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HomeMy WebLinkAboutLA204040 - 18551 Hidden Way 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: BEAMRAO RES. JAMESTOWN SC FRONT ELEVATION 'ST' 01 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 07/11/2022shutchins 2020 BEAMRAO RES. JAMESTOWN SC ELEVATIONS 02 BEAMRAO RES. JAMESTOWN SC FOUNDATION 03 See sport court foundation plan F-1&F-2 BEAMRAO RES. JAMESTOWN SC FIRST FLOOR 04 Temper glass if within 60" of tub floor BEAMRAO RES. JAMESTOWN SC SECOND FLOOR 05 Temper glass if within 60" of tub floor BEAMRAO RES. JAMESTOWN SC CROSS SECTION 'A' 06 BEAMRAO RES. JAMESTOWN SC CROSS SECTION 'B' 07 BEAMRAO RES. JAMESTOWN SC CROSS SECTION 'C' 08 BEAMRAO RES. JAMESTOWN SC DETAILS 09 BEAMRAO RES. JAMESTOWN SC PORTAL FRAME 10 BYDESCRIPTIONDATEREVISIONS---------------------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 PLAN18551 HIDDEN WAY, LAKEVILLE, MN 55044ETERNITY HOMESARMMMTML1/8" = 1'-0"04/26/2022WB-1--- BYDESCRIPTIONDATEREVISIONS---------------------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 PLAN18551 HIDDEN WAY, LAKEVILLE, MN 55044ETERNITY HOMESARMMMTML1/8" = 1'-0"04/26/2022WB-2--- BYDESCRIPTIONDATEREVISIONS---------------------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 PLAN18551 HIDDEN WAY, LAKEVILLE, MN 55044ETERNITY HOMESARMMMTML1/8" = 1'-0"04/26/2022WB-2--- xxxxxBYDESCRIPTIONDATEREVISIONS---------------------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 GUST18551 HIDDEN WAY, LAKEVILLE, MN 55044ETERNITY HOMESTMLTMLTML1/8" = 1'-0"04/26/2022FR-02--- BYDESCRIPTIONDATEREVISIONS---------------------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 GUST18551 HIDDEN WAY, LAKEVILLE, MN 55044ETERNITY HOMESTMLTMLTML1/8" = 1'-0"04/26/2022FR-03--- BYDESCRIPTIONDATEREVISIONS---------------------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 GUST18551 HIDDEN WAY, LAKEVILLE, MN 55044ETERNITY HOMESTMLTMLTML1/8" = 1'-0"04/26/2022FR-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: 9088 Job Description: Jamestown SC (Beamrao) Address: 18551 Hidden Way, Lakeville, MN 55044 Job Engineering Criteria: Design Code: MN IRC 2015 IntelliVIEW Version: 20.02.01A JRef #: 1XGL70640001 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, 46 truss drawing(s) and 9 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 172.22.0816.59891 FA01 2 172.22.0817.00532 FA02 3 172.22.0816.59454 FA03 4 172.22.0817.01001 FA04 5 172.22.0816.59126 FA05 6 172.22.0816.59829 FA06 7 172.22.0816.58454 FA07 8 172.22.0816.58469 FA08 9 172.22.0816.58548 FB01 10 172.22.0816.58501 FB02 11 172.22.0817.01486 FB03 12 172.22.0816.59079 FB04 13 172.22.0817.01141 FB05 14 172.22.0816.59610 FB06 15 172.22.0817.00829 FB08 16 172.22.0816.59266 FB09G 17 172.22.0856.13890 FB10G 18 172.22.0817.02360 FB13 19 172.22.0817.00329 A01 20 172.22.0817.00360 A02 21 172.22.0817.00469 A03 22 172.22.0817.01329 A04 23 172.22.0816.59688 A05 24 172.22.0817.00830 A06 25 172.22.0817.02860 B02 26 172.22.0817.02797 B03 27 172.22.0817.02454 B04 28 172.22.0855.59707 C01 29 172.22.0856.01557 C02 30 172.22.0817.01797 D01 31 172.22.0856.06840 D02 32 172.22.0856.08937 E01 33 172.22.0817.01610 E02 34 172.22.0856.11283 E03 35 172.22.0817.02126 E04 36 172.22.0817.02282 E05 37 172.22.0856.16380 V01 38 172.22.0856.17967 V02 39 172.22.0856.19487 V03 40 172.22.0856.21030 V04 41 172.22.0856.41137 V05 42 172.22.0856.42700 V06 43 172.22.0856.44633 V07 44 172.22.0856.46323 V08 45 172.22.0855.56060 B01G 46 172.22.0856.52630 W01 47 160TL 48 A11515ENC101014 49 A11530ENC101014 50 BRCLBSUB0119 #%INDEX?