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 803 0 J - I 1195 0 Chords Tens.Comp. I - H 797 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - B 0 -920 B - J 469 0 Webs Tens.Comp. D - I 0 -432 E - H 0 -921 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.080 C 999 360 VERT(TL):0.125 C 999 240 HORZ(LL):0.014 H - - HORZ(TL):0.022 H - - Creep Factor: 1.5 Max TC CSI:0.256 Max BC CSI:0.394 Max Web CSI:0.280 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB10 Ply: 1 Qty:7 SEQN:126993/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T99 / DrwNo:171.22.1557.28170 /BM 06/20/2022 3"8 12'9"4 3"2'4"12 2'6" (TYP) 2'6"12 2'3"12 3"1'6"A B C D E F HIJK 1.5X31.5X3 3X7 3X7 1.5X3 3X7 3X4 3X4 3X5 1.5X3 3X7 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 158 /-/-/-/-/- C 164 /-/-/-/-/- G Brg Wid = 3.5 Min Req =1.5 C Brg Wid = 3.5 Min Req =1.5 Bearings G & C are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 B 999 360 VERT(TL):-0.010 E 999 240 HORZ(LL):0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 1.5 Max TC CSI:0.247 Max BC CSI:0.089 Max Web CSI:0.113 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB11 Ply: 1 Qty:5 SEQN:126995/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T110 / DrwNo:171.22.1557.30341 /BM 06/20/2022 3"8 3'9"12 3"2'6"8"12 4" 3'5"12 3'5"12 4"1'6"1'3"3" A B C D EFG 1.5X31.5X3 3X5 3X4 3X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 158 /-/-/-/-/- C 164 /-/-/-/-/- G Brg Wid = 3.5 Min Req =1.5 C Brg Wid = 3.5 Min Req =1.5 Bearings G & C are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 B 999 360 VERT(TL):-0.010 E 999 240 HORZ(LL):0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 1.5 Max TC CSI:0.247 Max BC CSI:0.089 Max Web CSI:0.113 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB11 Ply: 1 Qty:5 SEQN:126995/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T110 / DrwNo:171.22.1557.30341 /BM 06/20/2022 3"8 3'9"12 3"2'6"8"12 4" 3'5"12 3'5"12 4"1'6"1'3"3" A B C D EFG 1.5X31.5X3 3X5 3X4 3X4 5X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*81 /-/-/-/-/- G Brg Wid = 35.5 Min Req =- Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(TL):0.000 C 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.081 Max BC CSI:0.015 Max Web CSI:0.033 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB12 Ply: 1 Qty:1 SEQN:126997/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T89 / DrwNo:171.22.1557.34405 /BM 06/20/2022 3"8 2'11"81'6"A C EG 1.5X3 2X3 2X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*81 /-/-/-/-/- G Brg Wid = 35.5 Min Req =- Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(TL):0.000 C 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.081 Max BC CSI:0.015 Max Web CSI:0.033 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:FB12 Ply: 1 Qty:1 SEQN:126997/SY42 FROM: Cust: R7064 JRef:1XGK70640005 T89 / DrwNo:171.22.1557.34405 /BM 06/20/2022 3"8 2'11"81'6"A C EG 1.5X3 2X3 2X3 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M9 2x4 SPF #1/#2; Bracing (a) Continuous lateral restraint equally spaced onmember. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T*121 /-/-/43 /-/8 Wind reactions based on MWFRS T Brg Wid = 240 Min Req =- Bearing AJ is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.003 Q 999 240 VERT(TL):-0.008 Q 999 240 HORZ(LL):-0.051 B - - HORZ(TL):-0.126 B - - Creep Factor: 1.5 Max TC CSI:0.183 Max BC CSI:0.066 Max Web CSI:0.248 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:A01 Ply: 1 Qty:1 SEQN:126999 /GABL FROM: Cust: R7064 JRef:1XGK70640005 T58 / DrwNo:171.22.1557.34591 /BM 06/20/2022 M9 20' 8" 1'4"(TYP) 6"12 10' 10' 20' 10' 20' 20'1'4"8 1'4"8 1'1"69'5"69'10"5(a) A J S TAJ 10 12 3X5 4X4 2X33X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M9 2x4 SPF #1/#2; Bracing (a) Continuous lateral restraint equally spaced onmember. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T*121 /-/-/43 /-/8 Wind reactions based on MWFRS T Brg Wid = 240 Min Req =- Bearing AJ is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.003 Q 999 240 VERT(TL):-0.008 Q 999 240 HORZ(LL):-0.051 B - - HORZ(TL):-0.126 B - - Creep Factor: 1.5 Max TC CSI:0.183 Max BC CSI:0.066 Max Web CSI:0.248 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:A01 Ply: 1 Qty:1 SEQN:126999 /GABL FROM: Cust: R7064 JRef:1XGK70640005 T58 / DrwNo:171.22.1557.34591 /BM 06/20/2022 M9 20' 8" 1'4"(TYP) 6"12 10' 10' 20' 10' 20' 20'1'4"8 1'4"8 1'1"69'5"69'10"5(a) A J S TAJ 10 12 3X5 4X4 2X33X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W4 2x4 SPF #1/#2; Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1215 /-/-/456 /-/154 G 1078 /-/-/403 /-/- Wind reactions based on MWFRS I Brg Wid = 5.5 Min Req =1.9 G Brg Wid = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 130 -971 Chords Tens.Comp. D - E 130 -974 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. I - H 824 -27 Chords Tens.Comp. H - G 837 -28 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. I - C 6 -1107 D - H 622 -82 Webs Tens.Comp. E - G 43 -1115 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 H 999 240 VERT(TL):0.074 H 999 240 HORZ(LL):0.030 F - - HORZ(TL):0.054 F - - Creep Factor: 1.5 Max TC CSI:0.392 Max BC CSI:0.897 Max Web CSI:0.653 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:A02 Ply: 1 Qty:5 SEQN:127001 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T107 / DrwNo:171.22.1557.44013 /BM 06/20/2022 W4 20' 5' 5' 10' 5' 15' 5' 20' 5' 10' 10' 20' 10'1'4"8 1'1"69'5"69'10"5(a) (a) (a) A B C D E F GHI 10 12 1.5X3 4X5 3X5 4X5 3X7 4X4 1.5X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W4 2x4 SPF #1/#2; Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1215 /-/-/456 /-/154 G 1078 /-/-/403 /-/- Wind reactions based on MWFRS I Brg Wid = 5.5 Min Req =1.9 G Brg Wid = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 130 -971 Chords Tens.Comp. D - E 130 -974 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. I - H 824 -27 Chords Tens.Comp. H - G 837 -28 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. I - C 6 -1107 D - H 622 -82 Webs Tens.Comp. E - G 43 -1115 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 H 999 240 VERT(TL):0.074 H 999 240 HORZ(LL):0.030 F - - HORZ(TL):0.054 F - - Creep Factor: 1.5 Max TC CSI:0.392 Max BC CSI:0.897 Max Web CSI:0.653 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:A02 Ply: 1 Qty:5 SEQN:127001 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T107 / DrwNo:171.22.1557.44013 /BM 06/20/2022 W4 20' 5' 5' 10' 5' 15' 5' 20' 5' 10' 10' 20' 10'1'4"8 1'1"69'5"69'10"5(a) (a) (a) A B C D E F GHI 10 12 1.5X3 4X5 3X5 4X5 3X7 4X4 1.5X3 4X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 392 /-/-/151 /-/73 D 224 /-/-/114 /25 /- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 D Brg Wid = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 240 VERT(TL):0.002 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.002 C - - Creep Factor: 1.5 Max TC CSI:0.395 Max BC CSI:0.196 Max Web CSI:0.112 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:B01 Ply: 1 Qty:8 SEQN:127003 /MONO FROM: Cust: R7064 JRef:1XGK70640005 T59 / DrwNo:171.22.1557.30607 /BM 06/20/2022 4'6" 4'6" 4'6"1'4"81'1"64'10"65'3"5A B C DE 10 12 3X4 1.5X3 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 392 /-/-/151 /-/73 D 224 /-/-/114 /25 /- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 D Brg Wid = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 240 VERT(TL):0.002 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.002 C - - Creep Factor: 1.5 Max TC CSI:0.395 Max BC CSI:0.196 Max Web CSI:0.112 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:B01 Ply: 1 Qty:8 SEQN:127003 /MONO FROM: Cust: R7064 JRef:1XGK70640005 T59 / DrwNo:171.22.1557.30607 /BM 06/20/2022 4'6" 4'6" 4'6"1'4"81'1"64'10"65'3"5A B C DE 10 12 3X4 1.5X3 1.5X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N*130 /-/-/45 /3 /10 Wind reactions based on MWFRS N Brg Wid = 144 Min Req =- Bearing X is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.68 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 K 999 240 VERT(TL):-0.005 K 999 240 HORZ(LL):-0.030 B - - HORZ(TL):-0.068 B - - Creep Factor: 1.5 Max TC CSI:0.183 Max BC CSI:0.044 Max Web CSI:0.205 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:C01 Ply: 1 Qty:2 SEQN:127005 /GABL FROM: Cust: R7064 JRef:1XGK70640005 T16 / DrwNo:171.22.1557.32122 /BM 06/20/2022 12' 8" 1'4"(TYP) 6"12 6' 6' 12' 6' 12' 12'1'4"8 1'4"81'6'6'6"5A G M NX 10 12 3X5 4X4 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N*130 /-/-/45 /3 /10 Wind reactions based on MWFRS N Brg Wid = 144 Min Req =- Bearing X is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.68 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 K 999 240 VERT(TL):-0.005 K 999 240 HORZ(LL):-0.030 B - - HORZ(TL):-0.068 B - - Creep Factor: 1.5 Max TC CSI:0.183 Max BC CSI:0.044 Max Web CSI:0.205 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:C01 Ply: 1 Qty:2 SEQN:127005 /GABL FROM: Cust: R7064 JRef:1XGK70640005 T16 / DrwNo:171.22.1557.32122 /BM 06/20/2022 12' 8" 1'4"(TYP) 6"12 6' 6' 12' 6' 12' 12'1'4"8 1'4"81'6'6'6"5A G M NX 10 12 3X5 4X4 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 778 /-/-/294 /18 /120 F 778 /-/-/294 /18 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 F Brg Wid = 5.5 Min Req =1.5 Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 69 -663 Chords Tens.Comp. C - D 69 -663 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 106 -730 Webs Tens.Comp. D - F 106 -730 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.68 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 G 999 240 VERT(TL):0.020 G 999 240 HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 1.5 Max TC CSI:0.549 Max BC CSI:0.275 Max Web CSI:0.222 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:C02 Ply: 1 Qty:2 SEQN:127007 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T13 / DrwNo:171.22.1557.31279 /BM 06/20/2022 12' 6' 6' 12' 6' 6' 6' 12' 6'1'4"8 1'4"81'6'6'6"5A B C D E FGH 10 12 3X4 3X5 5X5(R1) 3X7 3X4 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 778 /-/-/294 /18 /120 F 778 /-/-/294 /18 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 F Brg Wid = 5.5 Min Req =1.5 Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 69 -663 Chords Tens.Comp. C - D 69 -663 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 106 -730 Webs Tens.Comp. D - F 106 -730 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.68 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 G 999 240 VERT(TL):0.020 G 999 240 HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 1.5 Max TC CSI:0.549 Max BC CSI:0.275 Max Web CSI:0.222 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:C02 Ply: 1 Qty:2 SEQN:127007 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T13 / DrwNo:171.22.1557.31279 /BM 06/20/2022 12' 6' 6' 12' 6' 6' 6' 12' 6'1'4"8 1'4"81'6'6'6"5A B C D E FGH 10 12 3X4 3X5 5X5(R1) 3X7 3X4 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2;Rt Wedge: 2x3 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 88 plf at -1.38 to 88 plf at 12.00BC: From 5 plf at -1.38 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.06BC: From 10 plf at 6.06 to 10 plf at 12.00BC: 3642 lb Conc. Load at 6.06BC: 2217 lb Conc. Load at 8.00BC: 2356 lb Conc. Load at 10.00 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 3698 /-/-/-/291 /- K 5885 /-/-/-/329 /- Wind reactions based on MWFRS J Brg Wid = 5.5 Min Req =1.5 K Brg Wid = 5.5 Min Req =2.4 Bearings J & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 180 -2234 C - D 190 -2312 Chords Tens.Comp. D - E 190 -2285 E - F 207 -3306 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - I 1569 -124 I - H 1565 -124 Chords Tens.Comp. H - G 2372 -144 G - F 2353 -144 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - H 401 -49 D - H 2546 -203 Webs Tens.Comp. H - E 0 -825 G - E 1448 -5 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.68 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.051 G 999 240 VERT(TL):0.088 G 999 240 HORZ(LL):0.020 F - - HORZ(TL):0.035 F - - Creep Factor: 1.5 Max TC CSI:0.271 Max BC CSI:0.375 Max Web CSI:0.872 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:C03 Ply: 2 Qty:1 SEQN:127009 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T68 / DrwNo:171.22.1557.46044 /BM 06/20/2022 2 Complete Trusses Required W3 12' 3'4"9 3'4"9 6' 2'7"7 8'8"9 2'8"9 12' 3'3"7 2" 2" 3'3"5 3'1"5 6' 2'8"11 8'8"11 2'8"11 12' 3'3"51'4"81'6'6'8"15A B C D E F GHIJ K 10 12 4X7(B2) 3X4 1.5X3 4X7 8X8 3X8 6X6(**) 5X8(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2;Rt Wedge: 2x3 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 88 plf at -1.38 to 88 plf at 12.00BC: From 5 plf at -1.38 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.06BC: From 10 plf at 6.06 to 10 plf at 12.00BC: 3642 lb Conc. Load at 6.06BC: 2217 lb Conc. Load at 8.00BC: 2356 lb Conc. Load at 10.00 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 3698 /-/-/-/291 /- K 5885 /-/-/-/329 /- Wind reactions based on MWFRS J Brg Wid = 5.5 Min Req =1.5 K Brg Wid = 5.5 Min Req =2.4 Bearings J & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 180 -2234 C - D 190 -2312 Chords Tens.Comp. D - E 190 -2285 E - F 207 -3306 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - I 1569 -124 I - H 1565 -124 Chords Tens.Comp. H - G 2372 -144 G - F 2353 -144 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - H 401 -49 D - H 2546 -203 Webs Tens.Comp. H - E 0 -825 G - E 1448 -5 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.68 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.051 G 999 240 VERT(TL):0.088 G 999 240 HORZ(LL):0.020 F - - HORZ(TL):0.035 F - - Creep Factor: 1.5 Max TC CSI:0.271 Max BC CSI:0.375 Max Web CSI:0.872 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:C03 Ply: 2 Qty:1 SEQN:127009 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T68 / DrwNo:171.22.1557.46044 /BM 06/20/2022 2 Complete Trusses Required W3 12' 3'4"9 3'4"9 6' 2'7"7 8'8"9 2'8"9 12' 3'3"7 2" 2" 3'3"5 3'1"5 6' 2'8"11 8'8"11 2'8"11 12' 3'3"51'4"81'6'6'8"15A B C D E F GHIJ K 10 12 4X7(B2) 3X4 1.5X3 4X7 8X8 3X8 6X6(**) 5X8(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 88 plf at 0.00 to 88 plf at 12.00BC: From 10 plf at 0.00 to 10 plf at 9.50 BC: From 20 plf at 9.50 to 20 plf at 12.00BC: 1856 lb Conc. Load at 2.00, 3.75, 5.50, 7.509.50 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 5505 /-/-/-/163 /- J 4980 /-/-/-/138 /- Wind reactions based on MWFRS I Brg Wid = 5.5 Min Req =2.3 J Brg Wid = 5.5 Min Req =2.1 Bearings I & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 96 -3149 B - C 70 -2271 Chords Tens.Comp. C - D 70 -2275 D - E 90 -2969 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - H 2238 -65 H - G 2254 -65 Chords Tens.Comp. G - F 2120 -60 F - E 2107 -60 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 1226 -18 B - G 21 -659G - D 13 -454 Webs Tens.Comp. C - G 2487 -58 F - D 942 -8 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.25 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.049 H 999 240 VERT(TL):0.085 H 999 240 HORZ(LL):0.020 E - - HORZ(TL):0.035 E - - Creep Factor: 1.5 Max TC CSI:0.259 Max BC CSI:0.313 Max Web CSI:0.739 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:C04 Ply: 2 Qty:1 SEQN:127011/COMN FROM: Cust: R7064 JRef:1XGK70640005 T12 / DrwNo:171.22.1557.44419 /BM 06/20/2022 2 Complete Trusses Required W3 12' 3'3"13 3'3"13 6' 2'8"3 8'8"3 2'8"3 12' 3'3"13 3'3"5 3'3"5 6' 2'8"11 8'8"11 2'8"11 12' 3'3"51'6'A B C D E FGHI J 10 12 5X8(B2) 5X5(**) 3X8 4X7 8X8 3X8 5X5(**) 5X8(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 88 plf at 0.00 to 88 plf at 12.00BC: From 10 plf at 0.00 to 10 plf at 9.50 BC: From 20 plf at 9.50 to 20 plf at 12.00BC: 1856 lb Conc. Load at 2.00, 3.75, 5.50, 7.509.50 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 5505 /-/-/-/163 /- J 4980 /-/-/-/138 /- Wind reactions based on MWFRS I Brg Wid = 5.5 Min Req =2.3 J Brg Wid = 5.5 Min Req =2.1 Bearings I & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 96 -3149 B - C 70 -2271 Chords Tens.Comp. C - D 70 -2275 D - E 90 -2969 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - H 2238 -65 H - G 2254 -65 Chords Tens.Comp. G - F 2120 -60 F - E 2107 -60 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 1226 -18 B - G 21 -659G - D 13 -454 Webs Tens.Comp. C - G 2487 -58 F - D 942 -8 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.25 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.049 H 999 240 VERT(TL):0.085 H 999 240 HORZ(LL):0.020 E - - HORZ(TL):0.035 E - - Creep Factor: 1.5 Max TC CSI:0.259 Max BC CSI:0.313 Max Web CSI:0.739 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:C04 Ply: 2 Qty:1 SEQN:127011/COMN FROM: Cust: R7064 JRef:1XGK70640005 T12 / DrwNo:171.22.1557.44419 /BM 06/20/2022 2 Complete Trusses Required W3 12' 3'3"13 3'3"13 6' 2'8"3 8'8"3 2'8"3 12' 3'3"13 3'3"5 3'3"5 6' 2'8"11 8'8"11 2'8"11 12' 3'3"51'6'A B C D E FGHI J 10 12 5X8(B2) 5X5(**) 3X8 4X7 8X8 3X8 5X5(**) 5X8(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3 2x4 SPF Stud;Lt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 504 /-/-/198 /-/55 H 251 /-/-/104 /8 /- Wind reactions based on MWFRS I Brg Wid = 3.5 Min Req =1.5 H Brg Wid = 1.5 Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. I - C 257 -401 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.064 E 986 240 VERT(TL):0.108 E 581 240 HORZ(LL):0.033 E - - HORZ(TL):0.056 E - - Creep Factor: 1.5 Max TC CSI:0.345 Max BC CSI:0.200 Max Web CSI:0.546 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:D01 Ply: 1 Qty:1 SEQN:127015 /GABL FROM: Cust: R7064 JRef:1XGK70640005 T52 / DrwNo:171.22.1557.35247 /BM 06/20/2022 W3 6" 7"12 1'0"12 1'4" (TYP) 9" 9" 6' 5'3" 7"12 7"12 5'10"8 5'2"12 6' 1"8 1'4"8 7"6 3'7"64'0"3A B C G HI 6 12 3X5(B2)2X3 3X4 3X5(**) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3 2x4 SPF Stud;Lt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 504 /-/-/198 /-/55 H 251 /-/-/104 /8 /- Wind reactions based on MWFRS I Brg Wid = 3.5 Min Req =1.5 H Brg Wid = 1.5 Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. I - C 257 -401 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.064 E 986 240 VERT(TL):0.108 E 581 240 HORZ(LL):0.033 E - - HORZ(TL):0.056 E - - Creep Factor: 1.5 Max TC CSI:0.345 Max BC CSI:0.200 Max Web CSI:0.546 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:D01 Ply: 1 Qty:1 SEQN:127015 /GABL FROM: Cust: R7064 JRef:1XGK70640005 T52 / DrwNo:171.22.1557.35247 /BM 06/20/2022 W3 6" 7"12 1'0"12 1'4" (TYP) 9" 9" 6' 5'3" 7"12 7"12 5'10"8 5'2"12 6' 1"8 1'4"8 7"6 3'7"64'0"3A B C G HI 6 12 3X5(B2)2X3 3X4 3X5(**) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3 2x4 SPF Stud;Lt Wedge: 2x3 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 504 /-/-/198 /-/55 E 251 /-/-/104 /8 /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req =1.5 E Brg Wid = 1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 263 -415 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 B 999 240 VERT(TL):-0.005 B 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.004 C - - Creep Factor: 1.5 Max TC CSI:0.423 Max BC CSI:0.202 Max Web CSI:0.159 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:D02 Ply: 1 Qty:6 SEQN:127019 /MONO FROM: Cust: R7064 JRef:1XGK70640005 T51 / DrwNo:171.22.1557.28169 /BM 06/20/2022 W3 6" 9" 9" 6' 5'3" 7"12 7"12 5'10"8 5'2"12 6' 1"8 1'4"8 7"6 3'7"64'0"3A B C D EF 6 12 3X5(B2)2X3 3X4 3X5(**) 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3 2x4 SPF Stud;Lt Wedge: 2x3 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 504 /-/-/198 /-/55 E 251 /-/-/104 /8 /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req =1.5 E Brg Wid = 1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 263 -415 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 B 999 240 VERT(TL):-0.005 B 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.004 C - - Creep Factor: 1.5 Max TC CSI:0.423 Max BC CSI:0.202 Max Web CSI:0.159 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:D02 Ply: 1 Qty:6 SEQN:127019 /MONO FROM: Cust: R7064 JRef:1XGK70640005 T51 / DrwNo:171.22.1557.28169 /BM 06/20/2022 W3 6" 9" 9" 6' 5'3" 7"12 7"12 5'10"8 5'2"12 6' 1"8 1'4"8 7"6 3'7"64'0"3A B C D EF 6 12 3X5(B2)2X3 3X4 3X5(**) 2X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 656 /-/-/259 /-/78 E 419 /-/-/174 /9 /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 122 -493 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 500 -86 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 473 -471 Webs Tens.Comp. C - E 215 -416 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 C 999 240 VERT(TL):0.018 C 999 240 HORZ(LL):0.003 E - - HORZ(TL):0.007 D - - Creep Factor: 1.5 Max TC CSI:0.405 Max BC CSI:0.602 Max Web CSI:0.335 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:D03 Ply: 1 Qty:4 SEQN:127021 /MONO FROM: Cust: R7064 JRef:1XGK70640005 T54 / DrwNo:171.22.1557.37341 /BM 06/20/2022 6"8'6" 4'4"11 4'4"11 9' 4'7"5 7"12 7"12 9' 8'4"41'4"8 7"6 5'1"65'6"3A B C D EF 6 12 3X5(B2)2X3 3X4 1.5X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 656 /-/-/259 /-/78 E 419 /-/-/174 /9 /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 122 -493 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 500 -86 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 473 -471 Webs Tens.Comp. C - E 215 -416 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 C 999 240 VERT(TL):0.018 C 999 240 HORZ(LL):0.003 E - - HORZ(TL):0.007 D - - Creep Factor: 1.5 Max TC CSI:0.405 Max BC CSI:0.602 Max Web CSI:0.335 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:D03 Ply: 1 Qty:4 SEQN:127021 /MONO FROM: Cust: R7064 JRef:1XGK70640005 T54 / DrwNo:171.22.1557.37341 /BM 06/20/2022 6"8'6" 4'4"11 4'4"11 9' 4'7"5 7"12 7"12 9' 8'4"41'4"8 7"6 5'1"65'6"3A B C D EF 6 12 3X5(B2)2X3 3X4 1.5X3 3X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T1 2x4 SPF #1/#2;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud;Lt Wedge: 2x4 SPF Stud;Rt Wedge: 2x4 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3652 /-/-/-/356 /- T 3705 /-/-/-/356 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 T Brg Wid = 5.5 Min Req =1.5 Bearings B & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 263 -2616 C - D 447 -4225 D - E 398 -3427 E - F 411 -3449 Chords Tens.Comp. F - G 377 -3100 G - H 372 -3062 H - I 311 -2805 I - J 329 -2925 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - S 2172 -217S - R 2369 -236 R - Q 3608 -383 Q - P 2921 -341 P - O 3393 -412 Chords Tens.Comp. O - N 3074 -375N - M 2397 -267 M - L 2397 -267 L - J 2457 -273 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - S 145 -1226 C - R 1599 -182 R - D 586 -28 D - Q 45 -723 Q - E 600 -27 Webs Tens.Comp. E - P 824 -109 P - F 837 -82 F - O 156 -1156 N - H 943 -149 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.64 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.263 P 999 240 VERT(TL):0.445 P 936 240 HORZ(LL):0.091 J - - HORZ(TL):0.154 J - - Creep Factor: 1.5 Max TC