$ 06/21/2022 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: 9088 Job Description: Jamestown SC (Beamrao) Address: 18551 Hidden Way, Lakeville, MN 55044 Item Drawing Number Truss Item Drawing Number Truss 51 DEFLCAMB1014 52 GABRST101014 53 GBLLETIN0118 54 STRBRIBR1014 55 VAL160101014 #%INDEX?$ 06/21/2022 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 DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live 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 N 683 /-/-/-/-/- J 683 /-/-/-/-/- N Brg Width = 5.0 Min Req =1.5 J Brg Width = 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 -1491 C - D 0 -1491 D - E 0 -1872 Chords Tens.Comp. E - F 0 -1872 F - G 0 -675 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 685 0 M - L 1866 0 Chords Tens.Comp. L - K 1451 0 K - J 633 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 0 -929 B - M 920 0 M - D 0 -428 L - F 481 0 Webs Tens.Comp. F - K 0 -891 K - G 473 0 G - J 0 -909 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):0.142 E 999 360 VERT(TL):0.222 E 831 240 HORZ(LL):0.024 J - - HORZ(TL):0.037 J - - Creep Factor: 1.5 Max TC CSI:0.226 Max BC CSI:0.562 Max Web CSI:0.455 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA01 Ply: 1 Qty:7 SEQN:126444/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T24 / DrwNo:172.22.0816.59891 /GO 06/21/2022 3"8 15'9"4 3" 1'5"4 2'6" (TYP) 2'6"12 1'3"4 3"1'6"A B C D E F G H JKLMN 1.5X31.5X3 4X6 4X7 1.5X3 3X10 3X4 1.5X3 3X7 4X5 4X5 4X4 1.5X3 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live 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 N 683 /-/-/-/-/- J 683 /-/-/-/-/- N Brg Width = 5.0 Min Req =1.5 J Brg Width = 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 -1491 C - D 0 -1491 D - E 0 -1872 Chords Tens.Comp. E - F 0 -1872 F - G 0 -675 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 685 0 M - L 1866 0 Chords Tens.Comp. L - K 1451 0 K - J 633 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 0 -929 B - M 920 0 M - D 0 -428 L - F 481 0 Webs Tens.Comp. F - K 0 -891 K - G 473 0 G - J 0 -909 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):0.142 E 999 360 VERT(TL):0.222 E 831 240 HORZ(LL):0.024 J - - HORZ(TL):0.037 J - - Creep Factor: 1.5 Max TC CSI:0.226 Max BC CSI:0.562 Max Web CSI:0.455 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA01 Ply: 1 Qty:7 SEQN:126444/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T24 / DrwNo:172.22.0816.59891 /GO 06/21/2022 3"8 15'9"4 3" 1'5"4 2'6" (TYP) 2'6"12 1'3"4 3"1'6"A B C D E F G H JKLMN 1.5X31.5X3 4X6 4X7 1.5X3 3X10 3X4 1.5X3 3X7 4X5 4X5 4X4 1.5X3 4X5 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.23" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Bottom chord section directly below beam pocket bearing(s) shall be cut out prior to installing truss. Truss must be installed as shown with top chord up. ** ** Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AH 686 /-/-/-/-/- I 1506 /-/-/-/-/- V 803 /-/-/-/-/- AH Brg Width = 5.0 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 V Brg Width = 5.0 Min Req =1.5 Bearings AH, I, & 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 0 -1467 C - D 0 -1467 D - E 0 -1820 E - F 0 -1820 F - G 0 -594 L - M 0 -2030 Chords