CSI:0.692 Max BC CSI:0.320 Max Web CSI:0.713 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E01 Ply: 2 Qty:1 SEQN:127169 /HIPS FROM: Page 1 of 2 Cust: R7064 JRef:1XGK70640005 T83 / DrwNo:171.22.1557.45607 /BM 06/20/2022 2 Complete Trusses Required T1 W2 35' 2'6" 2'6" 4'8"8 2'2"8 9'1"8 4'5" 14'10" 5'8"8 20'3" 5'5" 25'10"8 5'7"8 30'5"3 4'6"11 35' 4'6"13 2'6" 2'6" 4'6" 2' 8'11" 4'5" 12'10" 3'11" 14'10" 2' 20'5"8 5'7"8 23' 2'6"8 26'1" 3'1" 35' 8'11"1'4"8 1'4"8 7"81'5'11"66'5"9A B C D E F G H I J K LMNO PQR S T 7 12 6 12 4X8(B2) 5X5 6X8 8X8 3X5 3X5 5X7 8X8 4X4 8X8 3X4 4X5 4X5 5X7 3X4 1.5X3 5X8(B8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T1 2x4 SPF #1/#2;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud;Lt Wedge: 2x4 SPF Stud;Rt Wedge: 2x4 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3652 /-/-/-/356 /- T 3705 /-/-/-/356 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 T Brg Wid = 5.5 Min Req =1.5 Bearings B & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 263 -2616 C - D 447 -4225 D - E 398 -3427 E - F 411 -3449 Chords Tens.Comp. F - G 377 -3100 G - H 372 -3062 H - I 311 -2805 I - J 329 -2925 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - S 2172 -217S - R 2369 -236 R - Q 3608 -383 Q - P 2921 -341 P - O 3393 -412 Chords Tens.Comp. O - N 3074 -375N - M 2397 -267 M - L 2397 -267 L - J 2457 -273 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - S 145 -1226 C - R 1599 -182 R - D 586 -28 D - Q 45 -723 Q - E 600 -27 Webs Tens.Comp. E - P 824 -109 P - F 837 -82 F - O 156 -1156 N - H 943 -149 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.64 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.263 P 999 240 VERT(TL):0.445 P 936 240 HORZ(LL):0.091 J - - HORZ(TL):0.154 J - - Creep Factor: 1.5 Max TC CSI:0.692 Max BC CSI:0.320 Max Web CSI:0.713 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E01 Ply: 2 Qty:1 SEQN:127169 /HIPS FROM: Page 1 of 2 Cust: R7064 JRef:1XGK70640005 T83 / DrwNo:171.22.1557.45607 /BM 06/20/2022 2 Complete Trusses Required T1 W2 35' 2'6" 2'6" 4'8"8 2'2"8 9'1"8 4'5" 14'10" 5'8"8 20'3" 5'5" 25'10"8 5'7"8 30'5"3 4'6"11 35' 4'6"13 2'6" 2'6" 4'6" 2' 8'11" 4'5" 12'10" 3'11" 14'10" 2' 20'5"8 5'7"8 23' 2'6"8 26'1" 3'1" 35' 8'11"1'4"8 1'4"8 7"81'5'11"66'5"9A B C D E F G H I J K LMNO PQR S T 7 12 6 12 4X8(B2) 5X5 6X8 8X8 3X5 3X5 5X7 8X8 4X4 8X8 3X4 4X5 4X5 5X7 3X4 1.5X3 5X8(B8R) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 9.13TC: From 43 plf at 9.13 to 43 plf at 25.87TC: From 86 plf at 25.87 to 86 plf at 36.38BC: From 5 plf at -1.38 to 5 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.50BC: From 11 plf at 2.50 to 11 plf at 4.50BC: From 10 plf at 4.50 to 10 plf at 12.83BC: From 11 plf at 12.83 to 11 plf at 14.83BC: From 10 plf at 14.83 to 10 plf at 35.00BC: From 5 plf at 35.00 to 5 plf at 36.38TC: 369 lb Conc. Load at 9.13,25.87TC: 166 lb Conc. Load at 10.00,12.00TC: 184 lb Conc. Load at 14.00TC: 113 lb Conc. Load at 16.00,17.50,19.00,21.00 23.00,25.00BC: 119 lb Conc. Load at 2.00,29.00,31.00,33.00BC: 57 lb Conc. Load at 4.00BC: 107 lb Conc. Load at 6.00BC: 123 lb Conc. Load at 8.00 BC: 143 lb Conc. Load at 10.00,12.00BC: 124 lb Conc. Load at 14.00BC: 194 lb Conc. Load at 16.00,17.50,19.00,21.0023.00,25.00BC: 168 lb Conc. Load at 27.00 Job Number:9093 Cape Cod SC Truss Label:E01 Ply: 2 Qty:1 SEQN:127169 /HIPS FROM: Page 2 of 2 Cust: R7064 JRef:1XGK70640005 T83 / DrwNo:171.22.1557.45607 /BM 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 9.13TC: From 43 plf at 9.13 to 43 plf at 25.87TC: From 86 plf at 25.87 to 86 plf at 36.38BC: From 5 plf at -1.38 to 5 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.50BC: From 11 plf at 2.50 to 11 plf at 4.50BC: From 10 plf at 4.50 to 10 plf at 12.83BC: From 11 plf at 12.83 to 11 plf at 14.83BC: From 10 plf at 14.83 to 10 plf at 35.00BC: From 5 plf at 35.00 to 5 plf at 36.38TC: 369 lb Conc. Load at 9.13,25.87TC: 166 lb Conc. Load at 10.00,12.00TC: 184 lb Conc. Load at 14.00TC: 113 lb Conc. Load at 16.00,17.50,19.00,21.00 23.00,25.00BC: 119 lb Conc. Load at 2.00,29.00,31.00,33.00BC: 57 lb Conc. Load at 4.00BC: 107 lb Conc. Load at 6.00BC: 123 lb Conc. Load at 8.00 BC: 143 lb Conc. Load at 10.00,12.00BC: 124 lb Conc. Load at 14.00BC: 194 lb Conc. Load at 16.00,17.50,19.00,21.0023.00,25.00BC: 168 lb Conc. Load at 27.00 Job Number:9093 Cape Cod SC Truss Label:E01 Ply: 2 Qty:1 SEQN:127169 /HIPS FROM: Page 2 of 2 Cust: R7064 JRef:1XGK70640005 T83 / DrwNo:171.22.1557.45607 /BM 06/20/2022 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T3 2x4 SPF 1650f-1.5E;Bot chord: 2x4 SPF #1/#2; B3 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud;Lt Slider: 2x4 SPF Stud; block length = 1.500'Rt Slider: 2x4 SPF Stud; block length = 1.703' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 5X8(B2) except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2351 /-/-/733 /40 /130 N 2346 /-/-/729 /43 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.7 N Brg Wid = 5.5 Min Req =3.7 Bearings B & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 205 -3168 C - D 195 -3054 D - E 284 -4720 E - F 265 -3661 F - G 267 -2883 G - H 256 -2418 Chords Tens.Comp. H - I 256 -2283 I - J 257 -2290 J - K 242 -2066 K - L 248 -2607 L - M 233 -3274 M - N 286 -3549 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - W 2469 -102 W -V 2691 -112 V - U 3994 -169 U - T 3046 -110 T - S 2360 -57 Chords Tens.Comp. S - R 2677 -89 R - Q 2320 -83 Q - P 2688 -126 P - N 2691 -127 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - W 77 -1351 D - V 1732 -82 V - E 675 -3 E - U 72 -1075 U - F 629 -5 F - T 79 -1000 T - G 823 -35 Webs Tens.Comp. G - S 845 -59 H - S 794 -18 H - R 9 -918 R - I 66 -509 J - Q 59 -658 K - Q 788 -39 Q - L 86 -733 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.47 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.270 T 999 240 VERT(TL):0.430 T 963 240 HORZ(LL):0.153 N - - HORZ(TL):0.245 N - - Creep Factor: 1.5 Max TC CSI:0.793 Max BC CSI:0.786 Max Web CSI:0.986 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E02 Ply: 1 Qty:1 SEQN:127042 /HIPS FROM: Cust: R7064 JRef:1XGK70640005 T25 / DrwNo:171.22.1557.29872 /BM 06/20/2022 T3 B3 W2 35' 2'6" 2'6" 4'8"8 2'2"8 8'3"4 3'6"12 11'11"13 3'8"9 14'11"4 2'11"7 19'0"6 4'1"2 23'0"3 3'11"14 28'10"13 5'10"10 35' 6'1"3 2'6" 2'6" 4'6" 2' 8'0"12 3'6"12 11'9"5 3'8"9 12'10" 1'0"11 14'10" 2' 23' 8'2" 29'0"1 6'0"1 35' 5'11"151'4"8 1'4"8 7"81'7'7"68'1"9(a)(a)(a) (a) A B C D E F G H I J K L M N O PQR STUV W 7 12 6 12 3X5 5X7 5X8 H0715(SRS) 4X5 4X4 4X5 4X4 6X64X4 5X10(SRS)5X8 1.5X3 3X4 6X6 6X8 3X4 1.5X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T3 2x4 SPF 1650f-1.5E;Bot chord: 2x4 SPF #1/#2; B3 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud;Lt Slider: 2x4 SPF Stud; block length = 1.500'Rt Slider: 2x4 SPF Stud; block length = 1.703' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 5X8(B2) except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2351 /-/-/733 /40 /130 N 2346 /-/-/729 /43 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.7 N Brg Wid = 5.5 Min Req =3.7 Bearings B & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 205 -3168 C - D 195 -3054 D - E 284 -4720 E - F 265 -3661 F - G 267 -2883 G - H 256 -2418 Chords Tens.Comp. H - I 256 -2283 I - J 257 -2290 J - K 242 -2066 K - L 248 -2607 L - M 233 -3274 M - N 286 -3549 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - W 2469 -102 W -V 2691 -112 V - U 3994 -169 U - T 3046 -110 T - S 2360 -57 Chords Tens.Comp. S - R 2677 -89 R - Q 2320 -83 Q - P 2688 -126 P - N 2691 -127 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - W 77 -1351 D - V 1732 -82 V - E 675 -3 E - U 72 -1075 U - F 629 -5 F - T 79 -1000 T - G 823 -35 Webs Tens.Comp. G - S 845 -59 H - S 794 -18 H - R 9 -918 R - I 66 -509 J - Q 59 -658 K - Q 788 -39 Q - L 86 -733 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.47 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.270 T 999 240 VERT(TL):0.430 T 963 240 HORZ(LL):0.153 N - - HORZ(TL):0.245 N - - Creep Factor: 1.5 Max TC CSI:0.793 Max BC CSI:0.786 Max Web CSI:0.986 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E02 Ply: 1 Qty:1 SEQN:127042 /HIPS FROM: Cust: R7064 JRef:1XGK70640005 T25 / DrwNo:171.22.1557.29872 /BM 06/20/2022 T3 B3 W2 35' 2'6" 2'6" 4'8"8 2'2"8 8'3"4 3'6"12 11'11"13 3'8"9 14'11"4 2'11"7 19'0"6 4'1"2 23'0"3 3'11"14 28'10"13 5'10"10 35' 6'1"3 2'6" 2'6" 4'6" 2' 8'0"12 3'6"12 11'9"5 3'8"9 12'10" 1'0"11 14'10" 2' 23' 8'2" 29'0"1 6'0"1 35' 5'11"151'4"8 1'4"8 7"81'7'7"68'1"9(a)(a)(a) (a) A B C D E F G H I J K L M N O PQR STUV W 7 12 6 12 3X5 5X7 5X8 H0715(SRS) 4X5 4X4 4X5 4X4 6X64X4 5X10(SRS)5X8 1.5X3 3X4 6X6 6X8 3X4 1.5X3 4X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; B3 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W2,W7 2x4 SPF Stud; W8,W9,W10,W11 2x4 SPF #1/#2;Lt Slider: 2x4 SPF Stud; block length = 1.500'Rt Slider: 2x4 SPF Stud; block length = 2.116' Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2490 /-/-/739 /47 /157 M 2485 /-/-/734 /50 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.9 M Brg Wid = 5.5 Min Req =3.9 Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 188 -3437 C - D 179 -3356 D - E 258 -5337 E - F 239 -4177 F - G 240 -3292 G - H 250 -2528 Chords Tens.Comp. H - I 232 -2150 I - J 242 -2675 J - K 228 -3315 K - L 207 -3650 L - M 224 -3741 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - W 2713 -88 W -V 2955 -97 V - U 4549 -148 U - T 3477 -83 T - S 3038 -35 Chords Tens.Comp. S - R 2146 -3 R - Q 2721 -63 Q - P 2721 -63 P - O 3043 -113 O - M 3047 -113 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - W 69 -1490 D - V 2069 -73 V - E 681 0 E - U 76 -1183 U - F 651 0 F - T 88 -1118 Webs Tens.Comp. G - T 2170 -54 G - S 96 -2265 S - H 966 -52 I - R 812 -29 R - J 94 -912 P - K 60 -376 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.30 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.354 T 999 240 VERT(TL):0.548 T 756 240 HORZ(LL):0.188 M - - HORZ(TL):0.291 M - - Creep Factor: 1.5 Max TC CSI:0.771 Max BC CSI:0.991 Max Web CSI:0.995 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E03 Ply: 1 Qty:1 SEQN:127044 /HIPS FROM: Cust: R7064 JRef:1XGK70640005 T26 / DrwNo:171.22.1557.42997 /BM 06/20/2022 B3 W2 W7 W8 W9 W10 W11 35' 2'6" 2'6" 4'8"8 2'2"8 8'9"4 4'0"12 12'10"4 4'1" 14'10"1 1'11"13 20'1"15 5'3"14 24'11"10 4'9"11 29'11"13 5'0"3 35' 5'0"3 2'6" 2'6" 4'6" 2' 8'6"12 4'0"12 12'10" 4'3"4 14'10" 2' 20'3"11 5'5"11 23' 2'8"5 25'2"2 2'2"2 30'1"1 4'10"15 35' 4'10"151'4"8 1'4"8 7"81'9'3"69'9"9(a) (a) (a)(a)(a) (a) A B C D E F G H I J K L M N OPQRS TUV W 7 12 6 12 6X8(B2) 3X5 5X7 5X8 H0619(SRS) 4X5 4X5 5X5 8X8 8X12 6X12 5X7 5X7 5X7 4X6 4X4 3X4 3X4 1.5X3 4X4 6X8(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; B3 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W2,W7 2x4 SPF Stud; W8,W9,W10,W11 2x4 SPF #1/#2;Lt Slider: 2x4 SPF Stud; block length = 1.500'Rt Slider: 2x4 SPF Stud; block length = 2.116' Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2490 /-/-/739 /47 /157 M 2485 /-/-/734 /50 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.9 M Brg Wid = 5.5 Min Req =3.9 Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 188 -3437 C - D 179 -3356 D - E 258 -5337 E - F 239 -4177 F - G 240 -3292 G - H 250 -2528 Chords Tens.Comp. H - I 232 -2150 I - J 242 -2675 J - K 228 -3315 K - L 207 -3650 L - M 224 -3741 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - W 2713 -88 W -V 2955 -97 V - U 4549 -148 U - T 3477 -83 T - S 3038 -35 Chords Tens.Comp. S - R 2146 -3 R - Q 2721 -63 Q - P 2721 -63 P - O 3043 -113 O - M 3047 -113 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - W 69 -1490 D - V 2069 -73 V - E 681 0 E - U 76 -1183 U - F 651 0 F - T 88 -1118 Webs Tens.Comp. G - T 2170 -54 G - S 96 -2265 S - H 966 -52 I - R 812 -29 R - J 94 -912 P - K 60 -376 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.30 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.354 T 999 240 VERT(TL):0.548 T 756 240 HORZ(LL):0.188 M - - HORZ(TL):0.291 M - - Creep Factor: 1.5 Max TC CSI:0.771 Max BC CSI:0.991 Max Web CSI:0.995 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E03 Ply: 1 Qty:1 SEQN:127044 /HIPS FROM: Cust: R7064 JRef:1XGK70640005 T26 / DrwNo:171.22.1557.42997 /BM 06/20/2022 B3 W2 W7 W8 W9 W10 W11 35' 2'6" 2'6" 4'8"8 2'2"8 8'9"4 4'0"12 12'10"4 4'1" 14'10"1 1'11"13 20'1"15 5'3"14 24'11"10 4'9"11 29'11"13 5'0"3 35' 5'0"3 2'6" 2'6" 4'6" 2' 8'6"12 4'0"12 12'10" 4'3"4 14'10" 2' 20'3"11 5'5"11 23' 2'8"5 25'2"2 2'2"2 30'1"1 4'10"15 35' 4'10"151'4"8 1'4"8 7"81'9'3"69'9"9(a) (a) (a)(a)(a) (a) A B C D E F G H I J K L M N OPQRS TUV W 7 12 6 12 6X8(B2) 3X5 5X7 5X8 H0619(SRS) 4X5 4X5 5X5 8X8 8X12 6X12 5X7 5X7 5X7 4X6 4X4 3X4 3X4 1.5X3 4X4 6X8(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; B6 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W6 2x4 SPF Stud; W7,W8,W9,W10 2x4 SPF #1/#2;Lt Slider: 2x4 SPF Stud; block length = 1.500'Rt Wedge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2004 /-/-/743 /55 /184 V 1973 /-/-/732 /60 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.1 V Brg Wid = 5.5 Min Req =3.1 Bearings B & V are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 178 -2685 C - D 169 -2609 D - E 219 -4156 E - F 271 -4208 F - G 278 -4092 G - H 217 -2646 Chords Tens.Comp. H - I 261 -2101 I - J 226 -1941 J - K 226 -2597 K - L 204 -2660 L - M 215 -2966 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - U 2109 -77 U - T 2317 -79 T - S 2705 -76 S - R 2507 -4 Chords Tens.Comp. R - Q 1549 0 Q - P 2034 -37 P - O 2034 -37 O - M 2426 -112 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - U 46 -1200 D - T 1607 -45 T - G 1260 -58 G - S 103 -713 H - S 1751 -16 Webs Tens.Comp. H - R 102 -2095 R - I 953 -113 I - Q 864 -47 Q - J 129 -918 J - O 443 -12 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 24.08 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.290 S 999 240 VERT(TL):0.510 S 818 240 HORZ(LL):0.169 M - - HORZ(TL):0.296 M - - Creep Factor: 1.5 Max TC CSI:0.980 Max BC CSI:0.893 Max Web CSI:0.968 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E04 Ply: 1 Qty:2 SEQN:127046 COMN FROM: Cust: R7064 JRef:1XGK70640005 T27 DrwNo:171.22.1622.30920 /BM 06/20/2022 B6 W6 W7 W8 W9 W10 35' 2'6" 2'6" 4'7"4 2'1"4 7'2"8 2'7"4 8'8" 1'5"8 12'10"4 4'2"4 17'6" 4'7"12 23'4" 5'10" 27'9"8 4'5"9 29'1"15 1'4"7 35' 5'10"1 2'6" 2'6" 4'6" 2' 12'10" 8'4" 14'10" 2' 17'7"12 2'9"12 23' 5'4"4 26'2"15 3'2"15 35' 8'9"11'4"8 1'4"8 7"81'10'10"11'4"3(a) (a)(a) (a) A B C D E F G H I J K L M N OPQR ST U V 7 12 6 12 5X7(B2) 3X4 5X7 5X7 6X12 1.5X3 3X7 4X7 8X8 6X12 6X8 6X8 4X4 4X7 3X4 3X4 3X7 1.5X3 8X8(B7R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; B6 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W6 2x4 SPF Stud; W7,W8,W9,W10 2x4 SPF #1/#2;Lt Slider: 2x4 SPF Stud; block length = 1.500'Rt Wedge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2004 /-/-/743 /55 /184 V 1973 /-/-/732 /60 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.1 V Brg Wid = 5.5 Min Req =3.1 Bearings B & V are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 178 -2685 C - D 169 -2609 D - E 219 -4156 E - F 271 -4208 F - G 278 -4092 G - H 217 -2646 Chords Tens.Comp. H - I 261 -2101 I - J 226 -1941 J - K 226 -2597 K - L 204 -2660 L - M 215 -2966 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - U 2109 -77 U - T 2317 -79 T - S 2705 -76 S - R 2507 -4 Chords Tens.Comp. R - Q 1549 0 Q - P 2034 -37 P - O 2034 -37 O - M 2426 -112 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - U 46 -1200 D - T 1607 -45 T - G 1260 -58 G - S 103 -713 H - S 1751 -16 Webs Tens.Comp. H - R 102 -2095 R - I 953 -113 I - Q 864 -47 Q - J 129 -918 J - O 443 -12 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 24.08 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.290 S 999 240 VERT(TL):0.510 S 818 240 HORZ(LL):0.169 M - - HORZ(TL):0.296 M - - Creep Factor: 1.5 Max TC CSI:0.980 Max BC CSI:0.893 Max Web CSI:0.968 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E04 Ply: 1 Qty:2 SEQN:127046 COMN FROM: Cust: R7064 JRef:1XGK70640005 T27 DrwNo:171.22.1622.30920 /BM 06/20/2022 B6 W6 W7 W8 W9 W10 35' 2'6" 2'6" 4'7"4 2'1"4 7'2"8 2'7"4 8'8" 1'5"8 12'10"4 4'2"4 17'6" 4'7"12 23'4" 5'10" 27'9"8 4'5"9 29'1"15 1'4"7 35' 5'10"1 2'6" 2'6" 4'6" 2' 12'10" 8'4" 14'10" 2' 17'7"12 2'9"12 23' 5'4"4 26'2"15 3'2"15 35' 8'9"11'4"8 1'4"8 7"81'10'10"11'4"3(a) (a)(a) (a) A B C D E F G H I J K L M N OPQR ST U V 7 12 6 12 5X7(B2) 3X4 5X7 5X7 6X12 1.5X3 3X7 4X7 8X8 6X12 6X8 6X8 4X4 4X7 3X4 3X4 3X7 1.5X3 8X8(B7R) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W3,W4,W5 2x4 SPF #1/#2;Lt Wedge: 2x6 SP 2700f-2.2E;Rt Wedge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1986 /-/-/734 /62 /175 J 1856 /-/-/682 /45 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.1 J Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 221 -2988 C - D 211 -2682 D - E 232 -2619 E - F 230 -1960 Chords Tens.Comp. F - G 229 -1960 G - H 234 -2633 H - I 213 -2696 I - J 224 -3004 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - N 2445 -138N - M 2055 -63 M - L 2059 -63 Chords Tens.Comp. L - K 2059 -63K - J 2465 -142 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. N - E 436 -13 E - M 128 -916 F - M 1351 -134 Webs Tens.Comp. M - G 129 -923 G - K 452 -16 K - I 119 -375 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 24.08 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.235 M 999 240 VERT(TL):0.414 M 999 240 HORZ(LL):0.116 J - - HORZ(TL):0.204 J - - Creep Factor: 1.5 Max TC CSI:0.983 Max BC CSI:0.869 Max Web CSI:0.368 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E05 Ply: 1 Qty:7 SEQN:127048 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T23 / DrwNo:171.22.1557.45435 /BM 06/20/2022 W3 W4 W5 35' 5'10"1 5'10"1 7'2"8 1'4"7 11'8" 4'5"9 17'6" 5'10" 23'4" 5'10" 27'9"8 4'5"9 29'1"15 1'4"7 35' 5'10"1 8'9"1 8'9"1 17'6" 8'8"15 20' 2'6" 26'2"15 6'2"15 35' 8'9"11'4"8 7"810'10"11'4"3(a) (a) (a) A B C D E F G H I J KLMN 7 12 8X8(B7R) 1.5X3 3X7 3X4 3X4 5X7 4X8 3X7 3X4 3X4 3X7 1.5X3 8X8(B7R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W3,W4,W5 2x4 SPF #1/#2;Lt Wedge: 2x6 SP 2700f-2.2E;Rt Wedge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1986 /-/-/734 /62 /175 J 1856 /-/-/682 /45 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.1 J Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 221 -2988 C - D 211 -2682 D - E 232 -2619 E - F 230 -1960 Chords Tens.Comp. F - G 229 -1960 G - H 234 -2633 H - I 213 -2696 I - J 224 -3004 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - N 2445 -138N - M 2055 -63 M - L 2059 -63 Chords Tens.Comp. L - K 2059 -63K - J 2465 -142 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. N - E 436 -13 E - M 128 -916 F - M 1351 -134 Webs Tens.Comp. M - G 129 -923 G - K 452 -16 K - I 119 -375 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 24.08 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.235 M 999 240 VERT(TL):0.414 M 999 240 HORZ(LL):0.116 J - - HORZ(TL):0.204 J - - Creep Factor: 1.5 Max TC CSI:0.983 Max BC CSI:0.869 Max Web CSI:0.368 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E05 Ply: 1 Qty:7 SEQN:127048 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T23 / DrwNo:171.22.1557.45435 /BM 06/20/2022 W3 W4 W5 35' 5'10"1 5'10"1 7'2"8 1'4"7 11'8" 4'5"9 17'6" 5'10" 23'4" 5'10" 27'9"8 4'5"9 29'1"15 1'4"7 35' 5'10"1 8'9"1 8'9"1 17'6" 8'8"15 20' 2'6" 26'2"15 6'2"15 35' 8'9"11'4"8 7"810'10"11'4"3(a) (a) (a) A B C D E F G H I J KLMN 7 12 8X8(B7R) 1.5X3 3X7 3X4 3X4 5X7 4X8 3X7 3X4 3X4 3X7 1.5X3 8X8(B7R) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W3,W4,W5 2x4 SPF #1/#2;Lt Wedge: 2x6 SP 2700f-2.2E;Rt Wedge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1984 /-/-/734 /62 /185 P 1984 /-/-/734 /62 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.1 P Brg Wid = 5.5 Min Req =3.1 Bearings B & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 221 -2984 C - D 210 -2677 D - E 232 -2615 E - F 228 -1956 Chords Tens.Comp. F - G 228 -1956 G - H 231 -2615 H - I 210 -2678 I - J 220 -2984 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - O 2442 -112O - N 2051 -39 N - M 2051 -40 Chords Tens.Comp. M - L 2051 -40L - J 2442 -116 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. O - E 436 -14 E - N 128 -917 F - N 1348 -133 Webs Tens.Comp. N - G 128 -917 G - L 436 -14 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 24.08 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.238 N 999 240 VERT(TL):0.418 N 999 240 HORZ(LL):0.120 J - - HORZ(TL):0.209 J - - Creep Factor: 1.5 Max TC CSI:0.982 Max BC CSI:0.867 Max Web CSI:0.366 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E06 Ply: 1 Qty:4 SEQN:127050 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T22 / DrwNo:171.22.1557.45153 /BM 06/20/2022 W3 W4 W5 35' 5'10"1 5'10"1 7'2"8 1'4"7 11'8" 4'5"9 17'6" 5'10" 23'4" 5'10" 27'9"8 4'5"9 29'1"15 1'4"7 35' 5'10"1 8'9"1 8'9"1 17'6" 8'8"15 20' 2'6" 26'2"15 6'2"15 35' 8'9"11'4"8 1'4"8 7"810'10"11'4"3(a) (a) (a) A B C D E F G H I J K LMNO P 7 12 8X8(B7R) 1.5X3 3X7 3X4 3X4 5X7 4X8 3X7 3X4 3X4 3X7 1.5X3 8X8(B7R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W3,W4,W5 2x4 SPF #1/#2;Lt Wedge: 2x6 SP 2700f-2.2E;Rt Wedge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1984 /-/-/734 /62 /185 P 1984 /-/-/734 /62 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.1 P Brg Wid = 5.5 Min Req =3.1 Bearings B & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 221 -2984 C - D 210 -2677 D - E 232 -2615 E - F 228 -1956 Chords Tens.Comp. F - G 228 -1956 G - H 231 -2615 H - I 210 -2678 I - J 220 -2984 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - O 2442 -112O - N 2051 -39 N - M 2051 -40 Chords Tens.Comp. M - L 2051 -40L - J 2442 -116 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. O - E 436 -14 E - N 128 -917 F - N 1348 -133 Webs Tens.Comp. N - G 128 -917 G - L 436 -14 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 24.08 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.238 N 999 240 VERT(TL):0.418 N 999 240 HORZ(LL):0.120 J - - HORZ(TL):0.209 J - - Creep Factor: 1.5 Max TC CSI:0.982 Max BC CSI:0.867 Max Web CSI:0.366 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E06 Ply: 1 Qty:4 SEQN:127050 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T22 / DrwNo:171.22.1557.45153 /BM 06/20/2022 W3 W4 W5 35' 5'10"1 5'10"1 7'2"8 1'4"7 11'8" 4'5"9 17'6" 5'10" 23'4" 5'10" 27'9"8 4'5"9 29'1"15 1'4"7 35' 5'10"1 8'9"1 8'9"1 17'6" 8'8"15 20' 2'6" 26'2"15 6'2"15 35' 8'9"11'4"8 1'4"8 7"810'10"11'4"3(a) (a) (a) A B C D E F G H I J K LMNO P 7 12 8X8(B7R) 1.5X3 3X7 3X4 3X4 5X7 4X8 3X7 3X4 3X4 3X7 1.5X3 8X8(B7R) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T2 2x4 SPF #1/#2;Bot chord: 2x4 SPF 2100f-1.8E; Webs: 2x3 SPF Stud; W5,W6,W7 2x4 SPF #1/#2;Lt Wedge: 2x10 SP 2400f-2.0E;Rt Wedge: 2x10 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2485 /-/-/734 /55 /149 I 2356 /-/-/681 /38 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.2 I Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 218 -3839 C - D 239 -3426 D - E 251 -2752 E - F 240 -2212 Chords Tens.Comp. F - G 252 -2767 G - H 240 -3434 H - I 221 -3862 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - P 3173 -143P - O 3174 -144 O - N 2820 -92 N - M 2211 -33 Chords Tens.Comp. M - L 2211 -33L - K 2826 -93 K - J 3200 -148 J - I 3199 -148 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - O 62 -412 D - N 97 -970 N - E 871 -36 F - L 880 -38 Webs Tens.Comp. L - G 99 -976 G - K 381 -3 K - H 66 -437 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.30 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.281 L 999 240 VERT(TL):0.435 L 965 240 HORZ(LL):0.136 I - - HORZ(TL):0.211 I - - Creep Factor: 1.5 Max TC CSI:0.903 Max BC CSI:0.870 Max Web CSI:0.671 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E07 Ply: 1 Qty:1 SEQN:127052 /HIPS FROM: Cust: R7064 JRef:1XGK70640005 T20 / DrwNo:171.22.1557.42294 /BM 06/20/2022 T2 W5 W6 W7 35' 5'0"3 5'0"3 10'0"6 5'0"3 14'10"1 4'9"11 20'1"15 5'3"14 24'11"10 4'9"11 29'11"13 5'0"3 35' 5'0"3 4'10"15 4'10"15 9'9"14 4'10"15 14'8"5 4'10"7 19'11"14 5'3"9 20'5"7 5"9 25'2"2 4'8"11 30'1"1 4'10"15 35' 4'10"151'4"8 7"89'3"69'9"9(a) (a)(a)(a) (a) A B C D E F G H I JKLMNOP 7 12 8X12(B7R)1.5X3 3X4 3X4 4X4 5X7 5X7 3X7(**) 5X7 4X4 4X4 3X4 3X4 1.5X3 8X12(B7R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T2 2x4 SPF #1/#2;Bot chord: 2x4 SPF 2100f-1.8E; Webs: 2x3 SPF Stud; W5,W6,W7 2x4 SPF #1/#2;Lt Wedge: 2x10 SP 2400f-2.0E;Rt Wedge: 2x10 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2485 /-/-/734 /55 /149 I 2356 /-/-/681 /38 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.2 I Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 218 -3839 C - D 239 -3426 D - E 251 -2752 E - F 240 -2212 Chords Tens.Comp. F - G 252 -2767 G - H 240 -3434 H - I 221 -3862 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - P 3173 -143P - O 3174 -144 O - N 2820 -92 N - M 2211 -33 Chords Tens.Comp. M - L 2211 -33L - K 2826 -93 K - J 3200 -148 J - I 3199 -148 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - O 62 -412 D - N 97 -970 N - E 871 -36 F - L 880 -38 Webs Tens.Comp. L - G 99 -976 G - K 381 -3 K - H 66 -437 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.30 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.281 L 999 240 VERT(TL):0.435 L 965 240 HORZ(LL):0.136 I - - HORZ(TL):0.211 I - - Creep Factor: 1.5 Max TC CSI:0.903 Max BC CSI:0.870 Max Web CSI:0.671 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E07 Ply: 1 Qty:1 SEQN:127052 /HIPS FROM: Cust: R7064 JRef:1XGK70640005 T20 / DrwNo:171.22.1557.42294 /BM 06/20/2022 T2 W5 W6 W7 35' 5'0"3 5'0"3 10'0"6 5'0"3 14'10"1 4'9"11 20'1"15 5'3"14 24'11"10 4'9"11 29'11"13 5'0"3 35' 5'0"3 4'10"15 4'10"15 9'9"14 4'10"15 14'8"5 4'10"7 19'11"14 5'3"9 20'5"7 5"9 25'2"2 4'8"11 30'1"1 4'10"15 35' 4'10"151'4"8 7"89'3"69'9"9(a) (a)(a)(a) (a) A B C D E F G H I JKLMNOP 7 12 8X12(B7R)1.5X3 3X4 3X4 4X4 5X7 5X7 3X7(**) 5X7 4X4 4X4 3X4 3X4 1.5X3 8X12(B7R) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T2 2x4 SPF #1/#2;Bot chord: 2x4 SPF 2100f-1.8E; Webs: 2x3 SPF Stud; W4,W6 2x4 SPF #1/#2;Lt Wedge: 2x8 SP 2400f-2.0E;Rt Wedge: 2x8 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2346 /-/-/728 /47 /122 H 2217 /-/-/676 /31 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.0 H Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 241 -3473 C - D 262 -2700 D - E 278 -2444 Chords Tens.Comp. E - F 278 -2444 F - G 263 -2705 G - H 245 -3491 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - N 2804 -155 N - M 2804 -156M - L 2139 -87 L - K 2142 -88 Chords Tens.Comp. K - J 2142 -88 J - I 2825 -159I - H 2825 -159 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - M 82 -778 M - D 583 -5 D - L 628 -49 E - L 106 -901 Webs Tens.Comp. L - F 626 -57 F - J 593 -7 J - G 86 -799 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.47 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.237 E 999 240 VERT(TL):0.394 E 999 240 HORZ(LL):0.113 H - - HORZ(TL):0.180 H - - Creep Factor: 1.5 Max TC CSI:0.895 Max BC CSI:0.699 Max Web CSI:0.787 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E08 Ply: 1 Qty:1 SEQN:127054 /HIPS FROM: Cust: R7064 JRef:1XGK70640005 T19 / DrwNo:171.22.1557.45622 /BM 06/20/2022 T2 W4 W6 35' 6'1"3 6'1"3 11'11"13 5'10"10 17'6" 5'6"3 23'0"3 5'6"3 28'10"13 5'10"10 35' 6'1"3 5'11"15 5'11"15 11'9"5 5'9"6 17'6" 5'8"11 20' 2'6" 23'2"11 3'2"11 29'0"1 5'9"6 35' 5'11"151'4"8 7"87'7"68'1"9(a) (a) (a)(a) (a) A B C D E F G H IJKLMN 7 12 8X8(B9R)1.5X3 3X4 3X4 6X6 2X3 4X6 3X7 6X6 3X5 3X4 1.5X3 8X8(B9R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T2 2x4 SPF #1/#2;Bot chord: 2x4 SPF 2100f-1.8E; Webs: 2x3 SPF Stud; W4,W6 2x4 SPF #1/#2;Lt Wedge: 2x8 SP 2400f-2.0E;Rt Wedge: 2x8 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2346 /-/-/728 /47 /122 H 2217 /-/-/676 /31 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =3.0 H Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 241 -3473 C - D 262 -2700 D - E 278 -2444 Chords Tens.Comp. E - F 278 -2444 F - G 263 -2705 G - H 245 -3491 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - N 2804 -155 N - M 2804 -156M - L 2139 -87 L - K 2142 -88 Chords Tens.Comp. K - J 2142 -88 J - I 2825 -159I - H 2825 -159 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - M 82 -778 M - D 583 -5 D - L 628 -49 E - L 106 -901 Webs Tens.Comp. L - F 626 -57 F - J 593 -7 J - G 86 -799 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.47 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.237 E 999 240 VERT(TL):0.394 E 999 240 HORZ(LL):0.113 H - - HORZ(TL):0.180 H - - Creep Factor: 1.5 Max TC CSI:0.895 Max BC CSI:0.699 Max Web CSI:0.787 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E08 Ply: 1 Qty:1 SEQN:127054 /HIPS FROM: Cust: R7064 JRef:1XGK70640005 T19 / DrwNo:171.22.1557.45622 /BM 06/20/2022 T2 W4 W6 35' 6'1"3 6'1"3 11'11"13 5'10"10 17'6" 5'6"3 23'0"3 5'6"3 28'10"13 5'10"10 35' 6'1"3 5'11"15 5'11"15 11'9"5 5'9"6 17'6" 5'8"11 20' 2'6" 23'2"11 3'2"11 29'0"1 5'9"6 35' 5'11"151'4"8 7"87'7"68'1"9(a) (a) (a)(a) (a) A B C D E F G H IJKLMN 7 12 8X8(B9R)1.5X3 3X4 3X4 6X6 2X3 4X6 3X7 6X6 3X5 3X4 1.5X3 8X8(B9R) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF 1650f-1.5E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3,W5,W7,W9 2x4 SPF #1/#2;Lt Wedge: 2x4 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @11.25" o.c. Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 9.13TC: From 43 plf at 9.13 to 43 plf at 35.00BC: From 5 plf at -1.38 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 35.00TC: 369 lb Conc. Load at 9.13TC: 113 lb Conc. Load at 10.00,12.00,14.00,16.0018.00,20.00,22.00,24.00,26.00,28.00,30.00,32.0034.00BC: 119 lb Conc. Load at 2.00, 4.00, 6.00BC: 168 lb Conc. Load at 8.00BC: 194 lb Conc. Load at 10.00,12.00,14.00,16.00 18.00,20.00,22.00,24.00,26.00,28.00,30.00,32.0034.00 Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3611 /-/-/-/356 /- I 3642 /-/-/-/483 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 I Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 329 -2841 C - D 312 -2722 D - E 382 -2998 Chords Tens.Comp. E - F 365 -2814 F - G 365 -2814 G - H 244 -1850 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - N 2385 -273 N - M 2326 -269M - L 3004 -384 Chords Tens.Comp. L - K 3004 -384 K - J 1895 -250 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - M 890 -151 K - G 1207 -150 G - J 173 -1155 Webs Tens.Comp. J - H 2412 -318 H - I 231 -1680 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.64 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.198 E 999 240 VERT(TL):0.338 E 999 240 HORZ(LL):0.047 D - - HORZ(TL):0.080 D - - Creep Factor: 1.5 Max TC CSI:0.674 Max BC CSI:0.310 Max Web CSI:0.712 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E09 Ply: 2 Qty:1 SEQN:126304/HIPM FROM: Cust: R7064 JRef:1XGK70640005 T90 / DrwNo:171.22.1557.33997 /BM 06/20/2022 2 Complete Trusses Required W3 W5 W7 W9 35' 4'6"13 4'6"13 9'1"8 4'6"11 15'7"2 6'5"10 21'11"8 6'4"6 28'3"6 6'3"14 35' 6'8"10 8'11" 8'11" 15'4"10 6'5"10 19' 3'7"6 21'11"8 2'11"8 28'7"14 6'8"6 35' 6'4"21'4"8 7"8 5'9"75'11"66'5"9(a) A B C D E F G H IJKLMN 7 12 5X8(B8R) 1.5X3 3X4 5X7 4X4 3X4 5X5 5X5 4X10 4X6 6X8 6X6 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF 1650f-1.5E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3,W5,W7,W9 2x4 SPF #1/#2;Lt Wedge: 2x4 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @11.25" o.c. Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 9.13TC: From 43 plf at 9.13 to 43 plf at 35.00BC: From 5 plf at -1.38 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 35.00TC: 369 lb Conc. Load at 9.13TC: 113 lb Conc. Load at 10.00,12.00,14.00,16.0018.00,20.00,22.00,24.00,26.00,28.00,30.00,32.0034.00BC: 119 lb Conc. Load at 2.00, 4.00, 6.00BC: 168 lb Conc. Load at 8.00BC: 194 lb Conc. Load at 10.00,12.00,14.00,16.00 18.00,20.00,22.00,24.00,26.00,28.00,30.00,32.0034.00 Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3611 /-/-/-/356 /- I 3642 /-/-/-/483 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 I Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 329 -2841 C - D 312 -2722 D - E 382 -2998 Chords Tens.Comp. E - F 365 -2814 F - G 365 -2814 G - H 244 -1850 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - N 2385 -273 N - M 2326 -269M - L 3004 -384 Chords Tens.Comp. L - K 3004 -384 K - J 1895 -250 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - M 890 -151 K - G 1207 -150 G - J 173 -1155 Webs Tens.Comp. J - H 2412 -318 H - I 231 -1680 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.64 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.198 E 999 240 VERT(TL):0.338 E 999 240 HORZ(LL):0.047 D - - HORZ(TL):0.080 D - - Creep Factor: 1.5 Max TC CSI:0.674 Max BC CSI:0.310 Max Web CSI:0.712 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:E09 Ply: 2 Qty:1 SEQN:126304/HIPM FROM: Cust: R7064 JRef:1XGK70640005 T90 / DrwNo:171.22.1557.33997 /BM 06/20/2022 2 Complete Trusses Required W3 W5 W7 W9 35' 4'6"13 4'6"13 9'1"8 4'6"11 15'7"2 6'5"10 21'11"8 6'4"6 28'3"6 6'3"14 35' 6'8"10 8'11" 8'11" 15'4"10 6'5"10 19' 3'7"6 21'11"8 2'11"8 28'7"14 6'8"6 35' 6'4"21'4"8 7"8 5'9"75'11"66'5"9(a) A B C D E F G H IJKLMN 7 12 5X8(B8R) 1.5X3 3X4 5X7 4X4 3X4 5X5 5X5 4X10 4X6 6X8 6X6 3X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 88 plf at -1.38 to 88 plf at 0.87 BC: From 5 plf at -1.38 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.94BC: 38 lb Conc. Load at 2.00BC: 87 lb Conc. Load at 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 351 /-/-/-/16 /- C -/-63 /-/7 /-/- D 119 /-/-/13 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 19.54 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.206 Max BC CSI:0.453 Max Web CSI:0.082 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ01 Ply: 1 Qty:3 SEQN:127075 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T45 / DrwNo:171.22.1557.39107 /BM 06/20/2022 10"8 10"8 5'11"4 5'11"41'4"81'1'8"122'3"1A B C DE 10 12 1.5X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 88 plf at -1.38 to 88 plf at 0.87 BC: From 5 plf at -1.38 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.94BC: 38 lb Conc. Load at 2.00BC: 87 lb Conc. Load at 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 351 /-/-/-/16 /- C -/-63 /-/7 /-/- D 119 /-/-/13 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 19.54 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.206 Max BC CSI:0.453 Max Web CSI:0.082 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ01 Ply: 1 Qty:3 SEQN:127075 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T45 / DrwNo:171.22.1557.39107 /BM 06/20/2022 10"8 10"8 5'11"4 5'11"41'4"81'1'8"122'3"1A B C DE 10 12 1.5X3 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 327 /-/-/195 /33 /- C 61 /-/-/38 /22 /56 D 119 /-/-/71 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.12 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.362 Max Web CSI:0.096 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ02 Ply: 1 Qty:2 SEQN:127077 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T34 / DrwNo:171.22.1557.35888 /BM 06/20/2022 2'3"5 2'3"5 5'11"4 5'11"41'4"81'2'10"123'5"1A B C DE 10 12 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 327 /-/-/195 /33 /- C 61 /-/-/38 /22 /56 D 119 /-/-/71 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.12 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.362 Max Web CSI:0.096 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ02 Ply: 1 Qty:2 SEQN:127077 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T34 / DrwNo:171.22.1557.35888 /BM 06/20/2022 2'3"5 2'3"5 5'11"4 5'11"41'4"81'2'10"123'5"1A B C DE 10 12 1.5X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 374 /-/-/207 /48 /- C 138 /-/-/50 /6 /80 D 119 /-/-/71 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.71 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):-0.000 B - - HORZ(TL):-0.001 B - - Creep Factor: 1.5 Max TC CSI:0.232 Max BC CSI:0.362 Max Web CSI:0.106 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ03 Ply: 1 Qty:2 SEQN:127079 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T33 / DrwNo:171.22.1557.31716 /BM 06/20/2022 3'8"1 3'8"1 5'11"4 5'11"41'4"81'4'0"124'7"1A B C DE 10 12 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 374 /-/-/207 /48 /- C 138 /-/-/50 /6 /80 D 119 /-/-/71 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.71 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):-0.000 B - - HORZ(TL):-0.001 B - - Creep Factor: 1.5 Max TC CSI:0.232 Max BC CSI:0.362 Max Web CSI:0.106 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ03 Ply: 1 Qty:2 SEQN:127079 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T33 / DrwNo:171.22.1557.31716 /BM 06/20/2022 3'8"1 3'8"1 5'11"4 5'11"41'4"81'4'0"124'7"1A B C DE 10 12 1.5X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 448 /-/-/183 /-/105 D 79 /-/-/30 /17 /- E 168 /-/-/104 /20 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 E Brg Wid = 1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.29 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 F 999 240 VERT(TL):0.028 F 371 240 HORZ(LL):0.005 C - - HORZ(TL):0.016 C - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.357 Max Web CSI:0.124 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ04 Ply: 1 Qty:2 SEQN:127081/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T32 / DrwNo:171.22.1557.38263 /BM 06/20/2022 3' 3' 5'8"4 2'8"4 5'11"4 3" 5'11"4 5'11"41'4"81'5'2"125'9"1A B C D EFG 10 12 1.5X3 3X4 3X4 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 448 /-/-/183 /-/105 D 79 /-/-/30 /17 /- E 168 /-/-/104 /20 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 E Brg Wid = 1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.29 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 F 999 240 VERT(TL):0.028 F 371 240 HORZ(LL):0.005 C - - HORZ(TL):0.016 C - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.357 Max Web CSI:0.124 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ04 Ply: 1 Qty:2 SEQN:127081/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T32 / DrwNo:171.22.1557.38263 /BM 06/20/2022 3' 3' 5'8"4 2'8"4 5'11"4 3" 5'11"4 5'11"41'4"81'5'2"125'9"1A B C D EFG 10 12 1.5X3 3X4 3X4 2X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 465 /-/-/185 /-/121 E 194 /-/-/114 /28 /- D 113 /-/-/38 /28 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req =1.5 E Brg Wid = 1.5 D Brg Wid = 1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.65 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 F 999 240 VERT(TL):0.028 F 999 240 HORZ(LL):0.006 C - - HORZ(TL):0.016 C - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.360 Max Web CSI:0.122 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ05 Ply: 1 Qty:19 SEQN:127083/EJAC FROM: Cust: R7064 JRef:1XGK70640005 T31 / DrwNo:171.22.1557.33357 /BM 06/20/2022 3' 3' 5'11"4 2'11"4 5'8"4 5'8"4 5'11"4 3"1'4"81'5'11"66'5"11A B C D EFG 10 12 1.5X3 3X4 3X4 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 465 /-/-/185 /-/121 E 194 /-/-/114 /28 /- D 113 /-/-/38 /28 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req =1.5 E Brg Wid = 1.5 D Brg Wid = 1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.65 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 F 999 240 VERT(TL):0.028 F 999 240 HORZ(LL):0.006 C - - HORZ(TL):0.016 C - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.360 Max Web CSI:0.122 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ05 Ply: 1 Qty:19 SEQN:127083/EJAC FROM: Cust: R7064 JRef:1XGK70640005 T31 / DrwNo:171.22.1557.33357 /BM 06/20/2022 3' 3' 5'11"4 2'11"4 5'8"4 5'8"4 5'11"4 3"1'4"81'5'11"66'5"11A B C D EFG 10 12 1.5X3 3X4 3X4 2X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 281 /-/-/97 /-/59 D 176 /-/-/120 /-/- E 57 /-/-/35 /-/- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 E Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.12 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 F 999 240 VERT(TL):0.035 F 999 240 HORZ(LL):0.005 C - - HORZ(TL):0.018 C - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.081 Max Web CSI:0.104 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ06 Ply: 1 Qty:1 SEQN:127085/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T43 / DrwNo:171.22.1557.29217 /BM 06/20/2022 1'10" 1'10" 2'6" 8" 4'0"12 1'6"12 5'11"4 1'10"8 2'6" 2'6" 4'0"12 1'6"12 5'11"4 1'10"81'4"81'9"62'10"123'5"1A B C D EF GH 10 12 6 12 1.5X3 3X4 5X7 4X4 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 281 /-/-/97 /-/59 D 176 /-/-/120 /-/- E 57 /-/-/35 /-/- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 E Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.12 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 F 999 240 VERT(TL):0.035 F 999 240 HORZ(LL):0.005 C - - HORZ(TL):0.018 C - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.081 Max Web CSI:0.104 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ06 Ply: 1 Qty:1 SEQN:127085/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T43 / DrwNo:171.22.1557.29217 /BM 06/20/2022 1'10" 1'10" 2'6" 8" 4'0"12 1'6"12 5'11"4 1'10"8 2'6" 2'6" 4'0"12 1'6"12 5'11"4 1'10"81'4"81'9"62'10"123'5"1A B C D EF GH 10 12 6 12 1.5X3 3X4 5X7 4X4 4X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 388 /-/-/166 /-/84 D 106 /-/-/49 /17 /- E 107 /-/-/72 /-/- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 E Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.71 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.032 F 857 240 VERT(TL):0.081 F 336 240 HORZ(LL):0.015 C - - HORZ(TL):0.038 C - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.191 Max Web CSI:0.104 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ07 Ply: 1 Qty:1 SEQN:127087/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T42 / DrwNo:171.22.1557.35060 /BM 06/20/2022 1'10" 1'10" 4'6" 2'8" 5'11"4 1'5"4 2'6" 2'6" 4'6" 2' 5'11"4 1'5"41'4"81'4'0"124'7"1A B C D EF GH 10 12 6 12 1.5X3 3X4 3X7 4X4 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 388 /-/-/166 /-/84 D 106 /-/-/49 /17 /- E 107 /-/-/72 /-/- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 E Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.71 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.032 F 857 240 VERT(TL):0.081 F 336 240 HORZ(LL):0.015 C - - HORZ(TL):0.038 C - - Creep Factor: 1.5 Max TC CSI:0.180 Max BC CSI:0.191 Max Web CSI:0.104 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ07 Ply: 1 Qty:1 SEQN:127087/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T42 / DrwNo:171.22.1557.35060 /BM 06/20/2022 1'10" 1'10" 4'6" 2'8" 5'11"4 1'5"4 2'6" 2'6" 4'6" 2' 5'11"4 1'5"41'4"81'4'0"124'7"1A B C D EF GH 10 12 6 12 1.5X3 3X4 3X7 4X4 4X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 441 /-/-/182 /-/109 D 140 /-/-/51 /33 /- E 123 /-/-/89 /5 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 E Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.29 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.051 F 999 240 VERT(TL):0.097 F 626 240 HORZ(LL):0.024 C - - HORZ(TL):0.046 C - - Creep Factor: 1.5 Max TC CSI:0.236 Max BC CSI:0.290 Max Web CSI:0.099 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ08 Ply: 1 Qty:1 SEQN:127089/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T41 / DrwNo:171.22.1557.34406 /BM 06/20/2022 1'10" 1'10" 5'11"4 4'1"4 2'6" 2'6" 4'6" 2' 5'11"4 1'5"41'4"81'5'2"125'9"1A B C D EF GH 10 12 6 12 1.5X3 3X4 3X7 4X4 4X5(SRS) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 441 /-/-/182 /-/109 D 140 /-/-/51 /33 /- E 123 /-/-/89 /5 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 E Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.29 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.051 F 999 240 VERT(TL):0.097 F 626 240 HORZ(LL):0.024 C - - HORZ(TL):0.046 C - - Creep Factor: 1.5 Max TC CSI:0.236 Max BC CSI:0.290 Max Web CSI:0.099 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ08 Ply: 1 Qty:1 SEQN:127089/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T41 / DrwNo:171.22.1557.34406 /BM 06/20/2022 1'10" 1'10" 5'11"4 4'1"4 2'6" 2'6" 4'6" 2' 5'11"4 1'5"41'4"81'5'2"125'9"1A B C D EF GH 10 12 6 12 1.5X3 3X4 3X7 4X4 4X5(SRS) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 467 /-/-/187 /-/125 E 143 /-/-/98 /13 /- D 166 /-/-/57 /42 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 E Brg Wid = 1.5 D Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.65 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.064 F 999 240 VERT(TL):0.113 F 630 240 HORZ(LL):0.030 C - - HORZ(TL):0.054 C - - Creep Factor: 1.5 Max TC CSI:0.345 Max BC CSI:0.360 Max Web CSI:0.111 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ09 Ply: 1 Qty:2 SEQN:127091/EJAC FROM: Cust: R7064 JRef:1XGK70640005 T40 / DrwNo:171.22.1557.35372 /BM 06/20/2022 1'10" 1'10" 5'11"4 4'1"4 2'6" 2'6" 4'6" 2' 5'11"4 1'5"41'4"81'4'11"65'11"66'5"11A B C D EF GH 10 12 6 12 1.5X3 3X4 3X7 4X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 467 /-/-/187 /-/125 E 143 /-/-/98 /13 /- D 166 /-/-/57 /42 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 E Brg Wid = 1.5 D Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.65 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.064 F 999 240 VERT(TL):0.113 F 630 240 HORZ(LL):0.030 C - - HORZ(TL):0.054 C - - Creep Factor: 1.5 Max TC CSI:0.345 Max BC CSI:0.360 Max Web CSI:0.111 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ09 Ply: 1 Qty:2 SEQN:127091/EJAC FROM: Cust: R7064 JRef:1XGK70640005 T40 / DrwNo:171.22.1557.35372 /BM 06/20/2022 1'10" 1'10" 5'11"4 4'1"4 2'6" 2'6" 4'6" 2' 5'11"4 1'5"41'4"81'4'11"65'11"66'5"11A B C D EF GH 10 12 6 12 1.5X3 3X4 3X7 4X4 5X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 466 /-/-/186 /-/123 E 124 /-/-/87 /10 /- D 184 /-/-/66 /46 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 E Brg Wid = 1.5 D Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.65 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.120 F 594 240 VERT(TL):0.212 F 336 240 HORZ(LL):0.075 C - - HORZ(TL):0.132 C - - Creep Factor: 1.5 Max TC CSI:0.421 