Tens.Comp. M - N 0 -2030 N - O 0 -2030 O - P 0 -2563 P - Q 0 -2563 Q - R 0 -1496 R - S 0 -1496 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AH-AG 675 0 AG-AF 1827 0 AF-AE 1384 0 AE-AD 551 0 Chords Tens.Comp. AA- Z 1156 0 Z - Y 1156 0 Y - X 2481 0 X - W 2214 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AH- B 0 -917 B -AG 903 0 AG- D 0 -412 AF- F 512 0 F -AE 0 -923 AE- G 469 0 G -AD 0 -693 AD- I 707 -18 Webs Tens.Comp. J -AA 834 0 AA- L 0 -1037 L - Y 1007 0 Y - O 0 -523 X - Q 398 0 Q - W 0 -819 W -S 1300 0 S - V 0 -892 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):0.235 P 922 360 VERT(TL):0.397 P 547 240 HORZ(LL):-0.032 S - - HORZ(TL):-0.057 S - - Creep Factor: 1.5 Max TC CSI:0.552 Max BC CSI:0.729 Max Web CSI:0.643 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA02 Ply: 1 Qty:3 SEQN:126442/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T29 / DrwNo:172.22.0817.00532 /GO 06/21/2022 3"8 15'7"8 18'3"8 14'9"12 1'7"8 17'5"12 3" 1'5"4 2'6"(TYP)2'6"12 6"12 7"7" 1'8"4 5" 4"8 33'11" 15'5"4 15'5"4 15'9"12 4"8 33'11" 18'1"4 1'6"A B C D E F G H I J K L M N O P Q R S T VWXYZAAABACADAEAFAGAH 1.5X3 4X6 4X7 3X10 3X4 3X7 3X7 4X5 3X4 5X5 3X4 3X73X73X4 5X7 W=3X10 4X7 W=3X8 4X10 3X4 3X5 3X5 4X10 4X103X4 4X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.23" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Bottom chord section directly below beam pocket bearing(s) shall be cut out prior to installing truss. Truss must be installed as shown with top chord up. ** ** Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AH 686 /-/-/-/-/- I 1506 /-/-/-/-/- V 803 /-/-/-/-/- AH Brg Width = 5.0 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 V Brg Width = 5.0 Min Req =1.5 Bearings AH, I, & 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 0 -1467 C - D 0 -1467 D - E 0 -1820 E - F 0 -1820 F - G 0 -594 L - M 0 -2030 Chords Tens.Comp. M - N 0 -2030 N - O 0 -2030 O - P 0 -2563 P - Q 0 -2563 Q - R 0 -1496 R - S 0 -1496 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AH-AG 675 0 AG-AF 1827 0 AF-AE 1384 0 AE-AD 551 0 Chords Tens.Comp. AA- Z 1156 0 Z - Y 1156 0 Y - X 2481 0 X - W 2214 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AH- B 0 -917 B -AG 903 0 AG- D 0 -412 AF- F 512 0 F -AE 0 -923 AE- G 469 0 G -AD 0 -693 AD- I 707 -18 Webs Tens.Comp. J -AA 834 0 AA- L 0 -1037 L - Y 1007 0 Y - O 0 -523 X - Q 398 0 Q - W 0 -819 W -S 1300 0 S - V 0 -892 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):0.235 P 922 360 VERT(TL):0.397 P 547 240 HORZ(LL):-0.032 S - - HORZ(TL):-0.057 S - - Creep Factor: 1.5 Max TC CSI:0.552 Max BC CSI:0.729 Max Web CSI:0.643 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA02 Ply: 1 Qty:3 SEQN:126442/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T29 / DrwNo:172.22.0817.00532 /GO 06/21/2022 3"8 15'7"8 18'3"8 14'9"12 1'7"8 17'5"12 3" 1'5"4 2'6"(TYP)2'6"12 6"12 7"7" 1'8"4 5" 4"8 33'11" 15'5"4 15'5"4 15'9"12 4"8 33'11" 18'1"4 1'6"A B C D E F G H I J K L M N O P Q R S T VWXYZAAABACADAEAFAGAH 1.5X3 4X6 4X7 3X10 3X4 3X7 3X7 4X5 3X4 5X5 3X4 3X73X73X4 5X7 W=3X10 4X7 W=3X8 4X10 3X4 3X5 3X5 4X10 4X103X4 4X6 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. Loading Bottom chord checked for 10.00 psf non-concurrent live 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 AB 604 /-/-/-/-/- X 1781 /-/-/-/-/- S 711 /-/-/-/-/- AB Brg Width = 5.0 Min Req =1.5 X Brg Width = 5.5 Min Req =1.5 S