Max BC CSI:0.455 Max Web CSI:0.124 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ10 Ply: 1 Qty:1 SEQN:127093/EJAC FROM: Cust: R7064 JRef:1XGK70640005 T39 / DrwNo:171.22.1557.34513 /BM 06/20/2022 1'10" 1'10" 5'11"4 4'1"4 2'6" 2'6" 3'4"12 10"12 5'11"4 2'6"81'4"81'5"65'6"5'11"66'5"11A B C D EF GH 10 12 6 12 1.5X3 3X4 3X7 4X5 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 466 /-/-/186 /-/123 E 124 /-/-/87 /10 /- D 184 /-/-/66 /46 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.5 E Brg Wid = 1.5 D Brg Wid = 1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.65 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.120 F 594 240 VERT(TL):0.212 F 336 240 HORZ(LL):0.075 C - - HORZ(TL):0.132 C - - Creep Factor: 1.5 Max TC CSI:0.421 Max BC CSI:0.455 Max Web CSI:0.124 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ10 Ply: 1 Qty:1 SEQN:127093/EJAC FROM: Cust: R7064 JRef:1XGK70640005 T39 / DrwNo:171.22.1557.34513 /BM 06/20/2022 1'10" 1'10" 5'11"4 4'1"4 2'6" 2'6" 3'4"12 10"12 5'11"4 2'6"81'4"81'5"65'6"5'11"66'5"11A B C D EF GH 10 12 6 12 1.5X3 3X4 3X7 4X5 5X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 1.91 BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.94BC: 39 lb Conc. Load at 2.00, 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 318 /-/-/-/1 /- C 37 /-/-/-/4 /- D 119 /-/-/26 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.188 Max BC CSI:0.362 Max Web CSI:0.077 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ11 Ply: 1 Qty:1 SEQN:127095 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T79 / DrwNo:171.22.1557.28873 /BM 06/20/2022 1'10"15 1'10"15 5'11"4 5'11"41'4"811"91'11"11'11"10A B C DE 6 12 1.5X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 1.91 BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.94BC: 39 lb Conc. Load at 2.00, 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 318 /-/-/-/1 /- C 37 /-/-/-/4 /- D 119 /-/-/26 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.188 Max BC CSI:0.362 Max Web CSI:0.077 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ11 Ply: 1 Qty:1 SEQN:127095 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T79 / DrwNo:171.22.1557.28873 /BM 06/20/2022 1'10"15 1'10"15 5'11"4 5'11"41'4"811"91'11"11'11"10A B C DE 6 12 1.5X3 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 373 /-/-/167 /8 /- C 146 /-/-/31 /-/40 D 119 /-/-/70 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.263 Max BC CSI:0.362 Max Web CSI:0.162 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ12 Ply: 1 Qty:1 SEQN:127097 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T75 / DrwNo:171.22.1557.38544 /BM 06/20/2022 3'10"15 3'10"15 5'11"4 5'11"41'4"811"92'11"12'11"10A B C DE 6 12 1.5X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 373 /-/-/167 /8 /- C 146 /-/-/31 /-/40 D 119 /-/-/70 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.263 Max BC CSI:0.362 Max Web CSI:0.162 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ12 Ply: 1 Qty:1 SEQN:127097 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T75 / DrwNo:171.22.1557.38544 /BM 06/20/2022 3'10"15 3'10"15 5'11"4 5'11"41'4"811"92'11"12'11"10A B C DE 6 12 1.5X3 3X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 452 /-/-/185 /17 /- D 119 /-/-/70 /-/- C 240 /-/-/43 /-/55 Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 307 -393 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.765 Max BC CSI:0.362 Max Web CSI:0.185 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ13 Ply: 1 Qty:7 SEQN:127099 /EJAC FROM: Cust: R7064 JRef:1XGK70640005 T73 / DrwNo:171.22.1557.29529 /BM 06/20/2022 5'11"4 5'11"41'4"811"93'11"33'11"13A B C DE 6 12 1.5X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 452 /-/-/185 /17 /- D 119 /-/-/70 /-/- C 240 /-/-/43 /-/55 Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 307 -393 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.765 Max BC CSI:0.362 Max Web CSI:0.185 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ13 Ply: 1 Qty:7 SEQN:127099 /EJAC FROM: Cust: R7064 JRef:1XGK70640005 T73 / DrwNo:171.22.1557.29529 /BM 06/20/2022 5'11"4 5'11"41'4"811"93'11"33'11"13A B C DE 6 12 1.5X3 3X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 610 /-/-/172 /-/49 E 343 /-/-/120 /5 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 292 -535 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 C 999 240 VERT(TL):0.003 C 999 240 HORZ(LL):0.001 D - - HORZ(TL):-0.001 B - - Creep Factor: 1.5 Max TC CSI:0.775 Max BC CSI:0.342 Max Web CSI:0.215 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ14 Ply: 1 Qty:1 SEQN:127101 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T70 / DrwNo:171.22.1557.46325 /BM 06/20/2022 5'11"4 5'2"10 5'2"10 5'11"4 8"10 5'11"4 5'11"41'4"811"93'5"53'6"143'7"8A B C D EF 6 12 3X4 3X5 4X4 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 610 /-/-/172 /-/49 E 343 /-/-/120 /5 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 292 -535 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 C 999 240 VERT(TL):0.003 C 999 240 HORZ(LL):0.001 D - - HORZ(TL):-0.001 B - - Creep Factor: 1.5 Max TC CSI:0.775 Max BC CSI:0.342 Max Web CSI:0.215 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ14 Ply: 1 Qty:1 SEQN:127101 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T70 / DrwNo:171.22.1557.46325 /BM 06/20/2022 5'11"4 5'2"10 5'2"10 5'11"4 8"10 5'11"4 5'11"41'4"811"93'5"53'6"143'7"8A B C D EF 6 12 3X4 3X5 4X4 1.5X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 592 /-/-/171 /-/42 E 299 /-/-/112 /2 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 271 -470 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 C 999 240 VERT(TL):0.003 C 999 240 HORZ(LL):0.001 E - - HORZ(TL):0.001 E - - Creep Factor: 1.5 Max TC CSI:0.451 Max BC CSI:0.345 Max Web CSI:0.200 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ15 Ply: 1 Qty:1 SEQN:127103 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T53 / DrwNo:171.22.1557.45825 /BM 06/20/2022 5'11"4 4'2"10 4'2"10 5'11"4 1'8"10 5'11"4 5'11"41'4"811"92'11"53'0"143'1"8A B C D EF 6 12 1.5X3 3X7 4X4 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 592 /-/-/171 /-/42 E 299 /-/-/112 /2 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 271 -470 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 C 999 240 VERT(TL):0.003 C 999 240 HORZ(LL):0.001 E - - HORZ(TL):0.001 E - - Creep Factor: 1.5 Max TC CSI:0.451 Max BC CSI:0.345 Max Web CSI:0.200 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ15 Ply: 1 Qty:1 SEQN:127103 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T53 / DrwNo:171.22.1557.45825 /BM 06/20/2022 5'11"4 4'2"10 4'2"10 5'11"4 1'8"10 5'11"4 5'11"41'4"811"92'11"53'0"143'1"8A B C D EF 6 12 1.5X3 3X7 4X4 1.5X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 561 /-/-/169 /-/34 E 299 /-/-/107 /-/- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 252 -412 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 C 999 240 VERT(TL):0.005 C 999 240 HORZ(LL):0.001 E - - HORZ(TL):0.002 E - - Creep Factor: 1.5 Max TC CSI:0.230 Max BC CSI:0.347 Max Web CSI:0.188 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ16 Ply: 1 Qty:1 SEQN:127105 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T21 / DrwNo:171.22.1557.44810 /BM 06/20/2022 5'11"4 3'2"10 3'2"10 5'11"4 2'8"10 5'11"4 5'11"41'4"811"92'5"52'6"142'7"8A B C D EF 6 12 1.5X3 3X7 4X5 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 561 /-/-/169 /-/34 E 299 /-/-/107 /-/- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 252 -412 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 C 999 240 VERT(TL):0.005 C 999 240 HORZ(LL):0.001 E - - HORZ(TL):0.002 E - - Creep Factor: 1.5 Max TC CSI:0.230 Max BC CSI:0.347 Max Web CSI:0.188 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ16 Ply: 1 Qty:1 SEQN:127105 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T21 / DrwNo:171.22.1557.44810 /BM 06/20/2022 5'11"4 3'2"10 3'2"10 5'11"4 2'8"10 5'11"4 5'11"41'4"811"92'5"52'6"142'7"8A B C D EF 6 12 1.5X3 3X7 4X5 1.5X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 5.94 BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.94TC: 232 lb Conc. Load at 2.22TC: 227 lb Conc. Load at 4.00BC: 112 lb Conc. Load at 2.00, 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 753 /-/-/-/12 /- E 623 /-/-/-/2 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -754 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. F - E 627 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - G 10 -761 B - F 661 0 Webs Tens.Comp. C - E 0 -678 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 C 999 240 VERT(TL):0.019 C 999 240 HORZ(LL):0.003 D - - HORZ(TL):0.006 D - - Creep Factor: 1.5 Max TC CSI:0.846 Max BC CSI:0.412 Max Web CSI:0.398 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ17 Ply: 1 Qty:1 SEQN:127073 HIPM FROM: Cust: R7064 JRef:1XGK70640005 T30 DrwNo:171.22.1622.33923 /BM 06/20/2022 5'11"4 2'2"10 2'2"10 5'11"4 3'8"10 2'0"2 2'0"2 5'11"4 3'11"21'4"811"91'11"72'0"142'1"8A B C D EFG 6 12 3X5 1.5X3 3X4 4X4 1.5X3 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 5.94 BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.94TC: 232 lb Conc. Load at 2.22TC: 227 lb Conc. Load at 4.00BC: 112 lb Conc. Load at 2.00, 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 753 /-/-/-/12 /- E 623 /-/-/-/2 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -754 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. F - E 627 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - G 10 -761 B - F 661 0 Webs Tens.Comp. C - E 0 -678 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 C 999 240 VERT(TL):0.019 C 999 240 HORZ(LL):0.003 D - - HORZ(TL):0.006 D - - Creep Factor: 1.5 Max TC CSI:0.846 Max BC CSI:0.412 Max Web CSI:0.398 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ17 Ply: 1 Qty:1 SEQN:127073 HIPM FROM: Cust: R7064 JRef:1XGK70640005 T30 DrwNo:171.22.1622.33923 /BM 06/20/2022 5'11"4 2'2"10 2'2"10 5'11"4 3'8"10 2'0"2 2'0"2 5'11"4 3'11"21'4"811"91'11"72'0"142'1"8A B C D EFG 6 12 3X5 1.5X3 3X4 4X4 1.5X3 3X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 266 /-/-/113 /16 /- C -/-22 /-/18 /23 /19 D 39 /-/-/23 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.000 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.164 Max BC CSI:0.032 Max Web CSI:0.151 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ18 Ply: 1 Qty:1 SEQN:127107 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T81 / DrwNo:171.22.1557.35857 /BM 06/20/2022 1'2"3 1'2"3 1'11"4 1'11"41'4"811"91'6"101'7"4A B C DE 6 12 1.5X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 266 /-/-/113 /16 /- C -/-22 /-/18 /23 /19 D 39 /-/-/23 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.000 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.164 Max BC CSI:0.032 Max Web CSI:0.151 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ18 Ply: 1 Qty:1 SEQN:127107 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T81 / DrwNo:171.22.1557.35857 /BM 06/20/2022 1'2"3 1'2"3 1'11"4 1'11"41'4"811"91'6"101'7"4A B C DE 6 12 1.5X3 3X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 70 /-/-/34 /-/- B 51 /-/-/11 /1 /8 C 39 /-/-/23 /-/- Wind reactions based on MWFRS D Brg Wid = 5.5 Min Req =1.5 B Brg Wid = 1.5 C Brg Wid = 1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 A 999 240 VERT(TL):0.000 A 999 240 HORZ(LL):0.000 A - - HORZ(TL):0.000 A - - Creep Factor: 1.5 Max TC CSI:0.026 Max BC CSI:0.032 Max Web CSI:0.022 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ19 Ply: 1 Qty:1 SEQN:127109 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T94 / DrwNo:171.22.1557.33513 /BM 06/20/2022 1'2"3 1'2"3 1'11"4 1'11"411"91'6"10A B CD 6 12 1.5X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 70 /-/-/34 /-/- B 51 /-/-/11 /1 /8 C 39 /-/-/23 /-/- Wind reactions based on MWFRS D Brg Wid = 5.5 Min Req =1.5 B Brg Wid = 1.5 C Brg Wid = 1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 A 999 240 VERT(TL):0.000 A 999 240 HORZ(LL):0.000 A - - HORZ(TL):0.000 A - - Creep Factor: 1.5 Max TC CSI:0.026 Max BC CSI:0.032 Max Web CSI:0.022 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:EJ19 Ply: 1 Qty:1 SEQN:127109 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T94 / DrwNo:171.22.1557.33513 /BM 06/20/2022 1'2"3 1'2"3 1'11"4 1'11"411"91'6"10A B CD 6 12 1.5X3 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*119 /-/-/39 /1 /2 Wind reactions based on MWFRS J Brg Wid = 102 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 240 VERT(TL):0.002 C 999 240 HORZ(LL):-0.001 B - - HORZ(TL):-0.002 B - - Creep Factor: 1.5 Max TC CSI:0.198 Max BC CSI:0.040 Max Web CSI:0.038 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:F01 Ply: 1 Qty:1 SEQN:127111/GABL FROM: Cust: R7064 JRef:1XGK70640005 T102 / DrwNo:171.22.1557.36388 /BM 06/20/2022 8'6"8 2'1"8 1'4" (TYP) 11"12 1'6" 1'6" 8'6"8 7'0"8 8'6"8 8'6"81'4"8 7"1 11"91'0"4A B C I J 3 12 3X4(B2) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*119 /-/-/39 /1 /2 Wind reactions based on MWFRS J Brg Wid = 102 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 240 VERT(TL):0.002 C 999 240 HORZ(LL):-0.001 B - - HORZ(TL):-0.002 B - - Creep Factor: 1.5 Max TC CSI:0.198 Max BC CSI:0.040 Max Web CSI:0.038 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:F01 Ply: 1 Qty:1 SEQN:127111/GABL FROM: Cust: R7064 JRef:1XGK70640005 T102 / DrwNo:171.22.1557.36388 /BM 06/20/2022 8'6"8 2'1"8 1'4" (TYP) 11"12 1'6" 1'6" 8'6"8 7'0"8 8'6"8 8'6"81'4"8 7"1 11"91'0"4A B C I J 3 12 3X4(B2) 3X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 683 /-/-/187 /6 /26 E 436 /-/-/147 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 156 -619 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 523 -178 Chords Tens.Comp. F - E 529 -176 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 199 -601 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 F 999 240 VERT(TL):0.020 F 999 240 HORZ(LL):0.006 B - - HORZ(TL):0.010 B - - Creep Factor: 1.5 Max TC CSI:0.689 Max BC CSI:0.239 Max Web CSI:0.249 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:F02 Ply: 1 Qty:1 SEQN:127113/HIPM FROM: Cust: R7064 JRef:1XGK70640005 T101 / DrwNo:171.22.1557.29419 /BM 06/20/2022 8'6"8 5'6" 5'6" 8'6"8 3'0"8 5'7"4 5'7"4 8'6"8 2'11"41'4"8 7"1 1'11"92'0"4A B C D EF 3 12 3X4(B2) 4X5 1.5X3 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 683 /-/-/187 /6 /26 E 436 /-/-/147 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 156 -619 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 523 -178 Chords Tens.Comp. F - E 529 -176 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 199 -601 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 F 999 240 VERT(TL):0.020 F 999 240 HORZ(LL):0.006 B - - HORZ(TL):0.010 B - - Creep Factor: 1.5 Max TC CSI:0.689 Max BC CSI:0.239 Max Web CSI:0.249 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:F02 Ply: 1 Qty:1 SEQN:127113/HIPM FROM: Cust: R7064 JRef:1XGK70640005 T101 / DrwNo:171.22.1557.29419 /BM 06/20/2022 8'6"8 5'6" 5'6" 8'6"8 3'0"8 5'7"4 5'7"4 8'6"8 2'11"41'4"8 7"1 1'11"92'0"4A B C D EF 3 12 3X4(B2) 4X5 1.5X3 1.5X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF 2100f-1.8E; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 578 /-/-/188 /2 /38 E 436 /-/-/147 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 205 -749 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - E 683 -266 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 279 -709 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 C 999 240 VERT(TL):0.048 C 999 240 HORZ(LL):-0.005 D - - HORZ(TL):-0.016 B - - Creep Factor: 1.5 Max TC CSI:0.283 Max BC CSI:0.384 Max Web CSI:0.447 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:F03 Ply: 1 Qty:6 SEQN:127115/MONO FROM: Cust: R7064 JRef:1XGK70640005 T100 / DrwNo:171.22.1557.33232 /BM 06/20/2022 8'6"8 4'3"5 4'3"5 8'6"8 4'3"3 8'6"8 8'6"81'4"8 7"1 2'8"112'9"6A B C D E 3 12 3X4(B2) 2X3 1.5X3 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF 2100f-1.8E; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 578 /-/-/188 /2 /38 E 436 /-/-/147 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 205 -749 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - E 683 -266 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 279 -709 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 C 999 240 VERT(TL):0.048 C 999 240 HORZ(LL):-0.005 D - - HORZ(TL):-0.016 B - - Creep Factor: 1.5 Max TC CSI:0.283 Max BC CSI:0.384 Max Web CSI:0.447 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:F03 Ply: 1 Qty:6 SEQN:127115/MONO FROM: Cust: R7064 JRef:1XGK70640005 T100 / DrwNo:171.22.1557.33232 /BM 06/20/2022 8'6"8 4'3"5 4'3"5 8'6"8 4'3"3 8'6"8 8'6"81'4"8 7"1 2'8"112'9"6A B C D E 3 12 3X4(B2) 2X3 1.5X3 4X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 782 /-/-/277 /25 /38 E 304 /-/-/89 /-/- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 768 -591 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 619 -698 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 542 -992 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 B 999 240 VERT(TL):0.044 B 606 240 HORZ(LL):0.003 C - - HORZ(TL):-0.006 C - - Creep Factor: 1.5 Max TC CSI:0.473 Max BC CSI:0.280 Max Web CSI:0.341 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:F04 Ply: 1 Qty:3 SEQN:127117/MONO FROM: Cust: R7064 JRef:1XGK70640005 T97 / DrwNo:171.22.1557.37310 /BM 06/20/2022 2'6'6"8 4'0"13 4'0"13 8'6"8 4'5"11 2'2"12 2'2"12 8'6"8 6'3"121'4"8 7"1 2'8"112'9"6A B C D EF 3 12 3X4(B2) 3X4 3X5 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 782 /-/-/277 /25 /38 E 304 /-/-/89 /-/- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 E Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 768 -591 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 619 -698 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 542 -992 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 B 999 240 VERT(TL):0.044 B 606 240 HORZ(LL):0.003 C - - HORZ(TL):-0.006 C - - Creep Factor: 1.5 Max TC CSI:0.473 Max BC CSI:0.280 Max Web CSI:0.341 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:F04 Ply: 1 Qty:3 SEQN:127117/MONO FROM: Cust: R7064 JRef:1XGK70640005 T97 / DrwNo:171.22.1557.37310 /BM 06/20/2022 2'6'6"8 4'0"13 4'0"13 8'6"8 4'5"11 2'2"12 2'2"12 8'6"8 6'3"121'4"8 7"1 2'8"112'9"6A B C D EF 3 12 3X4(B2) 3X4 3X5 1.5X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x6 SP 2700f-2.2E; W1,W8 2x3 SPF Stud; W2,W42x4 SPF #1/#2; W3 2x4 SPF 1650f-1.5E;Lt Wedge: 2x6 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 5.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at 0.00 to 86 plf at 9.89 TC: From 84 plf at 9.89 to 84 plf at 21.53TC: From 42 plf at 21.53 to 42 plf at 25.17TC: From 84 plf at 25.17 to 84 plf at 32.54BC: From 20 plf at 0.00 to 20 plf at 21.17BC: From 10 plf at 21.17 to 10 plf at 25.17BC: From 20 plf at 25.17 to 20 plf at 31.17BC: From 4 plf at 31.17 to 4 plf at 32.54BC: 6120 lb Conc. Load at 19.31BC: 545 lb Conc. Load at 21.17,23.17BC: 1275 lb Conc. Load at 25.17 Wind Wind loads and reactions based on MWFRS. Additional Notes The maximum concentrated load is 6120# Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 4440 /-/-/77 /-/- H 7240 /-/-/94 /-/- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req =1.8 H Brg Wid = 5.5 Min Req =3.0 Bearings O & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3992 B - C 0 -4002 C - D 0 -3762 D - E 0 -6669 Chords Tens.Comp. E - F 0 -11025 F - G 0 -11039 G - H 0 -11921 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - N 3423 0N - M 6273 0 M - L 6273 0 Chords Tens.Comp. L - K 10247 0K - J 11473 0 J - H 11490 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - N 2300 0 N - D 0 -3571 D - L 3039 0 L - E 0 -4858 Webs Tens.Comp. E - K 3783 0 K - G 0 -804 G - J 628 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.12 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.483 K 770 240 VERT(TL):0.835 K 445 240 HORZ(LL):0.123 C - - HORZ(TL):0.213 C - - Creep Factor: 1.5 Max TC CSI:0.605 Max BC CSI:0.914 Max Web CSI:0.877 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:G01G Ply: 2 Qty:1 SEQN:127181 SPEC FROM: Cust: R7064 JRef:1XGK70640005 T67 DrwNo:171.22.1622.44133 /BM 06/20/2022 2 Complete Trusses Required W1 W2 W3 W4 W8 31'2" 4'11"5 4'11"5 9'10"11 4'11"5 14'7"3 4'8"9 18'10"4 4'3"1 21'5"11 2'7"7 24'1"15 2'8"3 31'2" 7'0"1 10'0"7 10'0"7 13'2" 3'1"9 14'11"3 1'9"3 19'3"12 4'4"9 24'3"3 4'11"7 31'2" 6'10"13 1'4"8 11"9 7"15'10"146'1"10A B C D E F G H I JKLMNO 6 12 312 8X8(B2) 1.5X3 5X8 8X12 H0514 8X8 8X8 8X8 6X12 5X7 3X7 3X5 H0619(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x6 SP 2700f-2.2E; W1,W8 2x3 SPF Stud; W2,W42x4 SPF #1/#2; W3 2x4 SPF 1650f-1.5E;Lt Wedge: 2x6 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 5.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at 0.00 to 86 plf at 9.89 TC: From 84 plf at 9.89 to 84 plf at 21.53TC: From 42 plf at 21.53 to 42 plf at 25.17TC: From 84 plf at 25.17 to 84 plf at 32.54BC: From 20 plf at 0.00 to 20 plf at 21.17BC: From 10 plf at 21.17 to 10 plf at 25.17BC: From 20 plf at 25.17 to 20 plf at 31.17BC: From 4 plf at 31.17 to 4 plf at 32.54BC: 6120 lb Conc. Load at 19.31BC: 545 lb Conc. Load at 21.17,23.17BC: 1275 lb Conc. Load at 25.17 Wind Wind loads and reactions based on MWFRS. Additional Notes The maximum concentrated load is 6120# Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 4440 /-/-/77 /-/- H 7240 /-/-/94 /-/- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req =1.8 H Brg Wid = 5.5 Min Req =3.0 Bearings O & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3992 B - C 0 -4002 C - D 0 -3762 D - E 0 -6669 Chords Tens.Comp. E - F 0 -11025 F - G 0 -11039 G - H 0 -11921 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - N 3423 0N - M 6273 0 M - L 6273 0 Chords Tens.Comp. L - K 10247 0K - J 11473 0 J - H 11490 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - N 2300 0 N - D 0 -3571 D - L 3039 0 L - E 0 -4858 Webs Tens.Comp. E - K 3783 0 K - G 0 -804 G - J 628 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.12 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.483 K 770 240 VERT(TL):0.835 K 445 240 HORZ(LL):0.123 C - - HORZ(TL):0.213 C - - Creep Factor: 1.5 Max TC CSI:0.605 Max BC CSI:0.914 Max Web CSI:0.877 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:G01G Ply: 2 Qty:1 SEQN:127181 SPEC FROM: Cust: R7064 JRef:1XGK70640005 T67 DrwNo:171.22.1622.44133 /BM 06/20/2022 2 Complete Trusses Required W1 W2 W3 W4 W8 31'2" 4'11"5 4'11"5 9'10"11 4'11"5 14'7"3 4'8"9 18'10"4 4'3"1 21'5"11 2'7"7 24'1"15 2'8"3 31'2" 7'0"1 10'0"7 10'0"7 13'2" 3'1"9 14'11"3 1'9"3 19'3"12 4'4"9 24'3"3 4'11"7 31'2" 6'10"13 1'4"8 11"9 7"15'10"146'1"10A B C D E F G H I JKLMNO 6 12 312 8X8(B2) 1.5X3 5X8 8X12 H0514 8X8 8X8 8X8 6X12 5X7 3X7 3X5 H0619(B3) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T1 2x4 SPF #1/#2;Bot chord: 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud;Rt Slider: 2x4 SPF Stud; block length = 2.333' Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1912 /-/-/566 /-/50 H 2118 /-/-/575 /-/- Wind reactions based on MWFRS N Brg Wid = 5.5 Min Req =3.0 H Brg Wid = 5.5 Min Req =3.3 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 399 -2708 C - D 497 -3036 D - E 484 -3215 Chords Tens.Comp. E - F 590 -4888 F - G 666 -5444 G - H 688 -5517 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 2453 -311 M - L 2312 -227L - K 4313 -513 Chords Tens.Comp. K - J 4313 -513 J - H 5221 -604 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - B 379 -2897 C - L 1012 -150 L - E 192 -1453 Webs Tens.Comp. E - J 536 0 J - F 145 -636 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.12 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.452 E 822 240 VERT(TL):0.708 E 524 240 HORZ(LL):0.119 H - - HORZ(TL):0.187 H - - Creep Factor: 1.5 Max TC CSI:0.785 Max BC CSI:0.947 Max Web CSI:0.985 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:G02 Ply: 1 Qty:1 SEQN:127119 /SPEC FROM: Cust: R7064 JRef:1XGK70640005 T69 / DrwNo:171.22.1557.43169 /BM 06/20/2022 T1 W2 31'2" 3'11"10 3'11"10 7'11"4 3'11"10 13'9"8 5'10"4 19'6"15 5'9"7 25'4"6 5'9"7 31'2" 5'9"10 7'8"12 7'8"12 13'10"12 6'2" 16' 2'1"4 22'5"11 6'5"11 31'2" 8'8"5 1'4"8 11"9 7"14'11"34'11"14(a) (a) A B C D E F G H I JKLMN 6 12 312 1.5X3 6X6 5X7 3X4 5X7 5X8 4X10 H0514 4X5 3X4 1.5X3 4X5 6X12(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T1 2x4 SPF #1/#2;Bot chord: 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud;Rt Slider: 2x4 SPF Stud; block length = 2.333' Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1912 /-/-/566 /-/50 H 2118 /-/-/575 /-/- Wind reactions based on MWFRS N Brg Wid = 5.5 Min Req =3.0 H Brg Wid = 5.5 Min Req =3.3 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 399 -2708 C - D 497 -3036 D - E 484 -3215 Chords Tens.Comp. E - F 590 -4888 F - G 666 -5444 G - H 688 -5517 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 2453 -311 M - L 2312 -227L - K 4313 -513 Chords Tens.Comp. K - J 4313 -513 J - H 5221 -604 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - B 379 -2897 C - L 1012 -150 L - E 192 -1453 Webs Tens.Comp. E - J 536 0 J - F 145 -636 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.12 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.452 E 822 240 VERT(TL):0.708 E 524 240 HORZ(LL):0.119 H - - HORZ(TL):0.187 H - - Creep Factor: 1.5 Max TC CSI:0.785 Max BC CSI:0.947 Max Web CSI:0.985 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:G02 Ply: 1 Qty:1 SEQN:127119 /SPEC FROM: Cust: R7064 JRef:1XGK70640005 T69 / DrwNo:171.22.1557.43169 /BM 06/20/2022 T1 W2 31'2" 3'11"10 3'11"10 7'11"4 3'11"10 13'9"8 5'10"4 19'6"15 5'9"7 25'4"6 5'9"7 31'2" 5'9"10 7'8"12 7'8"12 13'10"12 6'2" 16' 2'1"4 22'5"11 6'5"11 31'2" 8'8"5 1'4"8 11"9 7"14'11"34'11"14(a) (a) A B C D E F G H I JKLMN 6 12 312 1.5X3 6X6 5X7 3X4 5X7 5X8 4X10 H0514 4X5 3X4 1.5X3 4X5 6X12(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W4 2x4 SPF #1/#2;Lt Wedge: 2x8 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 5.94 TC: From 42 plf at 5.94 to 42 plf at 25.17TC: From 84 plf at 25.17 to 84 plf at 32.54BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 25.17BC: From 20 plf at 25.17 to 20 plf at 31.17 BC: From 4 plf at 31.17 to 4 plf at 32.54TC: 453 lb Conc. Load at 5.97TC: 240 lb Conc. Load at 8.00,10.00,12.00,14.0016.00,17.17BC: 119 lb Conc. Load at 2.00, 4.00, 6.00, 8.0010.00,12.00,14.00,16.00,17.17BC: 343 lb Conc. Load at 19.17BC: 299 lb Conc. Load at 21.17,23.17BC: 623 lb Conc. Load at 25.17 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 3551 /-/-/136 /-/- I 3419 /-/-/73 /-/- Wind reactions based on MWFRS R Brg Wid = 5.5 Min Req =2.9 I Brg Wid = 5.5 Min Req =2.8 Bearings R & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -5184 C - D 0 -5937 D - E 0 -8229 E - F 0 -8232 Chords Tens.Comp. F - G 0 -8664 G - H 0 -10069 H - I 0 -10086 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - Q 4360 0Q - P 4360 0 P - O 5429 0 O - N 8352 0 Chords Tens.Comp. N - M 8352 0M - L 9697 0 L - K 9675 0 K - I 9679 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Q - C 10 -588 C - P 1311 0 D - O 3221 0 E - O 27 -1151 Webs Tens.Comp. F - M 1360 0 M - G 25 -1452 G - L 968 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.12 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.450 M 827 240 VERT(TL):0.766 M 485 240 HORZ(LL):0.104 I - - HORZ(TL):0.178 I - - Creep Factor: 1.5 Max TC CSI:0.622 Max BC CSI:0.939 Max Web CSI:0.819 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:G03 Ply: 1 Qty:1 SEQN:127177 SPEC FROM: Cust: R7064 JRef:1XGK70640005 T29 DrwNo:171.22.1622.53293 /BM 06/20/2022 W4 31'2" 3'1"6 3'1"6 5'11"4 2'9"14 11'10"6 5'11"2 17'9"8 5'11"2 22'1"5 4'3"13 26'7"11 4'6"5 31'2" 4'6"5 3'0"2 3'0"2 5'8"4 2'8"2 11'10"6 6'2"2 16' 4'1"10 18'0"8 2'0"8 22'3"13 4'3"5 26'8"15 4'5"1 30'2"11 3'5"12 31'2" 11"5 1'4"8 1'4"8 11"9 7"13'11"34'2"(a) A B C D E F G H I J KLMNOPQR 6 12 312 8X12(B7R) 1.5X3 4X6 4X6 8X12 1.5X3 8X12 H0715 8X12 6X6 5X5 4X6 3X4 1.5X3 H0715(B9R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W4 2x4 SPF #1/#2;Lt Wedge: 2x8 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at -1.38 to 86 plf at 5.94 TC: From 42 plf at 5.94 to 42 plf at 25.17TC: From 84 plf at 25.17 to 84 plf at 32.54BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 25.17BC: From 20 plf at 25.17 to 20 plf at 31.17 BC: From 4 plf at 31.17 to 4 plf at 32.54TC: 453 lb Conc. Load at 5.97TC: 240 lb Conc. Load at 8.00,10.00,12.00,14.0016.00,17.17BC: 119 lb Conc. Load at 2.00, 4.00, 6.00, 8.0010.00,12.00,14.00,16.00,17.17BC: 343 lb Conc. Load at 19.17BC: 299 lb Conc. Load at 21.17,23.17BC: 623 lb Conc. Load at 25.17 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 3551 /-/-/136 /-/- I 3419 /-/-/73 /-/- Wind reactions based on MWFRS R Brg Wid = 5.5 Min Req =2.9 I Brg Wid = 5.5 Min Req =2.8 Bearings R & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -5184 C - D 0 -5937 D - E 0 -8229 E - F 0 -8232 Chords Tens.Comp. F - G 0 -8664 G - H 0 -10069 H - I 0 -10086 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - Q 4360 0Q - P 4360 0 P - O 5429 0 O - N 8352 0 Chords Tens.Comp. N - M 8352 0M - L 9697 0 L - K 9675 0 K - I 9679 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Q - C 10 -588 C - P 1311 0 D - O 3221 0 E - O 27 -1151 Webs Tens.Comp. F - M 1360 0 M - G 25 -1452 G - L 968 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.12 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.450 M 827 240 VERT(TL):0.766 M 485 240 HORZ(LL):0.104 I - - HORZ(TL):0.178 I - - Creep Factor: 1.5 Max TC CSI:0.622 Max BC CSI:0.939 Max Web CSI:0.819 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:G03 Ply: 1 Qty:1 SEQN:127177 SPEC FROM: Cust: R7064 JRef:1XGK70640005 T29 DrwNo:171.22.1622.53293 /BM 06/20/2022 W4 31'2" 3'1"6 3'1"6 5'11"4 2'9"14 11'10"6 5'11"2 17'9"8 5'11"2 22'1"5 4'3"13 26'7"11 4'6"5 31'2" 4'6"5 3'0"2 3'0"2 5'8"4 2'8"2 11'10"6 6'2"2 16' 4'1"10 18'0"8 2'0"8 22'3"13 4'3"5 26'8"15 4'5"1 30'2"11 3'5"12 31'2" 11"5 1'4"8 1'4"8 11"9 7"13'11"34'2"(a) A B C D E F G H I J KLMNOPQR 6 12 312 8X12(B7R) 1.5X3 4X6 4X6 8X12 1.5X3 8X12 H0715 8X12 6X6 5X5 4X6 3X4 1.5X3 H0715(B9R) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W8 2x4 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at 0.00 to 86 plf at 2.22 TC: From 43 plf at 2.22 to 43 plf at 10.31BC: From 10 plf at 0.00 to 10 plf at 10.31TC: 232 lb Conc. Load at 2.22TC: 227 lb Conc. Load at 4.00, 6.00, 8.00,10.00BC: 112 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 10.00 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 1065 /-/-/15 /-/- F 1275 /-/-/17 /-/- Wind reactions based on MWFRS J Brg Wid = 5.5 Min Req =1.7 F Brg Wid = - Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1385 B - C 0 -1821 Chords Tens.Comp. C - D 0 -1489 D - E 0 -1489 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. I - H 1249 0 Chords Tens.Comp. H - G 1843 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -1054 A - I 1276 0 B - H 689 0C - G 0 -421 Webs Tens.Comp. G - E 1725 0 D - G 42 -458 E - F 10 -1150 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.048 C 999 240 VERT(TL):0.082 C 999 240 HORZ(LL):0.012 B - - HORZ(TL):0.020 B - - Creep Factor: 1.5 Max TC CSI:0.353 Max BC CSI:0.601 Max Web CSI:0.768 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:H01 Ply: 1 Qty:1 SEQN:127069 HIPM FROM: Cust: R7064 JRef:1XGK70640005 T46 DrwNo:171.22.1622.56297 /BM 06/20/2022 W8 10'3"12 2'2"10 2'2"10 4'11" 2'8"6 7'6"2 2'7"2 10'3"12 2'9"10 1'11"2 1'11"2 4'8"8 2'9"6 7'6"2 2'9"10 10'3"12 2'9"1011"91'11"72'0"14A B C D E FGHIJ 6 12 5X5 3X4 3X7 4X5 3X5 3X4 1.5X3 6X8 4X7 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W8 2x4 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 86 plf at 0.00 to 86 plf at 2.22 TC: From 43 plf at 2.22 to 43 plf at 10.31BC: From 10 plf at 0.00 to 10 plf at 10.31TC: 232 lb Conc. Load at 2.22TC: 227 lb Conc. Load at 4.00, 6.00, 8.00,10.00BC: 112 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 10.00 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 1065 /-/-/15 /-/- F 1275 /-/-/17 /-/- Wind reactions based on MWFRS J Brg Wid = 5.5 Min Req =1.7 F Brg Wid = - Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1385 B - C 0 -1821 Chords Tens.Comp. C - D 0 -1489 D - E 0 -1489 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. I - H 1249 0 Chords Tens.Comp. H - G 1843 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -1054 A - I 1276 0 B - H 689 0C - G 0 -421 Webs Tens.Comp. G - E 1725 0 D - G 42 -458 E - F 10 -1150 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.048 C 999 240 VERT(TL):0.082 C 999 240 HORZ(LL):0.012 B - - HORZ(TL):0.020 B - - Creep Factor: 1.5 Max TC CSI:0.353 Max BC CSI:0.601 Max Web CSI:0.768 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:H01 Ply: 1 Qty:1 SEQN:127069 HIPM FROM: Cust: R7064 JRef:1XGK70640005 T46 DrwNo:171.22.1622.56297 /BM 06/20/2022 W8 10'3"12 2'2"10 2'2"10 4'11" 2'8"6 7'6"2 2'7"2 10'3"12 2'9"10 1'11"2 1'11"2 4'8"8 2'9"6 7'6"2 2'9"10 10'3"12 2'9"1011"91'11"72'0"14A B C D E FGHIJ 6 12 5X5 3X4 3X7 4X5 3X5 3X4 1.5X3 6X8 4X7 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 2100f-1.8E;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 545 /-/-/199 /-/24 D 545 /-/-/183 /-/- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 D Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 143 -702 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. E - D 576 -171 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - F 144 -541 A - E 581 -76 Webs Tens.Comp. B - D 174 -583 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.019 B 999 240 VERT(TL):0.033 B 999 240 HORZ(LL):0.007 C - - HORZ(TL):0.012 C - - Creep Factor: 1.5 Max TC CSI:0.759 Max BC CSI:0.448 Max Web CSI:0.937 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:H02 Ply: 1 Qty:1 SEQN:127121 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T71 / DrwNo:171.22.1557.29747 /BM 06/20/2022 T2 10'3"12 3'2"10 3'2"10 10'3"12 7'1"2 3'0"2 3'0"2 10'3"12 7'3"1011"92'5"52'6"14A B C DEF 6 12 3X4 3X5 3X4 4X4 2X3 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 2100f-1.8E;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 545 /-/-/199 /-/24 D 545 /-/-/183 /-/- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 D Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 143 -702 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. E - D 576 -171 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - F 144 -541 A - E 581 -76 Webs Tens.Comp. B - D 174 -583 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.019 B 999 240 VERT(TL):0.033 B 999 240 HORZ(LL):0.007 C - - HORZ(TL):0.012 C - - Creep Factor: 1.5 Max TC CSI:0.759 Max BC CSI:0.448 Max Web CSI:0.937 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:H02 Ply: 1 Qty:1 SEQN:127121 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T71 / DrwNo:171.22.1557.29747 /BM 06/20/2022 T2 10'3"12 3'2"10 3'2"10 10'3"12 7'1"2 3'0"2 3'0"2 10'3"12 7'3"1011"92'5"52'6"14A B C DEF 6 12 3X4 3X5 3X4 4X4 2X3 4X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 577 /-/-/204 /-/31 D 545 /-/-/186 /-/- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 D Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 125 -661 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. E - D 519 -158 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - F 146 -552 A - E 509 -44 Webs Tens.Comp. B - D 169 -555 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 B 999 240 VERT(TL):0.029 B 999 240 HORZ(LL):0.004 D - - HORZ(TL):0.006 D - - Creep Factor: 1.5 Max TC CSI:0.873 Max BC CSI:0.336 Max Web CSI:0.715 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:H03 Ply: 1 Qty:1 SEQN:127123 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T72 / DrwNo:171.22.1557.28529 /BM 06/20/2022 10'3"12 4'2"10 4'2"10 10'3"12 6'1"2 4'0"2 4'0"2 10'3"12 6'3"1011"92'11"53'0"14A B C DEF 6 12 3X4 3X5 3X4 4X4 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 577 /-/-/204 /-/31 D 545 /-/-/186 /-/- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 D Brg Wid = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 125 -661 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. E - D 519 -158 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - F 146 -552 A - E 509 -44 Webs Tens.Comp. B - D 169 -555 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 B 999 240 VERT(TL):0.029 B 999 240 HORZ(LL):0.004 D - - HORZ(TL):0.006 D - - Creep Factor: 1.5 Max TC CSI:0.873 Max BC CSI:0.336 Max Web CSI:0.715 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:H03 Ply: 1 Qty:1 SEQN:127123 /HIPM FROM: Cust: R7064 JRef:1XGK70640005 T72 / DrwNo:171.22.1557.28529 /BM 06/20/2022 10'3"12 4'2"10 4'2"10 10'3"12 6'1"2 4'0"2 4'0"2 10'3"12 6'3"1011"92'11"53'0"14A B C DEF 6 12 3X4 3X5 3X4 4X4 2X3 3X5 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x4 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. Seedetail drawing HIPFRAME0118, HIPFR1800118, orHIPFRSCAB0619 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: -CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL):0.000 P 999 240 HORZ(LL):0.000 - - - HORZ(TL):-0.000 J - - Creep Factor: 1.5 Max TC CSI:0.001 Max BC CSI:0.001 Max Web CSI:0.002 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:HDG01 Ply: 1 Qty:2 SEQN:127125/HIP_ FROM: Cust: R7064 JRef:1XGK70640005 T44 / DrwNo:171.22.1557.27388 /BM 06/20/2022 16'5"11 2'3"2 2'(TYP) 8'2"14 8'2"14 16'5"11 8'2"14 16'5"11 16'5"11 0"47'6"5A E I 10.93 12 3X4(D1) 4X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x4 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. Seedetail drawing HIPFRAME0118, HIPFR1800118, orHIPFRSCAB0619 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: -CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL):0.000 P 999 240 HORZ(LL):0.000 - - - HORZ(TL):-0.000 J - - Creep Factor: 1.5 Max TC CSI:0.001 Max BC CSI:0.001 Max Web CSI:0.002 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:HDG01 Ply: 1 Qty:2 SEQN:127125/HIP_ FROM: Cust: R7064 JRef:1XGK70640005 T44 / DrwNo:171.22.1557.27388 /BM 06/20/2022 16'5"11 2'3"2 2'(TYP) 8'2"14 8'2"14 16'5"11 8'2"14 16'5"11 16'5"11 0"47'6"5A E I 10.93 12 3X4(D1) 4X4 3X4(D1) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: ; Webs: 2x10 SP 2400f-2.0E; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 1 plf at -2.49 to 1 plf at 1.57 TC: From 2 plf at 1.57 to 2 plf at 10.26TC: -17 lb Conc. Load at 1.57TC: 119 lb Conc. Load at 3.27TC: 61 lb Conc. Load at 4.01TC: 138 lb Conc. Load at 6.45 TC: 235 lb Conc. Load at 6.75TC: 79 lb Conc. Load at 8.89 Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 268 /-/-/-/46 /- C 369 /-/-/-/63 /- Wind reactions based on MWFRS D Brg Wid = 8.5 Min Req =1.5 C Brg Wid = 1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 0.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.59 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.251 A 137 240 VERT(TL):-0.445 A 77 240 HORZ(LL):0.078 C - - HORZ(TL):0.138 C - - Creep Factor: 1.5 Max TC CSI:0.578 Max BC CSI:0.000 Max Web CSI:0.006 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:R01 Ply: 1 Qty:3 SEQN:127171 CALF FROM: Cust: R7064 JRef:1XGK70640005 T28 DrwNo:171.22.1623.00080 /BM 06/20/2022 2'5"14 2'10"8 2'10"8 12'9"1 9'10"9 12'9"1 12'9"1 8"10 11"12 6"2 6'7"4A B C D 5.73 12 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: ; Webs: 2x10 SP 2400f-2.0E; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 1 plf at -2.49 to 1 plf at 1.57 TC: From 2 plf at 1.57 to 2 plf at 10.26TC: -17 lb Conc. Load at 1.57TC: 119 lb Conc. Load at 3.27TC: 61 lb Conc. Load at 4.01TC: 138 lb Conc. Load at 6.45 TC: 235 lb Conc. Load at 6.75TC: 79 lb Conc. Load at 8.89 Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 268 /-/-/-/46 /- C 369 /-/-/-/63 /- Wind reactions based on MWFRS D Brg Wid = 8.5 Min Req =1.5 C Brg Wid = 1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 0.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.59 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.251 A 137 240 VERT(TL):-0.445 A 77 240 HORZ(LL):0.078 C - - HORZ(TL):0.138 C - - Creep Factor: 1.5 Max TC CSI:0.578 Max BC CSI:0.000 Max Web CSI:0.006 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:R01 Ply: 1 Qty:3 SEQN:127171 CALF FROM: Cust: R7064 JRef:1XGK70640005 T28 DrwNo:171.22.1623.00080 /BM 06/20/2022 2'5"14 2'10"8 2'10"8 12'9"1 9'10"9 12'9"1 12'9"1 8"10 11"12 6"2 6'7"4A B C D 5.73 12 3X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: ; Webs: 2x10 SP 2400f-2.0E; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 1 plf at -2.00 to 1 plf at 2.64 TC: From 1 plf at 2.64 to 1 plf at 5.59TC: From 1 plf at 5.59 to 1 plf at 8.33TC: 75 lb Conc. Load at 2.72TC: 146 lb Conc. Load at 5.47, 5.59 Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 161 /-/-/-/7 /- C 214 /-/-/0 /-/- Wind reactions based on MWFRS D Brg Wid = 7.0 Min Req =1.5 C Brg Wid = 1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 0.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.077 A 370 240 VERT(TL):-0.137 A 207 240 HORZ(LL):0.027 C - - HORZ(TL):0.048 C - - Creep Factor: 1.5 Max TC CSI:0.302 Max BC CSI:0.000 Max Web CSI:0.003 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:R02 Ply: 1 Qty:1 SEQN:127127 /CALF FROM: Cust: R7064 JRef:1XGK70640005 T76 / DrwNo:171.22.1557.28747 /BM 06/20/2022 1'11"15 2'4"9 2'4"9 10'3"15 7'11"6 10'3"15 10'3"15 2"1211"95"13 4'1"11A B C D 4.24 12 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: ; Webs: 2x10 SP 2400f-2.0E; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 1 plf at -2.00 to 1 plf at 2.64 TC: From 1 plf at 2.64 to 1 plf at 5.59TC: From 1 plf at 5.59 to 1 plf at 8.33TC: 75 lb Conc. Load at 2.72TC: 146 lb Conc. Load at 5.47, 5.59 Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 161 /-/-/-/7 /- C 214 /-/-/0 /-/- Wind reactions based on MWFRS D Brg Wid = 7.0 Min Req =1.5 C Brg Wid = 1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 0.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.077 A 370 240 VERT(TL):-0.137 A 207 240 HORZ(LL):0.027 C - - HORZ(TL):0.048 C - - Creep Factor: 1.5 Max TC CSI:0.302 Max BC CSI:0.000 Max Web CSI:0.003 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:R02 Ply: 1 Qty:1 SEQN:127127 /CALF FROM: Cust: R7064 JRef:1XGK70640005 T76 / DrwNo:171.22.1557.28747 /BM 06/20/2022 1'11"15 2'4"9 2'4"9 10'3"15 7'11"6 10'3"15 10'3"15 2"1211"95"13 4'1"11A B C D 4.24 12 3X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: ; Webs: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 1 plf at -3.23 to 1 plf at 2.67 TC: From 2 plf at 2.67 to 2 plf at 4.84TC: 51 lb Conc. Load at 2.67TC: 206 lb Conc. Load at 4.74 Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 35 /-/-/-/1 /- D 232 /-/-/-/21 /- Wind reactions based on MWFRS E Brg Wid = 10.8 Min Req =1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 0.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.006 A 999 240 VERT(TL):-0.012 A 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.004 C - - Creep Factor: 1.5 Max TC CSI:0.037 Max BC CSI:0.000 Max Web CSI:0.010 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:R03 Ply: 1 Qty:2 SEQN:127173 CALF FROM: Cust: R7064 JRef:1XGK70640005 T84 DrwNo:171.22.1623.03400 /BM 06/20/2022 3'2"12 3'4" 3'4" 3'5"4 1"4 4'10"4 1'5" 8'0"13 3'2"9 8'0"13 8'0"13 2"811"135"10 2'3"4A B C D E 2.68 12 1.5X3 1.5X3 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: ; Webs: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 1 plf at -3.23 to 1 plf at 2.67 TC: From 2 plf at 2.67 to 2 plf at 4.84TC: 51 lb Conc. Load at 2.67TC: 206 lb Conc. Load at 4.74 Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 35 /-/-/-/1 /- D 232 /-/-/-/21 /- Wind reactions based on MWFRS E Brg Wid = 10.8 Min Req =1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 0.