Brg Width = 5.0 Min Req =1.5 Bearings AB, X, & 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 -1230 C - D 0 -1230 D - E 256 -1288 E - F 256 -1288 F - G 1013 0 G - H 1784 0 H - I 1784 0 Chords Tens.Comp. I - J 154 -1159 J - K 154 -1159 K - L 154 -1159 L - M 0 -2025 M - N 0 -2025 N - O 0 -1290 O - P 0 -1290 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AB-AA 586 0 AA- Z 1443 -56 Z - Y 705 -599 Y - X 0 -1037 Chords Tens.Comp. X - W 118 -542 W -V 118 -542 V - U 1776 0 U - T 1842 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB- B 0 -796 B -AA 736 0 Z - F 818 0 F - Y 0 -1229 Y - G 616 0 G - X 0 -1056 Webs Tens.Comp. X - I 0 -1663 I - V 1269 0 V - L 0 -786 N - T 0 -629 T - P 1111 0 P - S 0 -790 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):0.190 M 999 360 VERT(TL):0.343 M 633 240 HORZ(LL):0.025 S - - HORZ(TL):0.040 S - - Creep Factor: 1.5 Max TC CSI:0.771 Max BC CSI:0.560 Max Web CSI:0.628 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA03 Ply: 1 Qty:2 SEQN:126440/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T33 / DrwNo:172.22.0816.59454 /GO 06/21/2022 3"8 15'7"8 18'3"8 3" 1'5"4 2'6"(TYP)2'6"12 1'4"8 5" 4"8 33'11"1'6"A B C D E F G H I J K L M N O P Q STUVWXYZAAAB 1.5X3 4X5 3X7 3X8 3X4 3X10 4X7 5X5 4X4 4X12 W=3X10 4X10 W=3X8 4X10 3X5 3X5 3X4 4X10 4X83X4 4X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. Loading Bottom chord checked for 10.00 psf non-concurrent live 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 AB 604 /-/-/-/-/- X 1781 /-/-/-/-/- S 711 /-/-/-/-/- AB Brg Width = 5.0 Min Req =1.5 X Brg Width = 5.5 Min Req =1.5 S Brg Width = 5.0 Min Req =1.5 Bearings AB, X, & 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 -1230 C - D 0 -1230 D - E 256 -1288 E - F 256 -1288 F - G 1013 0 G - H 1784 0 H - I 1784 0 Chords Tens.Comp. I - J 154 -1159 J - K 154 -1159 K - L 154 -1159 L - M 0 -2025 M - N 0 -2025 N - O 0 -1290 O - P 0 -1290 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AB-AA 586 0 AA- Z 1443 -56 Z - Y 705 -599 Y - X 0 -1037 Chords Tens.Comp. X - W 118 -542 W -V 118 -542 V - U 1776 0 U - T 1842 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB- B 0 -796 B -AA 736 0 Z - F 818 0 F - Y 0 -1229 Y - G 616 0 G - X 0 -1056 Webs Tens.Comp. X - I 0 -1663 I - V 1269 0 V - L 0 -786 N - T 0 -629 T - P 1111 0 P - S 0 -790 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):0.190 M 999 360 VERT(TL):0.343 M 633 240 HORZ(LL):0.025 S - - HORZ(TL):0.040 S - - Creep Factor: 1.5 Max TC CSI:0.771 Max BC CSI:0.560 Max Web CSI:0.628 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA03 Ply: 1 Qty:2 SEQN:126440/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T33 / DrwNo:172.22.0816.59454 /GO 06/21/2022 3"8 15'7"8 18'3"8 3" 1'5"4 2'6"(TYP)2'6"12 1'4"8 5" 4"8 33'11"1'6"A B C D E F G H I J K L M N O P Q STUVWXYZAAAB 1.5X3 4X5 3X7 3X8 3X4 3X10 4X7 5X5 4X4 4X12 W=3X10 4X10 W=3X8 4X10 3X5 3X5 3X4 4X10 4X83X4 4X6 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; T2 4x2 SPF 1650f-1.5E; Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.30" DL: 0.29". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. 