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.006 A 999 240 VERT(TL):-0.012 A 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.004 C - - Creep Factor: 1.5 Max TC CSI:0.037 Max BC CSI:0.000 Max Web CSI:0.010 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:R03 Ply: 1 Qty:2 SEQN:127173 CALF FROM: Cust: R7064 JRef:1XGK70640005 T84 DrwNo:171.22.1623.03400 /BM 06/20/2022 3'2"12 3'4" 3'4" 3'5"4 1"4 4'10"4 1'5" 8'0"13 3'2"9 8'0"13 8'0"13 2"811"135"10 2'3"4A B C D E 2.68 12 1.5X3 1.5X3 2X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 315 /-/-/114 /10 /53 D 38 /-/-/25 /-/- C 119 /-/-/27 /24 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 19.96 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.000 B 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.030 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ01 Ply: 1 Qty:3 SEQN:127133/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T37 / DrwNo:171.22.1557.41997 /BM 06/20/2022 1"8 1"8 1'11"4 1'9"121'4"8 1'5"7 3'4"11 3'4"11 7"82'7"43'1"7A B C D 7 12 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 315 /-/-/114 /10 /53 D 38 /-/-/25 /-/- C 119 /-/-/27 /24 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 19.96 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.000 B 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.030 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ01 Ply: 1 Qty:3 SEQN:127133/CAJA FROM: Cust: R7064 JRef:1XGK70640005 T37 / DrwNo:171.22.1557.41997 /BM 06/20/2022 1"8 1"8 1'11"4 1'9"121'4"8 1'5"7 3'4"11 3'4"11 7"82'7"43'1"7A B C D 7 12 3X5(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 381 /-/-/127 /4 /87 D 87 /-/-/37 /10 /- C 235 /-/-/57 /46 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.80 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.000 B 999 240 HORZ(LL):0.014 B - - HORZ(TL):0.021 B - - Creep Factor: 1.5 Max TC CSI:0.737 Max BC CSI:0.240 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ02 Ply: 1 Qty:3 SEQN:127135 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T36 / DrwNo:171.22.1557.28216 /BM 06/20/2022 1"8 1"8 1'11"4 1'9"121'4"8 4'3"12 6'3" 6'3" 7"84'3"44'9"7A B C D 7 12 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 381 /-/-/127 /4 /87 D 87 /-/-/37 /10 /- C 235 /-/-/57 /46 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.80 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.99 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.000 B 999 240 HORZ(LL):0.014 B - - HORZ(TL):0.021 B - - Creep Factor: 1.5 Max TC CSI:0.737 Max BC CSI:0.240 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ02 Ply: 1 Qty:3 SEQN:127135 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T36 / DrwNo:171.22.1557.28216 /BM 06/20/2022 1"8 1"8 1'11"4 1'9"121'4"8 4'3"12 6'3" 6'3" 7"84'3"44'9"7A B C D 7 12 3X5(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 270 /-/-/109 /17 /- C 37 /-/-/20 /8 /24 D 39 /-/-/23 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.164 Max BC CSI:0.032 Max Web CSI:0.149 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ03 Ply: 1 Qty:1 SEQN:127137 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T78 / DrwNo:171.22.1557.37857 /BM 06/20/2022 1'11"4 1'11"41'4"811"91'11"11'11"10A B C DE 6 12 1.5X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 270 /-/-/109 /17 /- C 37 /-/-/20 /8 /24 D 39 /-/-/23 /-/- Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.164 Max BC CSI:0.032 Max Web CSI:0.149 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ03 Ply: 1 Qty:1 SEQN:127137 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T78 / DrwNo:171.22.1557.37857 /BM 06/20/2022 1'11"4 1'11"41'4"811"91'11"11'11"10A B C DE 6 12 1.5X3 3X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 333 /-/-/120 /24 /- D 39 /-/-/23 /-/- C 146 /-/-/31 /-/40 Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.263 Max BC CSI:0.032 Max Web CSI:0.166 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ04 Ply: 1 Qty:1 SEQN:127139 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T77 / DrwNo:171.22.1557.34951 /BM 06/20/2022 1'11"4 1'11"41'4"8 1'11"11 3'10"15 3'10"15 11"92'11"12'11"10A B C DE 6 12 1.5X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 333 /-/-/120 /24 /- D 39 /-/-/23 /-/- C 146 /-/-/31 /-/40 Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(TL):0.001 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 1.5 Max TC CSI:0.263 Max BC CSI:0.032 Max Web CSI:0.166 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ04 Ply: 1 Qty:1 SEQN:127139 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T77 / DrwNo:171.22.1557.34951 /BM 06/20/2022 1'11"4 1'11"41'4"8 1'11"11 3'10"15 3'10"15 11"92'11"12'11"10A B C DE 6 12 1.5X3 3X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 84 plf at -1.38 to 84 plf at 5.36 BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.94BC: 39 lb Conc. Load at 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 436 /-/-/-/5 /- C 206 /-/-/-/21 /- D 112 /-/-/37 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.009 B - - HORZ(TL):0.016 B - - Creep Factor: 1.5 Max TC CSI:0.639 Max BC CSI:0.356 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ05 Ply: 1 Qty:1 SEQN:127141 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T82 / DrwNo:171.22.1557.33044 /BM 06/20/2022 5'4"5 5'4"5 5'11"4 5'11"41'4"8 7"11'11"21'11"13A B C D 3 12 3X4(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 84 plf at -1.38 to 84 plf at 5.36 BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.94BC: 39 lb Conc. Load at 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 436 /-/-/-/5 /- C 206 /-/-/-/21 /- D 112 /-/-/37 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.009 B - - HORZ(TL):0.016 B - - Creep Factor: 1.5 Max TC CSI:0.639 Max BC CSI:0.356 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ05 Ply: 1 Qty:1 SEQN:127141 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T82 / DrwNo:171.22.1557.33044 /BM 06/20/2022 5'4"5 5'4"5 5'11"4 5'11"41'4"8 7"11'11"21'11"13A B C D 3 12 3X4(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 446 /-/-/143 /10 /28 D 112 /-/-/67 /-/- C 227 /-/-/34 /19 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.012 B - - HORZ(TL):0.020 B - - Creep Factor: 1.5 Max TC CSI:0.683 Max BC CSI:0.325 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ06 Ply: 1 Qty:5 SEQN:127143 /EJAC FROM: Cust: R7064 JRef:1XGK70640005 T87 / DrwNo:171.22.1557.29216 /BM 06/20/2022 5'11"4 5'11"41'4"8 7"1 2'0"142'1"9A B C D 3 12 3X4(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 446 /-/-/143 /10 /28 D 112 /-/-/67 /-/- C 227 /-/-/34 /19 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.012 B - - HORZ(TL):0.020 B - - Creep Factor: 1.5 Max TC CSI:0.683 Max BC CSI:0.325 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ06 Ply: 1 Qty:5 SEQN:127143 /EJAC FROM: Cust: R7064 JRef:1XGK70640005 T87 / DrwNo:171.22.1557.29216 /BM 06/20/2022 5'11"4 5'11"41'4"8 7"1 2'0"142'1"9A B C D 3 12 3X4(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 84 plf at -1.38 to 84 plf at 5.36 BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.94BC: 39 lb Conc. Load at 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 436 /-/-/-/5 /- C 206 /-/-/-/21 /- D 112 /-/-/37 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.009 B - - HORZ(TL):0.016 B - - Creep Factor: 1.5 Max TC CSI:0.639 Max BC CSI:0.356 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ07 Ply: 1 Qty:1 SEQN:127145 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T96 / DrwNo:171.22.1557.34075 /BM 06/20/2022 5'4"5 5'4"5 5'11"4 5'11"41'4"8 7"11'11"21'11"13A B C D 3 12 3X4(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Lt Wedge: 2x3 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 84 plf at -1.38 to 84 plf at 5.36 BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.94BC: 39 lb Conc. Load at 4.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 436 /-/-/-/5 /- C 206 /-/-/-/21 /- D 112 /-/-/37 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 C Brg Wid = 1.5 D Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.009 B - - HORZ(TL):0.016 B - - Creep Factor: 1.5 Max TC CSI:0.639 Max BC CSI:0.356 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:SJ07 Ply: 1 Qty:1 SEQN:127145 /CAJA FROM: Cust: R7064 JRef:1XGK70640005 T96 / DrwNo:171.22.1557.34075 /BM 06/20/2022 5'4"5 5'4"5 5'11"4 5'11"41'4"8 7"11'11"21'11"13A B C D 3 12 3X4(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*108 /-/-/38 /-/6 Wind reactions based on MWFRS G Brg Wid = 106 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 G 999 240 VERT(TL):0.001 G 999 240 HORZ(LL):-0.000 G - - HORZ(TL):-0.001 G - - Creep Factor: 1.5 Max TC CSI:0.031 Max BC CSI:0.031 Max Web CSI:0.044 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V01 Ply: 1 Qty:1 SEQN:127147 /GABL FROM: Cust: R7064 JRef:1XGK70640005 T55 / DrwNo:171.22.1557.39575 /BM 06/20/2022 8'10"11 1'9"5 1'4" (TYP) 4'5"5 4'5"5 8'10"11 4'5"5 8'10"11 8'10"11 0"43'8"11A D G 10 12 3X4(D1) 4X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*108 /-/-/38 /-/6 Wind reactions based on MWFRS G Brg Wid = 106 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 G 999 240 VERT(TL):0.001 G 999 240 HORZ(LL):-0.000 G - - HORZ(TL):-0.001 G - - Creep Factor: 1.5 Max TC CSI:0.031 Max BC CSI:0.031 Max Web CSI:0.044 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V01 Ply: 1 Qty:1 SEQN:127147 /GABL FROM: Cust: R7064 JRef:1XGK70640005 T55 / DrwNo:171.22.1557.39575 /BM 06/20/2022 8'10"11 1'9"5 1'4" (TYP) 4'5"5 4'5"5 8'10"11 4'5"5 8'10"11 8'10"11 0"43'8"11A D G 10 12 3X4(D1) 4X4 3X4(D1) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/38 /-/6 Wind reactions based on MWFRS C Brg Wid = 78.8 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 A 999 240 VERT(TL):0.010 A 999 240 HORZ(LL):-0.003 C - - HORZ(TL):-0.006 C - - Creep Factor: 1.5 Max TC CSI:0.160 Max BC CSI:0.108 Max Web CSI:0.113 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V02 Ply: 1 Qty:1 SEQN:127151 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T56 / DrwNo:171.22.1557.29700 /BM 06/20/2022 6'6"12 3'3"6 3'3"6 6'6"12 3'3"6 3'3"6 3'3"6 6'6"12 3'3"6 0"42'9"1A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/38 /-/6 Wind reactions based on MWFRS C Brg Wid = 78.8 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 A 999 240 VERT(TL):0.010 A 999 240 HORZ(LL):-0.003 C - - HORZ(TL):-0.006 C - - Creep Factor: 1.5 Max TC CSI:0.160 Max BC CSI:0.108 Max Web CSI:0.113 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V02 Ply: 1 Qty:1 SEQN:127151 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T56 / DrwNo:171.22.1557.29700 /BM 06/20/2022 6'6"12 3'3"6 3'3"6 6'6"12 3'3"6 3'3"6 3'3"6 6'6"12 3'3"6 0"42'9"1A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/37 /-/5 Wind reactions based on MWFRS C Brg Wid = 50.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 A 999 240 VERT(TL):0.003 A 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.002 C - - Creep Factor: 1.5 Max TC CSI:0.045 Max BC CSI:0.039 Max Web CSI:0.053 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V03 Ply: 1 Qty:1 SEQN:127153 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T57 / DrwNo:171.22.1557.31108 /BM 06/20/2022 4'1"15 2'1" 2'1" 4'1"15 2'1" 2'1" 2'1" 4'1"15 2'1" 0"41'9"1A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/37 /-/5 Wind reactions based on MWFRS C Brg Wid = 50.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 A 999 240 VERT(TL):0.003 A 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.002 C - - Creep Factor: 1.5 Max TC CSI:0.045 Max BC CSI:0.039 Max Web CSI:0.053 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V03 Ply: 1 Qty:1 SEQN:127153 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T57 / DrwNo:171.22.1557.31108 /BM 06/20/2022 4'1"15 2'1" 2'1" 4'1"15 2'1" 2'1" 2'1" 4'1"15 2'1" 0"41'9"1A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/38 /1 /6 Wind reactions based on MWFRS C Brg Wid = 122 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - D 114 -652 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.76 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 C 999 240 VERT(TL):0.038 C 999 240 HORZ(LL):-0.012 C - - HORZ(TL):-0.023 C - - Creep Factor: 1.5 Max TC CSI:0.451 Max BC CSI:0.288 Max Web CSI:0.331 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V04 Ply: 1 Qty:1 SEQN:127155 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T48 / DrwNo:171.22.1557.27466 /BM 06/20/2022 10'2"3 5'1"2 5'1"2 10'2"3 5'1"2 5'1"2 5'1"2 10'2"3 5'1"2 0"44'3"3A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/38 /1 /6 Wind reactions based on MWFRS C Brg Wid = 122 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - D 114 -652 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.76 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 C 999 240 VERT(TL):0.038 C 999 240 HORZ(LL):-0.012 C - - HORZ(TL):-0.023 C - - Creep Factor: 1.5 Max TC CSI:0.451 Max BC CSI:0.288 Max Web CSI:0.331 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V04 Ply: 1 Qty:1 SEQN:127155 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T48 / DrwNo:171.22.1557.27466 /BM 06/20/2022 10'2"3 5'1"2 5'1"2 10'2"3 5'1"2 5'1"2 5'1"2 10'2"3 5'1"2 0"44'3"3A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/38 /1 /6 Wind reactions based on MWFRS C Brg Wid = 88.6 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - D 66 -394 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.35 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 C 999 240 VERT(TL):0.014 C 999 240 HORZ(LL):-0.005 C - - HORZ(TL):-0.009 C - - Creep Factor: 1.5 Max TC CSI:0.212 Max BC CSI:0.141 Max Web CSI:0.143 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V05 Ply: 1 Qty:1 SEQN:127157 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T49 / DrwNo:171.22.1557.36263 /BM 06/20/2022 7'4"9 3'8"5 3'8"5 7'4"9 3'8"5 3'8"5 3'8"5 7'4"9 3'8"5 0"43'1"3A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/38 /1 /6 Wind reactions based on MWFRS C Brg Wid = 88.6 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - D 66 -394 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.35 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 C 999 240 VERT(TL):0.014 C 999 240 HORZ(LL):-0.005 C - - HORZ(TL):-0.009 C - - Creep Factor: 1.5 Max TC CSI:0.212 Max BC CSI:0.141 Max Web CSI:0.143 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V05 Ply: 1 Qty:1 SEQN:127157 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T49 / DrwNo:171.22.1557.36263 /BM 06/20/2022 7'4"9 3'8"5 3'8"5 7'4"9 3'8"5 3'8"5 3'8"5 7'4"9 3'8"5 0"43'1"3A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/37 /0 /6 Wind reactions based on MWFRS C Brg Wid = 55.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.93 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 C 999 240 VERT(TL):0.003 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.002 C - - Creep Factor: 1.5 Max TC CSI:0.058 Max BC CSI:0.049 Max Web CSI:0.061 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V06 Ply: 1 Qty:1 SEQN:127159 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T50 / DrwNo:171.22.1557.31638 /BM 06/20/2022 4'7" 2'3"8 2'3"8 4'7" 2'3"8 2'3"8 2'3"8 4'7" 2'3"8 0"41'11"3A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/37 /0 /6 Wind reactions based on MWFRS C Brg Wid = 55.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.93 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 C 999 240 VERT(TL):0.003 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.002 C - - Creep Factor: 1.5 Max TC CSI:0.058 Max BC CSI:0.049 Max Web CSI:0.061 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V06 Ply: 1 Qty:1 SEQN:127159 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T50 / DrwNo:171.22.1557.31638 /BM 06/20/2022 4'7" 2'3"8 2'3"8 4'7" 2'3"8 2'3"8 2'3"8 4'7" 2'3"8 0"41'11"3A B C D 10 12 3X4(D1) 4X4 1.5X3 3X4(D1) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/46 /1 /16 Wind reactions based on MWFRS C Brg Wid = 65.1 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.47 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.015 A - - HORZ(TL):0.027 A - - Creep Factor: 1.5 Max TC CSI:0.520 Max BC CSI:0.394 Max Web CSI:0.113 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V07 Ply: 1 Qty:1 SEQN:127161 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T35 / DrwNo:171.22.1557.34857 /BM 06/20/2022 5'5"2 5'5"2 5'5"2 0"4 4'6"9A B C 10 12 3X4(D1) 1.5X3 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/46 /1 /16 Wind reactions based on MWFRS C Brg Wid = 65.1 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.47 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.015 A - - HORZ(TL):0.027 A - - Creep Factor: 1.5 Max TC CSI:0.520 Max BC CSI:0.394 Max Web CSI:0.113 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V07 Ply: 1 Qty:1 SEQN:127161 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T35 / DrwNo:171.22.1557.34857 /BM 06/20/2022 5'5"2 5'5"2 5'5"2 0"4 4'6"9A B C 10 12 3X4(D1) 1.5X3 3X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/46 /1 /16 Wind reactions based on MWFRS C Brg Wid = 48.3 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.05 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.006 A - - HORZ(TL):0.011 A - - Creep Factor: 1.5 Max TC CSI:0.255 Max BC CSI:0.180 Max Web CSI:0.055 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V08 Ply: 1 Qty:1 SEQN:127165 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T38 / DrwNo:171.22.1557.37044 /BM 06/20/2022 4'0"6 4'0"6 4'0"6 0"4 3'4"9A B C 10 12 3X4(D1) 1.5X3 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/46 /1 /16 Wind reactions based on MWFRS C Brg Wid = 48.3 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.05 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.006 A - - HORZ(TL):0.011 A - - Creep Factor: 1.5 Max TC CSI:0.255 Max BC CSI:0.180 Max Web CSI:0.055 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V08 Ply: 1 Qty:1 SEQN:127165 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T38 / DrwNo:171.22.1557.37044 /BM 06/20/2022 4'0"6 4'0"6 4'0"6 0"4 3'4"9A B C 10 12 3X4(D1) 1.5X3 3X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/45 /0 /15 Wind reactions based on MWFRS C Brg Wid = 31.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.63 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.002 A - - HORZ(TL):0.003 A - - Creep Factor: 1.5 Max TC CSI:0.092 Max BC CSI:0.077 Max Web CSI:0.025 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V09 Ply: 1 Qty:1 SEQN:127167 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T47 / DrwNo:171.22.1557.28654 /BM 06/20/2022 2'7"9 2'7"9 2'7"9 0"4 2'2"9A B C 10 12 3X4(D1) 1.5X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*108 /-/-/45 /0 /15 Wind reactions based on MWFRS C Brg Wid = 31.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 23.63 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.002 A - - HORZ(TL):0.003 A - - Creep Factor: 1.5 Max TC CSI:0.092 Max BC CSI:0.077 Max Web CSI:0.025 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:V09 Ply: 1 Qty:1 SEQN:127167 /VAL FROM: Cust: R7064 JRef:1XGK70640005 T47 / DrwNo:171.22.1557.28654 /BM 06/20/2022 2'7"9 2'7"9 2'7"9 0"4 2'2"9A B C 10 12 3X4(D1) 1.5X3 1.5X3 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x3 SPF Stud; W3,W4 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 3 Rows @ 3.75" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 44 plf at 0.00 to 44 plf at 20.00 BC: From 10 plf at 0.00 to 10 plf at 20.00BC: 2907 lb Conc. Load at 4.63BC: 963 lb Conc. Load at 5.67, 7.27, 8.87BC: 4695 lb Conc. Load at 10.53BC: 2232 lb Conc. Load at 12.07,13.67,15.27,16.8618.46 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads and reactions based on MWFRS. * To transfer concentrated loads equally to each ply: Apply(#S) Simpson SDS 0.25"x4.5" or equivalent screw clusterat location shown under Special Loads. The number ofscrews (#S) is shown after the load under Special Loads.Apply screws per NDS and screw manufacturer's require- ments. Hanger screw requirements (if equal or better) cansubstitute for this connection. If top chord point loads areequally distributed over all 3 plys no additional screws arerequired. *6S *2S*9S *5S Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 9471 /-/-/128 /-/- L 13266 /-/-/212 /-/- Wind reactions based on MWFRS K Brg Wid = 5.5 Min Req =2.6 L Brg Wid = - Bearing K is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -4168 B - C 0 -3757 Chords Tens.Comp. C - D 0 -4115 D - E 0 -5109 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - J 3070 0 J - I 2982 0 I - H 2531 0 Chords Tens.Comp. H - G 2531 0 G - F 3533 0 F - E 3769 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - B 489 -5I - C 1804 0 C - G 3102 0 Webs Tens.Comp. G - D 0 -580D - F 1310 -5 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 12.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.106 G 999 240 VERT(TL):0.184 G 999 240 HORZ(LL):0.044 E - - HORZ(TL):0.076 E - - Creep Factor: 1.5 Max TC CSI:0.377 Max BC CSI:0.415 Max Web CSI:0.789 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:A03G Ply: 3 Qty:1 SEQN:127183 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T98 / DrwNo:171.22.1557.43685 /BM 06/20/2022 3 Complete Trusses Required W3 W4 20' 4'11"8 4'11"8 10' 5'0"8 15'0"8 5'0"8 20' 4'11"8 4'0"12 4'0"12 8'0"4 3'11"8 10' 1'11"12 11'11"12 1'11"12 15'11"4 3'11"8 20' 4'0"12 1'1"69'5"6A B C D E FGHIJK L 10 12 8X12(B2)3X10 6X6(**) 5X10 4X12 6X8 6X12 6X6(**) 3X10 8X12(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x3 SPF Stud; W3,W4 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 3 Rows @ 3.75" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 44 plf at 0.00 to 44 plf at 20.00 BC: From 10 plf at 0.00 to 10 plf at 20.00BC: 2907 lb Conc. Load at 4.63BC: 963 lb Conc. Load at 5.67, 7.27, 8.87BC: 4695 lb Conc. Load at 10.53BC: 2232 lb Conc. Load at 12.07,13.67,15.27,16.8618.46 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads and reactions based on MWFRS. * To transfer concentrated loads equally to each ply: Apply(#S) Simpson SDS 0.25"x4.5" or equivalent screw clusterat location shown under Special Loads. The number ofscrews (#S) is shown after the load under Special Loads.Apply screws per NDS and screw manufacturer's require- ments. Hanger screw requirements (if equal or better) cansubstitute for this connection. If top chord point loads areequally distributed over all 3 plys no additional screws arerequired. *6S *2S*9S *5S Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 9471 /-/-/128 /-/- L 13266 /-/-/212 /-/- Wind reactions based on MWFRS K Brg Wid = 5.5 Min Req =2.6 L Brg Wid = - Bearing K is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -4168 B - C 0 -3757 Chords Tens.Comp. C - D 0 -4115 D - E 0 -5109 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - J 3070 0 J - I 2982 0 I - H 2531 0 Chords Tens.Comp. H - G 2531 0 G - F 3533 0 F - E 3769 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - B 489 -5I - C 1804 0 C - G 3102 0 Webs Tens.Comp. G - D 0 -580D - F 1310 -5 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 12.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.75 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.106 G 999 240 VERT(TL):0.184 G 999 240 HORZ(LL):0.044 E - - HORZ(TL):0.076 E - - Creep Factor: 1.5 Max TC CSI:0.377 Max BC CSI:0.415 Max Web CSI:0.789 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:A03G Ply: 3 Qty:1 SEQN:127183 /COMN FROM: Cust: R7064 JRef:1XGK70640005 T98 / DrwNo:171.22.1557.43685 /BM 06/20/2022 3 Complete Trusses Required W3 W4 20' 4'11"8 4'11"8 10' 5'0"8 15'0"8 5'0"8 20' 4'11"8 4'0"12 4'0"12 8'0"4 3'11"8 10' 1'11"12 11'11"12 1'11"12 15'11"4 3'11"8 20' 4'0"12 1'1"69'5"6A B C D E FGHIJK L 10 12 8X12(B2)3X10 6X6(**) 5X10 4X12 6X8 6X12 6X6(**) 3X10 8X12(B2) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x8 SP 2400f-2.0E;Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x3 SPF Stud; W1 2x4 SPF Stud;W22x4 SPF 2100f-1.8E; W6 2x4 SPF 1650f-1.5E; W7,W92x6 SP 2700f-2.2E; W8 2x8 SP 2400f-2.0E; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 3 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each rowto avoid splitting.In addition apply (1) 1/2" bolt or 0.22"-0.25" min/max dia. X 6.0"length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 43 plf at -1.38 to 43 plf at 21.46BC: From 2 plf at -1.38 to 2 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 21.46BC: 2721 lb Conc. Load at 1.85BC: 436 lb Conc. Load at 2.06, 4.06, 6.06, 8.0610.06,12.06,14.06BC: 2495 lb Conc. Load at 3.45BC: 2462 lb Conc. Load at 5.05, 6.65, 8.25, 9.8511.45,13.05,14.65,16.24,17.84,19.44BC: 304 lb Conc. Load at 16.06,18.06,20.06 Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. * To transfer concentrated loads equally to each ply: Apply(#S) Simpson SDS 0.25"x6" or equivalent screw clusterat location shown under Special Loads. The number ofscrews (#S) is shown after the load under Special Loads.Apply screws per NDS and screw manufacturer's require-ments. Hanger screw requirements (if equal or better) cansubstitute for this connection. If top chord point loads areequally distributed over all 4 plys no additional screws arerequired. *6S *6S *6S Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 17949 /-/-/34 /-/- P 17044 /-/-/33 /-/- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req =3.7 P Brg Wid = 5.5 Min Req =3.5 Bearings O & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -7491 C - D 0-11210 D - E 0-11527 Chords Tens.Comp. E - F 0 -11527 F - G 0 -11527 G - H 0 -7839 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - N 6507 0 N - M 6411 0M - L 11222 0 Chords Tens.Comp. L - K 8225 0 K - J 8225 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - C 1371 -3 C - M 5281 0 L - G 3697 0 Webs Tens.Comp. G - J 1 -1814 J - H 8676 0 H - I 0 -3894 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 12.