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 AG 829 /-/-/-/-/- AA 2127 /-/-/-/-/- V 699 /-/-/-/-/- AG Brg Width = 5.0 Min Req =1.5 AA Brg Width = 5.5 Min Req =1.5 V Brg Width = 5.0 Min Req =1.5 Bearings AG, AA, & 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 0 -2186 C - D 0 -2186 D - E 0 -2739 E - F 0 -2739 F - G 190 -1700 G - H 190 -1700 H - I 190 -1700 I - J 1594 0 J - K 2692 0 Chords Tens.Comp. K - L 2692 0 L - M 879 -1041 M - N 879 -1041 N - O 879 -1041 O - P 183 -1952 P - Q 183 -1952 Q - R 0 -1262 R - S 0 -1262 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AG-AF 1297 0 AF-AE 2648 0 AE-AD 2404 0 AD-AC 2404 0 AC-AB 567 -622 Chords Tens.Comp. AB-AA 0 -1674 AA- Z 0 -1405 Z - Y 0 -1405 Y - X 1680 -494 X - W 1791 -18 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AG- B 0 -1482 B -AF 1014 0 AF- D 0 -527 AE- F 480 0 F -AC 0 -902 AC- I 1391 0 I -AB 0 -1787 AB- J 889 0 Webs Tens.Comp. J -AA 0 -1439 AA- L 0 -1798 L - Y 1413 0 Y - O 0 -930 O - X 512 0 Q - W 103 -603 W -S 1086 0 S - V 0 -776 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):0.304 E 845 360 VERT(TL):0.565 E 455 240 HORZ(LL):0.044 B - - HORZ(TL):0.081 B - - Creep Factor: 1.5 Max TC CSI:0.753 Max BC CSI:0.764 Max Web CSI:0.699 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA04 Ply: 1 Qty:4 SEQN:126436/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T37 / DrwNo:172.22.0817.01001 /GO 06/21/2022 T2 3"8 21'7"8 18'3"8 3" 2'5"4 2'6"(TYP) 2'6"12 1'4"8 5" 4"8 39'11" 1'6"+++ A B C D E F G H I J K L M N O P Q R S T VWXYZAAABACADAEAFAG 1.5X3 4X7 4X8 4X10 3X4 3X7 W=3X12 3X7 4X12 W=3X104X10 6X8 5X5 5X12 W=3X12 4X10 4X12 W=3X103X7 3X7 3X4 4X10 4X73X4 3X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; T2 4x2 SPF 1650f-1.5E; Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.30" DL: 0.29". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. 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 AG 829 /-/-/-/-/- AA 2127 /-/-/-/-/- V 699 /-/-/-/-/- AG Brg Width = 5.0 Min Req =1.5 AA Brg Width = 5.5 Min Req =1.5 V Brg Width = 5.0 Min Req =1.5 Bearings AG, AA, & 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 0 -2186 C - D 0 -2186 D - E 0 -2739 E - F 0 -2739 F - G 190 -1700 G - H 190 -1700 H - I 190 -1700 I - J 1594 0 J - K 2692 0 Chords Tens.Comp. K - L 2692 0 L - M 879 -1041 M - N 879 -1041 N - O 879 -1041 O - P 183 -1952 P - Q 183 -1952 Q - R 0 -1262 R - S 0 -1262 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AG-AF 1297 0 AF-AE 2648 0 AE-AD 2404 0 AD-AC 2404 0 AC-AB 567 -622 Chords Tens.Comp. AB-AA 0 -1674 AA- Z 0 -1405 Z - Y 0 -1405 Y - X 1680 -494 X - W 1791 -18 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AG- B 0 -1482 B -AF 1014 0 AF- D 0 -527 AE- F 480 0 F -AC 0 -902 AC- I 1391 0 I -AB 0 -1787 AB- J 889 0 Webs Tens.Comp. J -AA 0 -1439 AA- L 0 -1798 L - Y 1413 0 Y - O 0 -930 O - X 512 0 Q - W 103 -603 W -S 1086 0 S - V 0 -776 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):0.304 E 845 360 VERT(TL):0.565 E 455 240 HORZ(LL):0.044 B - - HORZ(TL):0.081 B - - Creep Factor: 1.5 Max TC CSI:0.753 Max BC CSI:0.764 Max Web CSI:0.699 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA04 Ply: 1 Qty:4 SEQN:126436/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T37 / DrwNo:172.22.0817.01001 /GO 06/21/2022 T2 3"8 21'7"8 18'3"8 3" 2'5"4 2'6"(TYP) 2'6"12 1'4"8 5" 4"8 39'11" 1'6"+++ A B C D E F G H I J K L M N O P Q R S T VWXYZAAABACADAEAFAG 1.5X3 4X7 4X8 4X10 3X4 3X7 W=3X12 3X7 4X12 W=3X104X10 6X8 5X5 5X12 W=3X12 4X10 4X12 W=3X103X7 3X7 3X4 4X10 4X73X4 3X7 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; Bot chord: 4x2 SPF #1/#2; B2 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.44" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. 