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.286 L 895 240 VERT(TL):0.494 L 517 240 HORZ(LL):0.056 C - - HORZ(TL):0.096 C - - Creep Factor: 1.5 Max TC CSI:0.463 Max BC CSI:0.687 Max Web CSI:0.600 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:I01G Ply: 4 Qty:1 SEQN:127185/SPEC FROM: Cust: R7064 JRef:1XGK70640005 T63 / DrwNo:171.22.1557.44763 /BM 06/20/2022 4 Complete Trusses Required W1 W2 W6 W7 W8 W9 21'5"8 3'5"14 3'5"14 8'2"14 4'9" 9'5"8 1'2"10 12'6"8 3'1" 16'8"2 4'1"10 20'9"8 4'1"6 21'5"8 8" 3'4"2 3'4"2 7'8"14 4'4"12 12'6"8 4'9"10 16' 3'5"8 17'4"8 1'4"8 21'5"8 4'1"1'4"8 11"9 2'8"83'1"5A B C D E F G H IJKLMNO P 6 12 8X8(B5R)3X12 10X12 8X12 3X4 6X8 1.5X3 10X14 H0715 6X12 H0715 5X16 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x8 SP 2400f-2.0E;Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x3 SPF Stud; W1 2x4 SPF Stud;W22x4 SPF 2100f-1.8E; W6 2x4 SPF 1650f-1.5E; W7,W92x6 SP 2700f-2.2E; W8 2x8 SP 2400f-2.0E; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 3 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each rowto avoid splitting.In addition apply (1) 1/2" bolt or 0.22"-0.25" min/max dia. X 6.0"length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 43 plf at -1.38 to 43 plf at 21.46BC: From 2 plf at -1.38 to 2 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 21.46BC: 2721 lb Conc. Load at 1.85BC: 436 lb Conc. Load at 2.06, 4.06, 6.06, 8.0610.06,12.06,14.06BC: 2495 lb Conc. Load at 3.45BC: 2462 lb Conc. Load at 5.05, 6.65, 8.25, 9.8511.45,13.05,14.65,16.24,17.84,19.44BC: 304 lb Conc. Load at 16.06,18.06,20.06 Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. * To transfer concentrated loads equally to each ply: Apply(#S) Simpson SDS 0.25"x6" or equivalent screw clusterat location shown under Special Loads. The number ofscrews (#S) is shown after the load under Special Loads.Apply screws per NDS and screw manufacturer's require-ments. Hanger screw requirements (if equal or better) cansubstitute for this connection. If top chord point loads areequally distributed over all 4 plys no additional screws arerequired. *6S *6S *6S Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 17949 /-/-/34 /-/- P 17044 /-/-/33 /-/- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req =3.7 P Brg Wid = 5.5 Min Req =3.5 Bearings O & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -7491 C - D 0-11210 D - E 0-11527 Chords Tens.Comp. E - F 0 -11527 F - G 0 -11527 G - H 0 -7839 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - N 6507 0 N - M 6411 0M - L 11222 0 Chords Tens.Comp. L - K 8225 0 K - J 8225 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - C 1371 -3 C - M 5281 0 L - G 3697 0 Webs Tens.Comp. G - J 1 -1814 J - H 8676 0 H - I 0 -3894 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 12.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.286 L 895 240 VERT(TL):0.494 L 517 240 HORZ(LL):0.056 C - - HORZ(TL):0.096 C - - Creep Factor: 1.5 Max TC CSI:0.463 Max BC CSI:0.687 Max Web CSI:0.600 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:I01G Ply: 4 Qty:1 SEQN:127185/SPEC FROM: Cust: R7064 JRef:1XGK70640005 T63 / DrwNo:171.22.1557.44763 /BM 06/20/2022 4 Complete Trusses Required W1 W2 W6 W7 W8 W9 21'5"8 3'5"14 3'5"14 8'2"14 4'9" 9'5"8 1'2"10 12'6"8 3'1" 16'8"2 4'1"10 20'9"8 4'1"6 21'5"8 8" 3'4"2 3'4"2 7'8"14 4'4"12 12'6"8 4'9"10 16' 3'5"8 17'4"8 1'4"8 21'5"8 4'1"1'4"8 11"9 2'8"83'1"5A B C D E F G H IJKLMNO P 6 12 8X8(B5R)3X12 10X12 8X12 3X4 6X8 1.5X3 10X14 H0715 6X12 H0715 5X16 5X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 1650f-1.5E;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W12,W14 2x4 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 40 plf at 0.00 to 40 plf at 34.92BC: From 4 plf at 0.00 to 4 plf at 34.92TC: 1497 lb Conc. Load at 16.95 TC: 411 lb Conc. Load at 28.82 Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Negative reaction(s) of -630# MAX. from a non-windload case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 763 /-/-/-/-/- R 3081 /-/-/-/-/- P 138 /-630 /-/-/-/- X Brg Wid = 5.0 Min Req =1.5 R Brg Wid = 3.5 Min Req =2.0 P Brg Wid = 5.0 Min Req =1.5 Bearings X, R, & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1373 C - D 0 -1373 D - E 0 -2237 E - F 0 -2237 F - G 0 -2637 G - H 0 -2637 Chords Tens.Comp. H - I 0 -664 I - J 0 -664 J - K 2891 0 K - L 2891 0 L - M 1258 -94 M - N 1258 -94 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. X - W 772 0 W -V 1858 0 V - U 2489 0 U - T 2646 0 Chords Tens.Comp. T - S 2646 0 S - R 0 -1159 R - Q 0 -2020 Q - P 78 -590 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - B 0 -844 B - W 668 0 W -D 0 -538 D - V 421 0 H - S 0 -2129 S - J 1940 0 Webs Tens.Comp. J - R 0 -1924 R - L 0 -1259 L - Q 934 0 Q - N 18 -742 N - P 670 -87 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 9.6 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.347 F 871 360 VERT(TL):0.568 F 532 240 HORZ(LL):0.045 S - - HORZ(TL):0.074 S - - Creep Factor: 1.5 Max TC CSI:0.794 Max BC CSI:0.871 Max Web CSI:0.960 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W01 Ply: 2 Qty:1 SEQN:127187 /FLAT FROM: Cust: R7064 JRef:1XGK70640005 T86 / DrwNo:171.22.1557.43857 /BM 06/20/2022 2 Complete Trusses Required T2 W12 W14 25'3"8 9'7"8 2'8"4 2'8"4 5'2"4 2'6" 7'8"4 2'6" 10'2"4 2'6" 12'8"4 2'6" 15'2"4 2'6" 16'11" 1'8"12 20'2"4 3'3"4 22'8"4 2'6" 25'2"4 2'6" 27'8"4 2'6" 30'2"4 2'6" 32'8"4 2'6" 34'11" 2'2"12 5'2"4 5'2"4 10'2"4 5' 15'2"4 5' 18'11" 3'8"12 20'2"4 1'3"4 25'2"4 5' 30'2"4 5' 34'11" 4'8"121'6"A B C D E F G H I J K L M N O PQRSTUVWX3X5 3X5 4X7 4X7 4X7 6X8 4X7 6X12 5X10 5X10 4X7 4X10 3X5 4X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 1650f-1.5E;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W12,W14 2x4 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 40 plf at 0.00 to 40 plf at 34.92BC: From 4 plf at 0.00 to 4 plf at 34.92TC: 1497 lb Conc. Load at 16.95 TC: 411 lb Conc. Load at 28.82 Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Negative reaction(s) of -630# MAX. from a non-windload case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 763 /-/-/-/-/- R 3081 /-/-/-/-/- P 138 /-630 /-/-/-/- X Brg Wid = 5.0 Min Req =1.5 R Brg Wid = 3.5 Min Req =2.0 P Brg Wid = 5.0 Min Req =1.5 Bearings X, R, & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1373 C - D 0 -1373 D - E 0 -2237 E - F 0 -2237 F - G 0 -2637 G - H 0 -2637 Chords Tens.Comp. H - I 0 -664 I - J 0 -664 J - K 2891 0 K - L 2891 0 L - M 1258 -94 M - N 1258 -94 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. X - W 772 0 W -V 1858 0 V - U 2489 0 U - T 2646 0 Chords Tens.Comp. T - S 2646 0 S - R 0 -1159 R - Q 0 -2020 Q - P 78 -590 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - B 0 -844 B - W 668 0 W -D 0 -538 D - V 421 0 H - S 0 -2129 S - J 1940 0 Webs Tens.Comp. J - R 0 -1924 R - L 0 -1259 L - Q 934 0 Q - N 18 -742 N - P 670 -87 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 9.6 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.347 F 871 360 VERT(TL):0.568 F 532 240 HORZ(LL):0.045 S - - HORZ(TL):0.074 S - - Creep Factor: 1.5 Max TC CSI:0.794 Max BC CSI:0.871 Max Web CSI:0.960 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W01 Ply: 2 Qty:1 SEQN:127187 /FLAT FROM: Cust: R7064 JRef:1XGK70640005 T86 / DrwNo:171.22.1557.43857 /BM 06/20/2022 2 Complete Trusses Required T2 W12 W14 25'3"8 9'7"8 2'8"4 2'8"4 5'2"4 2'6" 7'8"4 2'6" 10'2"4 2'6" 12'8"4 2'6" 15'2"4 2'6" 16'11" 1'8"12 20'2"4 3'3"4 22'8"4 2'6" 25'2"4 2'6" 27'8"4 2'6" 30'2"4 2'6" 32'8"4 2'6" 34'11" 2'2"12 5'2"4 5'2"4 10'2"4 5' 15'2"4 5' 18'11" 3'8"12 20'2"4 1'3"4 25'2"4 5' 30'2"4 5' 34'11" 4'8"121'6"A B C D E F G H I J K L M N O PQRSTUVWX3X5 3X5 4X7 4X7 4X7 6X8 4X7 6X12 5X10 5X10 4X7 4X10 3X5 4X7 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W1 2x6 SP 2700f-2.2E; W2,W10,W14,W19 2x4 SPF #1/#2; W12,W13,W20 2x4 SPF Stud;W15 2x4 SPF 1650f-1.5E; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @ 7.75" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 316 plf at 0.00 to 316 plf at 34.96 BC: From 8 plf at 0.33 to 8 plf at 34.96BC: 224 lb Conc. Load at 19.96,21.96,23.96,25.9627.96,29.96,31.96,33.96 Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2707 /-/-/-/-/- X 7499 /-/0 /-/-/- M 2907 /-/-/-/-/- A Brg Wid = 3.5 Min Req =1.7 X Brg Wid = 5.5 Min Req =3.1 M Brg Wid = - Bearings A & X are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3327 C - D 0 -4665 D - E 0 -4609 E - F 0 -3289 Chords Tens.Comp. H - I 2647 0 I - J 2480 0 J - K 0 -1740 K - L 0 -2332 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. V - U 3542 0 U - T 4743 0 T - S 4608 0 Chords Tens.Comp. S - R 3164 0 R - P 0 -1964 O - N 2398 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - V 3425 0 V - C 0 -1096 C - U 1192 0 U - D 0 -399 E - S 0 -1399 S - F 636 0 F - R 0 -3604 R - H 558 0 Webs Tens.Comp. H - P 0 -2391 I - P 0 -1214 P - J 0 -4270 P - O 1878 0 O - K 0 -713 K - N 0 -650 N - L 2504 0 L - M 0 -1302 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.270 T 848 360 VERT(TL):0.421 T 543 240 HORZ(LL):-0.031 W -- HORZ(TL):-0.049 W -- Creep Factor: 1.5 Max TC CSI:0.618 Max BC CSI:0.570 Max Web CSI:0.995 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W02 Ply: 2 Qty:1 SEQN:127189/SPEC FROM: Cust: R7064 JRef:1XGK70640005 T65 / DrwNo:171.22.1557.33779 /BM 06/20/2022 2 Complete Trusses Required W1 W2 W10 W12W13 W14 W15 W19 W20 19'2"12 15'8"12 4" 4" 11"14 7"14 4'0"5 3'0"7 7'1"3 3'0"13 10'4" 3'2"13 13'7"5 3'3"5 14'11"8 1'4"3 16'8"3 1'8"11 19'7"12 2'11"9 24'5"3 4'9"7 29'8"13 5'3"11 34'6"8 4'9"11 34'11"8 5" 4" 4" 3'5"5 3'1"5 6'9"11 3'4"5 10'0"8 3'2"13 13'1"13 3'1"5 16'1"11 2'11"13 19'6" 3'4"5 24'9"15 5'3"15 30'1"13 5'3"15 34'11"8 4'9"112'0"85"8 2'6"1' A B C D E F G H I J K L MNO PQRSTUVWX3X5 H0715 6X12 5X7 3X7 3X7 4X6 5X10 4X5 4X10 4X8 2X310X14(I) 3X7 4X12 5X12 4X10 4X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x6 SP 2700f-2.2E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W1 2x6 SP 2700f-2.2E; W2,W10,W14,W19 2x4 SPF #1/#2; W12,W13,W20 2x4 SPF Stud;W15 2x4 SPF 1650f-1.5E; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @ 7.75" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 316 plf at 0.00 to 316 plf at 34.96 BC: From 8 plf at 0.33 to 8 plf at 34.96BC: 224 lb Conc. Load at 19.96,21.96,23.96,25.9627.96,29.96,31.96,33.96 Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2707 /-/-/-/-/- X 7499 /-/0 /-/-/- M 2907 /-/-/-/-/- A Brg Wid = 3.5 Min Req =1.7 X Brg Wid = 5.5 Min Req =3.1 M Brg Wid = - Bearings A & X are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3327 C - D 0 -4665 D - E 0 -4609 E - F 0 -3289 Chords Tens.Comp. H - I 2647 0 I - J 2480 0 J - K 0 -1740 K - L 0 -2332 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. V - U 3542 0 U - T 4743 0 T - S 4608 0 Chords Tens.Comp. S - R 3164 0 R - P 0 -1964 O - N 2398 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - V 3425 0 V - C 0 -1096 C - U 1192 0 U - D 0 -399 E - S 0 -1399 S - F 636 0 F - R 0 -3604 R - H 558 0 Webs Tens.Comp. H - P 0 -2391 I - P 0 -1214 P - J 0 -4270 P - O 1878 0 O - K 0 -713 K - N 0 -650 N - L 2504 0 L - M 0 -1302 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.270 T 848 360 VERT(TL):0.421 T 543 240 HORZ(LL):-0.031 W -- HORZ(TL):-0.049 W -- Creep Factor: 1.5 Max TC CSI:0.618 Max BC CSI:0.570 Max Web CSI:0.995 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W02 Ply: 2 Qty:1 SEQN:127189/SPEC FROM: Cust: R7064 JRef:1XGK70640005 T65 / DrwNo:171.22.1557.33779 /BM 06/20/2022 2 Complete Trusses Required W1 W2 W10 W12W13 W14 W15 W19 W20 19'2"12 15'8"12 4" 4" 11"14 7"14 4'0"5 3'0"7 7'1"3 3'0"13 10'4" 3'2"13 13'7"5 3'3"5 14'11"8 1'4"3 16'8"3 1'8"11 19'7"12 2'11"9 24'5"3 4'9"7 29'8"13 5'3"11 34'6"8 4'9"11 34'11"8 5" 4" 4" 3'5"5 3'1"5 6'9"11 3'4"5 10'0"8 3'2"13 13'1"13 3'1"5 16'1"11 2'11"13 19'6" 3'4"5 24'9"15 5'3"15 30'1"13 5'3"15 34'11"8 4'9"112'0"85"8 2'6"1' A B C D E F G H I J K L MNO PQRSTUVWX3X5 H0715 6X12 5X7 3X7 3X7 4X6 5X10 4X5 4X10 4X8 2X310X14(I) 3X7 4X12 5X12 4X10 4X10 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W10 2x4 SPF Stud;Lt Bearing Leg: 2x6 SP 2700f-2.2E; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 67 plf at 0.00 to 67 plf at 15.96BC: From 16 plf at 0.46 to 16 plf at 15.96TC: 315 lb Conc. Load at 15.96 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind End verticals not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 15.71Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) Truss must be installed as shown with top chord up. WIND LOAD CASE MODIFIED! Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 714 /-/-/6 /-/- H 963 /-/-/15 /-/- L Brg Wid = 5.5 Min Req =1.5 H Brg Wid = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1103 C - D 0 -1103 Chords Tens.Comp. D - E 0 -1093 E - F 0 -1093 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 713 0 J - I 1220 0 Chords Tens.Comp. I - H 696 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 580 0 L - A 0 -736 L - K 580 0K - B 0 -876 Webs Tens.Comp. B - J 517 0 I - F 525 0 F - H 2 -900G - H 4 -390 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.052 D 999 360 VERT(TL):0.081 D 999 240 HORZ(LL):0.019 H - - HORZ(TL):0.029 H - - Creep Factor: 1.5 Max TC CSI:0.115 Max BC CSI:0.358 Max Web CSI:0.714 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W03 Ply: 1 Qty:3 SEQN:127191/FLAT FROM: Cust: R7064 JRef:1XGK70640005 T60 / DrwNo:171.22.1557.35513 /BM 06/20/2022 W10 15'11"8 5"8 5"8 3'1"5 2'7"13 5'7"15 2'6"9 8'2"8 2'6"9 10'9"1 2'6"9 13'3"11 2'6"9 15'11"8 2'7"13 5"8 5"8 5'7"15 5'2"7 10'9"1 5'1"3 15'11"8 5'2"71'1'6"2'6"A B C D E F G HIJK L 3X4 3X54X4 4X4 1.5X3 4X6 3X4 1.5X3 4X6 4X4 1.5X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W10 2x4 SPF Stud;Lt Bearing Leg: 2x6 SP 2700f-2.2E; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 67 plf at 0.00 to 67 plf at 15.96BC: From 16 plf at 0.46 to 16 plf at 15.96TC: 315 lb Conc. Load at 15.96 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind End verticals not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 15.71Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) Truss must be installed as shown with top chord up. WIND LOAD CASE MODIFIED! Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 714 /-/-/6 /-/- H 963 /-/-/15 /-/- L Brg Wid = 5.5 Min Req =1.5 H Brg Wid = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1103 C - D 0 -1103 Chords Tens.Comp. D - E 0 -1093 E - F 0 -1093 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 713 0 J - I 1220 0 Chords Tens.Comp. I - H 696 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 580 0 L - A 0 -736 L - K 580 0K - B 0 -876 Webs Tens.Comp. B - J 517 0 I - F 525 0 F - H 2 -900G - H 4 -390 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.052 D 999 360 VERT(TL):0.081 D 999 240 HORZ(LL):0.019 H - - HORZ(TL):0.029 H - - Creep Factor: 1.5 Max TC CSI:0.115 Max BC CSI:0.358 Max Web CSI:0.714 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W03 Ply: 1 Qty:3 SEQN:127191/FLAT FROM: Cust: R7064 JRef:1XGK70640005 T60 / DrwNo:171.22.1557.35513 /BM 06/20/2022 W10 15'11"8 5"8 5"8 3'1"5 2'7"13 5'7"15 2'6"9 8'2"8 2'6"9 10'9"1 2'6"9 13'3"11 2'6"9 15'11"8 2'7"13 5"8 5"8 5'7"15 5'2"7 10'9"1 5'1"3 15'11"8 5'2"71'1'6"2'6"A B C D E F G HIJK L 3X4 3X54X4 4X4 1.5X3 4X6 3X4 1.5X3 4X6 4X4 1.5X3 4X4 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W10 2x6 SP 2700f-2.2E;Lt Bearing Leg: 2x6 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.75" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 67 plf at 0.00 to 67 plf at 15.96BC: From 16 plf at 0.46 to 16 plf at 15.96 TC: 4047 lb Conc. Load at 15.96 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Wind End verticals not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 15.71Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 714 /-/-/6 /-/- H 4695 /-/-/74 /-/- L Brg Wid = 5.5 Min Req =1.5 H Brg Wid = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -552 C - D 0 -552 Chords Tens.Comp. D - E 0 -546 E - F 0 -546 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. J - I 609 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - B 0 -438 F - H 2 -440 Webs Tens.Comp. G - H 0 -2063 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 D 999 360 VERT(TL):0.041 D 999 240 HORZ(LL):0.009 H - - HORZ(TL):0.014 H - - Creep Factor: 1.5 Max TC CSI:0.048 Max BC CSI:0.181 Max Web CSI:0.357 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W04 Ply: 2 Qty:1 SEQN:127193 /FLAT FROM: Cust: R7064 JRef:1XGK70640005 T74 / DrwNo:171.22.1557.40607 /BM 06/20/2022 2 Complete Trusses Required W10 15'11"8 5"8 5"8 3'1"5 2'7"13 5'7"15 2'6"9 8'2"8 2'6"9 10'9"1 2'6"9 13'3"11 2'6"9 15'11"8 2'7"13 5"8 5"8 5'7"15 5'2"7 10'9"1 5'1"3 15'11"8 5'2"71'1'6"2'6"A B C D E F G HIJK L 3X4 3X53X4 3X4 1.5X3 3X7 3X4 1.5X3 3X7 3X4 3X5 4X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W10 2x6 SP 2700f-2.2E;Lt Bearing Leg: 2x6 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.75" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 67 plf at 0.00 to 67 plf at 15.96BC: From 16 plf at 0.46 to 16 plf at 15.96 TC: 4047 lb Conc. Load at 15.96 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Wind End verticals not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 15.71Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 714 /-/-/6 /-/- H 4695 /-/-/74 /-/- L Brg Wid = 5.5 Min Req =1.5 H Brg Wid = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -552 C - D 0 -552 Chords Tens.Comp. D - E 0 -546 E - F 0 -546 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. J - I 609 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - B 0 -438 F - H 2 -440 Webs Tens.Comp. G - H 0 -2063 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 D 999 360 VERT(TL):0.041 D 999 240 HORZ(LL):0.009 H - - HORZ(TL):0.014 H - - Creep Factor: 1.5 Max TC CSI:0.048 Max BC CSI:0.181 Max Web CSI:0.357 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W04 Ply: 2 Qty:1 SEQN:127193 /FLAT FROM: Cust: R7064 JRef:1XGK70640005 T74 / DrwNo:171.22.1557.40607 /BM 06/20/2022 2 Complete Trusses Required W10 15'11"8 5"8 5"8 3'1"5 2'7"13 5'7"15 2'6"9 8'2"8 2'6"9 10'9"1 2'6"9 13'3"11 2'6"9 15'11"8 2'7"13 5"8 5"8 5'7"15 5'2"7 10'9"1 5'1"3 15'11"8 5'2"71'1'6"2'6"A B C D E F G HIJK L 3X4 3X53X4 3X4 1.5X3 3X7 3X4 1.5X3 3X7 3X4 3X5 4X6 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W10 2x4 SPF Stud;Lt Bearing Leg: 2x6 SP 2700f-2.2E; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 67 plf at 0.00 to 67 plf at 15.96BC: From 16 plf at 0.46 to 16 plf at 15.96TC: 1584 lb Conc. Load at 15.96 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind End verticals not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 15.71Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) Truss must be installed as shown with top chord up. WIND LOAD CASE MODIFIED! Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 714 /-/-/6 /-/- H 2232 /-/-/35 /-/- L Brg Wid = 5.5 Min Req =1.5 H Brg Wid = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1103 C - D 0 -1103 Chords Tens.Comp. D - E 0 -1093 E - F 0 -1093 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 713 0 J - I 1220 0 Chords Tens.Comp. I - H 696 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 580 0 L - A 0 -736 L - K 580 0K - B 0 -876 Webs Tens.Comp. B - J 517 0 I - F 525 0 F - H 2 -900G - H 0 -1657 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.052 D 999 360 VERT(TL):0.081 D 999 240 HORZ(LL):0.019 H - - HORZ(TL):0.029 H - - Creep Factor: 1.5 Max TC CSI:0.115 Max BC CSI:0.358 Max Web CSI:0.714 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W05 Ply: 1 Qty:5 SEQN:127195/FLAT FROM: Cust: R7064 JRef:1XGK70640005 T66 / DrwNo:171.22.1557.30794 /BM 06/20/2022 W10 15'11"8 5"8 5"8 3'1"5 2'7"13 5'7"15 2'6"9 8'2"8 2'6"9 10'9"1 2'6"9 13'3"11 2'6"9 15'11"8 2'7"13 5"8 5"8 5'7"15 5'2"7 10'9"1 5'1"3 15'11"8 5'2"71'1'6"2'6"A B C D E F G HIJK L 3X4 3X54X4 4X4 1.5X3 4X6 3X4 1.5X3 4X6 4X4 3X4 4X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W10 2x4 SPF Stud;Lt Bearing Leg: 2x6 SP 2700f-2.2E; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 67 plf at 0.00 to 67 plf at 15.96BC: From 16 plf at 0.46 to 16 plf at 15.96TC: 1584 lb Conc. Load at 15.96 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind End verticals not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 15.71Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) Truss must be installed as shown with top chord up. WIND LOAD CASE MODIFIED! Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 714 /-/-/6 /-/- H 2232 /-/-/35 /-/- L Brg Wid = 5.5 Min Req =1.5 H Brg Wid = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1103 C - D 0 -1103 Chords Tens.Comp. D - E 0 -1093 E - F 0 -1093 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 713 0 J - I 1220 0 Chords Tens.Comp. I - H 696 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 580 0 L - A 0 -736 L - K 580 0K - B 0 -876 Webs Tens.Comp. B - J 517 0 I - F 525 0 F - H 2 -900G - H 0 -1657 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.052 D 999 360 VERT(TL):0.081 D 999 240 HORZ(LL):0.019 H - - HORZ(TL):0.029 H - - Creep Factor: 1.5 Max TC CSI:0.115 Max BC CSI:0.358 Max Web CSI:0.714 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W05 Ply: 1 Qty:5 SEQN:127195/FLAT FROM: Cust: R7064 JRef:1XGK70640005 T66 / DrwNo:171.22.1557.30794 /BM 06/20/2022 W10 15'11"8 5"8 5"8 3'1"5 2'7"13 5'7"15 2'6"9 8'2"8 2'6"9 10'9"1 2'6"9 13'3"11 2'6"9 15'11"8 2'7"13 5"8 5"8 5'7"15 5'2"7 10'9"1 5'1"3 15'11"8 5'2"71'1'6"2'6"A B C D E F G HIJK L 3X4 3X54X4 4X4 1.5X3 4X6 3X4 1.5X3 4X6 4X4 3X4 4X6 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x8 SP 2400f-2.0E;T1 2x6 SP 2700f-2.2E; Bot chord: 2x10 SP 2400f-2.0E;Webs: 2x4 SPF Stud; W2,W4 2x4 SPF 1650f-1.5E;W52x10 SP 2400f-2.0E; W10,W13,W14,W15 2x4 SPF #1/#2;Rt Bearing Leg: 2x6 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @ 4.75" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting.In addition apply (1) 1/2" bolt or 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 82 plf at 0.00 to 82 plf at 24.96BC: From 4 plf at 0.00 to 4 plf at 8.81BC: From 8 plf at 8.81 to 8 plf at 24.50TC: 4980 lb Conc. Load at 8.88BC: 1078 lb Conc. Load at -0.00, 2.00, 4.00, 6.008.00BC: 13266 lb Conc. Load at 8.81 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to braceall flat TC @ 24" oc. Additional Notes The maximum concentrated load is 13267# * To transfer concentrated loads equally to each ply: Apply(#S) Simpson SDS 0.25"x6" or equivalent screw cluster at location shown under Special Loads. The number ofscrews (#S) is shown after the load under Special Loads.Apply screws per NDS and screw manufacturer's require-ments. Hanger screw requirements (if equal or better) cansubstitute for this connection. If top chord point loads areequally distributed over all 4 plys no additional screws arerequired. *11S *3S *28S Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 17390 /-/-/-/-/- L 8448 /-/-/-/-/- U Brg Wid = 5.5 Min Req =3.6 L Brg Wid = 5.5 Min Req =1.5 Bearings U & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -8278 B - C 0-11285 C - D 0-14858 D - E 0-13520 E - F 0-10862 Chords Tens.Comp. F - G 0 -10862 G - H 0 -5711 H - I 0 -5711 I - J 0 -5711 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - T 7417 0T - S 7402 0 S - R 11728 0 R - Q 14817 0 Chords Tens.Comp. Q - P 13261 0P - O 8321 0 O - N 8321 0 N - M 2980 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - S 5115 0 S - C 0 -2782 C - R 4038 0 D - Q 35 -1693 Q - E 1630 -5 E - P 0 -2944 Webs Tens.Comp. P - G 3118 0 G - N 0 -3202 N - J 3352 0 J - M 0 -3425 L - M 2007 0 K - L 2007 -2218 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.413 Q 711 360 VERT(TL):0.658 Q 446 240 HORZ(LL):0.080 B - - HORZ(TL):0.128 B - - Creep Factor: 1.5 Max TC CSI:0.897 Max BC CSI:0.964 Max Web CSI:0.964 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W06 Ply: 4 Qty:1 SEQN:127199 SPEC FROM: Cust: R7064 JRef:1XGK70640005 T93 DrwNo:171.22.1625.50987 /BM 06/20/2022 4 Complete Trusses Required T1 W2 W4 W5 W10 W13 W14W15 24'11"8 3'9"4 3'9"4 6'4"15 2'7"11 9'2"6 2'9"7 11'8"5 2'5"15 14'2"7 2'6"1 16'9" 2'6"9 17'7"1 10"1 19'3"9 1'8"9 21'10"3 2'6"9 24'6" 2'7"13 24'11"8 5"8 3'7"8 3'7"8 5'8"7 2'0"15 8'5"2 2'8"11 11'4"5 2'11"3 14'2"7 2'10"1 16' 1'9"9 19'3"9 3'3"9 24'6" 5'2"7 24'11"8 5"8 1'7"6 1'6"2'6"A B C D E F G H I J K L MNOPQRSTU 6 12 H0619(B8R)1.5X3 10X12 10X12 10X12 10X12 4X10 6X6 8X8 1.5X3 10X14 H0715 8X12 6X6 1.5X3 10X14 8X12 4X10 4X78X8(**) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025 Lumber Top chord: 2x8 SP 2400f-2.0E;T1 2x6 SP 2700f-2.2E; Bot chord: 2x10 SP 2400f-2.0E;Webs: 2x4 SPF Stud; W2,W4 2x4 SPF 1650f-1.5E;W52x10 SP 2400f-2.0E; W10,W13,W14,W15 2x4 SPF #1/#2;Rt Bearing Leg: 2x6 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @ 4.75" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting.In addition apply (1) 1/2" bolt or 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 82 plf at 0.00 to 82 plf at 24.96BC: From 4 plf at 0.00 to 4 plf at 8.81BC: From 8 plf at 8.81 to 8 plf at 24.50TC: 4980 lb Conc. Load at 8.88BC: 1078 lb Conc. Load at -0.00, 2.00, 4.00, 6.008.00BC: 13266 lb Conc. Load at 8.81 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to braceall flat TC @ 24" oc. Additional Notes The maximum concentrated load is 13267# * To transfer concentrated loads equally to each ply: Apply(#S) Simpson SDS 0.25"x6" or equivalent screw cluster at location shown under Special Loads. The number ofscrews (#S) is shown after the load under Special Loads.Apply screws per NDS and screw manufacturer's require-ments. Hanger screw requirements (if equal or better) cansubstitute for this connection. If top chord point loads areequally distributed over all 4 plys no additional screws arerequired. *11S *3S *28S Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 17390 /-/-/-/-/- L 8448 /-/-/-/-/- U Brg Wid = 5.5 Min Req =3.6 L Brg Wid = 5.5 Min Req =1.5 Bearings U & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -8278 B - C 0-11285 C - D 0-14858 D - E 0-13520 E - F 0-10862 Chords Tens.Comp. F - G 0 -10862 G - H 0 -5711 H - I 0 -5711 I - J 0 -5711 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - T 7417 0T - S 7402 0 S - R 11728 0 R - Q 14817 0 Chords Tens.Comp. Q - P 13261 0P - O 8321 0 O - N 8321 0 N - M 2980 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - S 5115 0 S - C 0 -2782 C - R 4038 0 D - Q 35 -1693 Q - E 1630 -5 E - P 0 -2944 Webs Tens.Comp. P - G 3118 0 G - N 0 -3202 N - J 3352 0 J - M 0 -3425 L - M 2007 0 K - L 2007 -2218 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.413 Q 711 360 VERT(TL):0.658 Q 446 240 HORZ(LL):0.080 B - - HORZ(TL):0.128 B - - Creep Factor: 1.5 Max TC CSI:0.897 Max BC CSI:0.964 Max Web CSI:0.964 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W06 Ply: 4 Qty:1 SEQN:127199 SPEC FROM: Cust: R7064 JRef:1XGK70640005 T93 DrwNo:171.22.1625.50987 /BM 06/20/2022 4 Complete Trusses Required T1 W2 W4 W5 W10 W13 W14W15 24'11"8 3'9"4 3'9"4 6'4"15 2'7"11 9'2"6 2'9"7 11'8"5 2'5"15 14'2"7 2'6"1 16'9" 2'6"9 17'7"1 10"1 19'3"9 1'8"9 21'10"3 2'6"9 24'6" 2'7"13 24'11"8 5"8 3'7"8 3'7"8 5'8"7 2'0"15 8'5"2 2'8"11 11'4"5 2'11"3 14'2"7 2'10"1 16' 1'9"9 19'3"9 3'3"9 24'6" 5'2"7 24'11"8 5"8 1'7"6 1'6"2'6"A B C D E F G H I J K L MNOPQRSTU 6 12 H0619(B8R)1.5X3 10X12 10X12 10X12 10X12 4X10 6X6 8X8 1.5X3 10X14 H0715 8X12 6X6 1.5X3 10X14 8X12 4X10 4X78X8(**) 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF 1650f-1.5E;T2 2x4 SPF 2100f-1.8E; T3 2x4 SPF #1/#2; Bot chord: 2x4 SPF 1650f-1.5E;Webs: 2x3 SPF Stud; W13 2x4 SPF Stud;Rt Bearing Leg: 2x6 SP 2700f-2.2E;Lt Wedge: 2x6 SP 2700f-2.2E; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 82 plf at -1.38 to 82 plf at 24.96BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 8 plf at 0.00 to 8 plf at 24.50 TC: 264 lb Conc. Load at 6.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 24.50Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) WIND LOAD CASE MODIFIED! Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1425 /-/-/22 /-/- M 1195 /-/-/23 /-/- B Brg Wid = 5.5 Min Req =2.2 M Brg Wid = 5.5 Min Req =1.5 Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2211 C - D 0 -1944 D - E 0 -3308 E - F 0 -3308 F - G 0 -3293 Chords Tens.Comp. G - H 0 -3293 H - I 0 -3293 I - J 0 -2238 J - K 0 -2238 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - S 1871 0S - R 2897 0 R - Q 3424 0 Chords Tens.Comp. Q - P 3424 0P - O 2890 0 O - N 1304 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - S 765 0 S - D 0 -1269 D - R 538 0 P - I 534 0 I - O 0 -862 Webs Tens.Comp. O - K 1235 0 K - N 0 -1602 M - N 1047 0 L - M 1047 -1262 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.274 F 999 360 VERT(TL):0.441 F 670 240 HORZ(LL):0.072 N - - HORZ(TL):0.116 N - - Creep Factor: 1.5 Max TC CSI:0.978 Max BC CSI:0.861 Max Web CSI:0.855 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W07 Ply: 1 Qty:6 SEQN:127201/SPEC FROM: Cust: R7064 JRef:1XGK70640005 T114 / DrwNo:171.22.1557.32232 /BM 06/20/2022 T2 T3 W13 24'11"8 3'9"4 3'9"4 6'5"14 2'8"10 9'1"5 2'7"6 11'7"13 2'6"8 14'2"7 2'6"9 15'9"4 1'6"13 16'9" 11"12 19'3"9 2'6"9 21'10"3 2'6"9 24'6" 2'7"13 24'11"8 5"8 3'11"12 3'11"12 9'1"5 5'1"9 12'6" 3'4"11 14'2"7 1'8"7 19'3"9 5'1"3 24'6" 5'2"7 24'11"8 5"8 1'4"8 1'7"6 1'6"2'6"2'10"13A B C D E F G H I J K L M NOPQRS 6 12 6X8(B3) 4X5 5X5 4X6 2X3 4X6 3X4 H0312 2X3 4X6 3X5 4X4 2X3 6X8 5X7 4X5 3X54X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF 1650f-1.5E;T2 2x4 SPF 2100f-1.8E; T3 2x4 SPF #1/#2; Bot chord: 2x4 SPF 1650f-1.5E;Webs: 2x3 SPF Stud; W13 2x4 SPF Stud;Rt Bearing Leg: 2x6 SP 2700f-2.2E;Lt Wedge: 2x6 SP 2700f-2.2E; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 82 plf at -1.38 to 82 plf at 24.96BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 8 plf at 0.00 to 8 plf at 24.50 TC: 264 lb Conc. Load at 6.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 24.50Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) WIND LOAD CASE MODIFIED! Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1425 /-/-/22 /-/- M 1195 /-/-/23 /-/- B Brg Wid = 5.5 Min Req =2.2 M Brg Wid = 5.5 Min Req =1.5 Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2211 C - D 0 -1944 D - E 0 -3308 E - F 0 -3308 F - G 0 -3293 Chords Tens.Comp. G - H 0 -3293 H - I 0 -3293 I - J 0 -2238 J - K 0 -2238 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - S 1871 0S - R 2897 0 R - Q 3424 0 Chords Tens.Comp. Q - P 3424 0P - O 2890 0 O - N 1304 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - S 765 0 S - D 0 -1269 D - R 538 0 P - I 534 0 I - O 0 -862 Webs Tens.Comp. O - K 1235 0 K - N 0 -1602 M - N 1047 0 L - M 1047 -1262 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.274 F 999 360 VERT(TL):0.441 F 670 240 HORZ(LL):0.072 N - - HORZ(TL):0.116 N - - Creep Factor: 1.5 Max TC CSI:0.978 Max BC CSI:0.861 Max Web CSI:0.855 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W07 Ply: 1 Qty:6 SEQN:127201/SPEC FROM: Cust: R7064 JRef:1XGK70640005 T114 / DrwNo:171.22.1557.32232 /BM 06/20/2022 T2 T3 W13 24'11"8 3'9"4 3'9"4 6'5"14 2'8"10 9'1"5 2'7"6 11'7"13 2'6"8 14'2"7 2'6"9 15'9"4 1'6"13 16'9" 11"12 19'3"9 2'6"9 21'10"3 2'6"9 24'6" 2'7"13 24'11"8 5"8 3'11"12 3'11"12 9'1"5 5'1"9 12'6" 3'4"11 14'2"7 1'8"7 19'3"9 5'1"3 24'6" 5'2"7 24'11"8 5"8 1'4"8 1'7"6 1'6"2'6"2'10"13A B C D E F G H I J K L M NOPQRS 6 12 6X8(B3) 4X5 5X5 4X6 2X3 4X6 3X4 H0312 2X3 4X6 3X5 4X4 2X3 6X8 5X7 4X5 3X54X8 06/20/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T1 2x4 SPF 1650f-1.5E;Bot chord: 2x4 SPF 1650f-1.5E; B2 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W13 2x4 SPF Stud;Rt Bearing Leg: 2x6 SP 2700f-2.2E;Lt Wedge: 2x4 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 82 plf at -1.38 to 82 plf at 24.00BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 8 plf at 0.00 to 8 plf at 23.54TC: 264 lb Conc. Load at 6.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 23.54Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) WIND LOAD CASE MODIFIED! Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1380 /-/-/20 /-/- M 1154 /-/-/23 /-/- B Brg Wid = 5.5 Min Req =2.2 M Brg Wid = 5.5 Min Req =1.5 Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2127 C - D 0 -1868 D - E 0 -3119 E - F 0 -3119 F - G 0 -3001 Chords Tens.Comp. G - H 0 -3001 H - I 0 -3001 I - J 0 -1841 J - K 0 -1841 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - S 1799 0S - R 2767 0 R - Q 3187 0 Chords Tens.Comp. Q - P 3187 0P - O 2545 0 O - N 853 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - S 722 0 S - D 0 -1198 D - R 461 0 P - I 603 0 I - O 0 -931 Webs Tens.Comp. O - K 1308 0 K - N 0 -1302 M - N 1052 0 L - M 1052 -1174 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.259 F 999 360 VERT(TL):0.417 F 679 240 HORZ(LL):0.066 N - - HORZ(TL):0.106 N - - Creep Factor: 1.5 Max TC CSI:0.888 Max BC CSI:0.976 Max Web CSI:0.906 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W08 Ply: 1 Qty:1 SEQN:127203/SPEC FROM: Cust: R7064 JRef:1XGK70640005 T91 / DrwNo:171.22.1557.32404 /BM 06/20/2022 T1 B2 W13 23'11"15 3'9"4 3'9"4 6'5"14 2'8"10 9'1"5 2'7"6 11'7"13 2'6"8 14'2"7 2'6"9 15'9"4 1'6"13 16'9" 11"12 19'3"9 2'6"9 21'10"3 2'6"9 23'6"7 1'8"5 23'11"15 5"8 4'0"4 4'0"4 9'1"5 5'1"1 11'6"7 2'5"2 14'2"7 2'7"15 19'3"9 5'1"3 23'6"7 4'2"14 23'11"15 5"8 1'4"8 1'7"6 1'6"2'6"2'10"13A B C D E F G H I J K L M NOPQRS 6 12 6X6(B10R) 4X5 4X6 4X5 2X3 3X7 4X8 3X4 2X3 4X6 3X5 4X4 2X3 6X8 6X6 4X5 3X55X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T1 2x4 SPF 1650f-1.5E;Bot chord: 2x4 SPF 1650f-1.5E; B2 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W13 2x4 SPF Stud;Rt Bearing Leg: 2x6 SP 2700f-2.2E;Lt Wedge: 2x4 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 82 plf at -1.38 to 82 plf at 24.00BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 8 plf at 0.00 to 8 plf at 23.54TC: 264 lb Conc. Load at 6.00 Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: WIND DL GREATER THAN NON-WINDDESIGN DL. Provide uplift connections at bearings as indicated.UPLIFT (LB):BRG.LOC (FT): 0.00 23.54Truss designed for 115.00 mph wind, 15.00 ft mean heightwith dead load of 4.20 psf (Top) and 6.00 psf (Bottom). Enclosed building (SBC) WIND LOAD CASE MODIFIED! Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1380 /-/-/20 /-/- M 1154 /-/-/23 /-/- B Brg Wid = 5.5 Min Req =2.2 M Brg Wid = 5.5 Min Req =1.5 Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2127 C - D 0 -1868 D - E 0 -3119 E - F 0 -3119 F - G 0 -3001 Chords Tens.Comp. G - H 0 -3001 H - I 0 -3001 I - J 0 -1841 J - K 0 -1841 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - S 1799 0S - R 2767 0 R - Q 3187 0 Chords Tens.Comp. Q - P 3187 0P - O 2545 0 O - N 853 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - S 722 0 S - D 0 -1198 D - R 461 0 P - I 603 0 I - O 0 -931 Webs Tens.Comp. O - K 1308 0 K - N 0 -1302 M - N 1052 0 L - M 1052 -1174 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.259 F 999 360 VERT(TL):0.417 F 679 240 HORZ(LL):0.066 N - - HORZ(TL):0.106 N - - Creep Factor: 1.5 Max TC CSI:0.888 Max BC CSI:0.976 Max Web CSI:0.906 VIEW Ver: 20.02.01A.1209.11 Job Number:9093 Cape Cod SC Truss Label:W08 Ply: 1 Qty:1 SEQN:127203/SPEC FROM: Cust: R7064 JRef:1XGK70640005 T91 / DrwNo:171.22.1557.32404 /BM 06/20/2022 T1 B2 W13 23'11"15 3'9"4 3'9"4 6'5"14 2'8"10 9'1"5 2'7"6 11'7"13 2'6"8 14'2"7 2'6"9 15'9"4 1'6"13 16'9" 11"12 19'3"9 2'6"9 21'10"3 2'6"9 23'6"7 1'8"5 23'11"15 5"8 4'0"4 4'0"4 9'1"5 5'1"1 11'6"7 2'5"2 14'2"7 2'7"15 19'3"9 5'1"3 23'6"7 4'2"14 23'11"15 5"8 1'4"8 1'7"6 1'6"2'6"2'10"13A B C D E F G H I J K L M NOPQRS 6 12 6X6(B10R) 4X5 4X6 4X5 2X3 3X7 4X8 3X4 2X3 4X6 3X5 4X4 2X3 6X8 6X6 4X5 3X55X5 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/20/2022 Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License Number:1-1-22 46665Date: SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2022. 2022 FOUNDATION GUIDE: DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STOOP DETAIL S15 COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 150 2.001 January 1, 2022 S0 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 151 2.001 January 1, 2022 S1 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2" OFCENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. 20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 152 2.001 January 1, 2022 S2 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 153 2.001 January 1, 2022 S3 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 154 2.001 January 1, 2022 S4 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 155 2.001 January 1, 2022 S5 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4 x 5'-0" HOOKS @ 24" O.C. EMBEDDED IN FOUNDATION WALL & CAST INTO SLAB (MAY REDUCE 2'-0" LEG LENGTH & DRILL IN & EPOXY 8" MIN. INTO FOUNDATION WALL) 3'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT)2'-0" COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 156 2.001 January 1, 2022 S6 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 157 2.001 January 1, 2022 S7 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 158 2.001 January 1, 2022 S8 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 159 2.001 January 1, 2022 S9 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1510 2.001 January 1, 2022 S10 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1511 2.001 January 1, 2022 S11 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1512 2.001 January 1, 2022 S12 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1513 2.001 January 1, 2022 S13 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 10'-0" MAX3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1514 2.001 January 1, 2022 S14 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com BACKFILL HEIGHT (NOT TO EXCEED 10'-0")SEE S7 FOR TYPICAL FOUNDATION WALL & FOOTING CONSTRUCTION MAINTAIN MIN. 6" WIDE STEMWALL WITH EXTERIOR LEDGE WOOD FLOOR SYSTEM BY OTHERS BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM) FLASHING & WATERPROOFING BY OTHERS STOOP SLAB BY OTHERS * SEE S10 FOR FLOOR TO SILL CONNECTION 112" CLEAR BUILD UP w/ RIGID INSULATION BELOW SLAB TO MAINTAIN 10'-0" MAX. BACKFILL HEIGHT AS REQ'D OR PROVIDE SITE SPECIFIC ENGINEERING (MAY SUBTRACT 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY& CLAY SOILS DUE TO GRANULAR FILL BELOW STOOP SLAB)* MODIFIED CLEAR HEIGHT* SEE REBAR TABLE S8 FOR VERTICAL REBAR * SEE S11 FOR ANCHOR BOLTS * FOR REBAR TABLE S7, FLOOR TO SILL CONNECTION TABLE S10, AND ANCHOR BOLT TABLE S11 USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" AND USE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 9'-6" (MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AND CLAY SOILS) COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1515 2.001 January 1, 2022 S15 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STOOP DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here 10 X 15 X 21 X 21 X 20 X 49 X 49 X X 30 X 30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 80,000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code 6"Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Date Certificate PostedPer R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.5/2/2022 Place your logo here New Construction Energy Code Compliance Certificate Name of Residential Contractor Eternity Homes LLC MN License Number BC638704 City Mailing Address of the Dwelling or Dwelling Unit 82Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 190 Combustion Air Select a Type Location of duct or system: Ceiling, flat Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (2nd Floor+) 0.30 Building envelope air tightness: Lakeville19774 Henning Ave THERMAL ENVELOPE Foam Open CellRigid, Extruded PolystyreneRigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Appliances Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell Floors over unconditioned area 0.30 Wall Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Below Entire Slab R-value R-8 in garage area Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Describe other insulated areas Rim Joist (1st Floor) PNT-50 DX13SN036 Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces R-410A Make-up Air Select a Type A.O Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 69,338 Heating Gain Cooling Load 13 Model Heating System 50 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 26,080Residential Load Calculation SEER /EER 31,684 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: Gas Daikin DM92SE0803B Heating Loss Manufacturer Daikin Electric Output in Tons: 3 Builders Associaton of Minnesota version 101014 Burnsville Heating & Air Conditioning, Inc. 3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337 Phone 952-894-0005 – Fax 952-894-0925 – Web www.burnsvilleheating.com _____________________________________________________________________________________ Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings Site address 19774 Henning Ave, Lakeville Date 05/02/2022 Contractor Burnsville Heating & Air Conditioning, Inc Completed By Alan Dobson VENTILATION REQUIREMENTS TABLE R403.5.2 NUMBER OF BEDROOMS 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/40 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000sp. Ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies” a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms =1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventilation rate/2 Amount Total ________190_________ Amount Continuous _______95_________ TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR- SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8) 50 (15) 75 (23) 100 (30) 125 (37) 150 (45) 175 (53) 200 (60) 225 (68) 250 (75) 275 (83) 300 (90) 325 (98) 350 (105) 375 (113) 400 (120) 7 (4,500) 7 (4,500) 11 (7,000) 14 (9,000) 18 (12,000) 22 (14,000) 25 (16,000) 29 (19,000) 32 (21,000) 36 (23,000) 40 (26,000) 43 (28,000) 47 (30,000) 50 (32,000) 54 (35,000) 58 (37,000) 3 (75) 3 (75) 4 (100) 4 (100) 5 (125) 5 (125) 6 (150) 6 (150) 6 (150) 7 (175) 7 (175) 7 (175) 8 (200) 8 (200) 8 (200) 9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. BTU Amount for Non-direct vent appliances ____________________ IFGC Appendix E, Worksheet E‐1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: ___Draft Hood ___Fan Assisted ___Direct Vent Input (Not fan assisted) & Power Vent ______Btu/hr Water Heater: ___Draft Hood ___Fan Assisted ___Direct Vent Input: (Not fan assisted) &Power Vent ___Electric___Btu/hr Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: _________________ft3 Step 3: Determine Air Changes per Hours (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances Input:_____________ Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Standard Method column in Table E‐1 to find Total Required Volume (TRV) TRV:_____________ ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan‐assisted and power vent appliances Input:_____________ Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan‐Assisted Appliances column in Table E‐1 to find Required Volume Fan Assisted (RVFA) RFVA:_____________ ft3 Total Btu/hr input of all non-fan-assisted appliances Input:_____________ Btu/hr Use Non-Fan-Assisted Appliances column in Table E‐1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA:____________ ft3 Total Required Volume (TRV) = RVFA + RVNFA RV=_______________+______________=_______________ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = / = = Step 6: Calculate Reduction Factor (RF). RF - 1 minus Ratio RF = 1 - = m Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: _______________Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = /3000 Btu/hr per in2= in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA =__________ in. 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method (ft3) Known Air Infiltration Rate (KAIR) Method (ft3) Fan Assisted Non-Fan-Assisted 19941 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 22,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1 The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2 This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN-ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) 4972 (including unfinished basements) Estimated House Infiltration (cfm): [1ax 1b] 745.8 2. Exhaust Capacity a) Clothes dryer 135 135 135 135 b) 80% of largest exhaust rating (cfm) 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust c) 80% of next largest exhaust rating (cfm): 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust Total Exhaust Capacity (cfm): [2a+2b+2c] 263 3. Makeup Air Requirement 547) Total Exhaust Capacity (from above) 263 b) Estimated House Infiltration (from above) 745.8 Makeup Air Quality (cfm): [3a-3b] -482.8 (if value is negative, no makeup air is needed 4. For Makeup Air opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically venter gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units TYPE OF OPENING OR SYSTEM ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN-ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANES OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G (cfm) (cfm) (cfm) (cfm) (inches) Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup airH >679 >419 >290 >179 NA A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is on atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there is multiple atmospherically vented gas or oil appliances using a common vent or I there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter b one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system.