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 S 954 /-/-/-/-/- M 954 /-/-/-/-/- S Brg Width = 5.0 Min Req =1.5 M Brg Width = 5.0 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 -2675 C - D 0 -2675 D - E 0 -3716 E - F 0 -3716 Chords Tens.Comp. F - G 0 -3716 G - H 0 -3165 H - I 0 -3165 I - J 0 -1050 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1542 0 R - Q 3382 0 Q - P 3382 0 Chords Tens.Comp. P - O 3626 0 O - N 2278 0 N - M 983 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - B 0 -1761 B - R 1293 0 R - D 0 -806 D - P 382 0 G - O 0 -526 Webs Tens.Comp. O - I 1013 0 I - N 0 -1410 N - J 729 0 J - M 0 -1343 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):0.439 E 588 360 VERT(TL):0.687 E 376 240 HORZ(LL):0.063 M - - HORZ(TL):0.098 M - - Creep Factor: 1.5 Max TC CSI:0.545 Max BC CSI:0.961 Max Web CSI:0.639 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA05 Ply: 1 Qty:6 SEQN:126434/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T27 / DrwNo:172.22.0816.59126 /GO 06/21/2022 B2 3"8 21'11" 3" 2'5"4 2'6" (TYP) 2'6"12 1'3"8 4"8 1'6"++ A B C D E F G H I J K MNOPQRS 1.5X3 4X8 4X10 4X10 3X5 W=H0312 3X5 W=3X73X4 4X10 4X8 5X7 5X5 4X8 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; Bot chord: 4x2 SPF #1/#2; B2 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.44" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. 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 S 954 /-/-/-/-/- M 954 /-/-/-/-/- S Brg Width = 5.0 Min Req =1.5 M Brg Width = 5.0 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 -2675 C - D 0 -2675 D - E 0 -3716 E - F 0 -3716 Chords Tens.Comp. F - G 0 -3716 G - H 0 -3165 H - I 0 -3165 I - J 0 -1050 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1542 0 R - Q 3382 0 Q - P 3382 0 Chords Tens.Comp. P - O 3626 0 O - N 2278 0 N - M 983 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - B 0 -1761 B - R 1293 0 R - D 0 -806 D - P 382 0 G - O 0 -526 Webs Tens.Comp. O - I 1013 0 I - N 0 -1410 N - J 729 0 J - M 0 -1343 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):0.439 E 588 360 VERT(TL):0.687 E 376 240 HORZ(LL):0.063 M - - HORZ(TL):0.098 M - - Creep Factor: 1.5 Max TC CSI:0.545 Max BC CSI:0.961 Max Web CSI:0.639 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA05 Ply: 1 Qty:6 SEQN:126434/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T27 / DrwNo:172.22.0816.59126 /GO 06/21/2022 B2 3"8 21'11" 3" 2'5"4 2'6" (TYP) 2'6"12 1'3"8 4"8 1'6"++ A B C D E F G H I J K MNOPQRS 1.5X3 4X8 4X10 4X10 3X5 W=H0312 3X5 W=3X73X4 4X10 4X8 5X7 5X5 4X8 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 AM*85 /-/-/-/-/- AG*89 /-/-/-/-/- AM Brg Width = 95.0 Min Req =- AG Brg Width = 168 Min Req =- Bearings AM & AG 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: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 S - - HORZ(TL):0.002 S - - 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:9088 Jamestown SC (Beamrao) Truss Label:FA06 Ply: 1 Qty:1 SEQN:126432/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T10 / DrwNo:172.22.0816.59829 /GO 06/21/2022 3"8 21'11" 1'5"8 1'4" (TYP)1'6"A J S U AG AM 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3W=3X81.5X3 1.5X3 1.5X3 W=3X7 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 2X3(**) 1.5X3(**)3X4(**) 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 AM*85 /-/-/-/-/- AG*89 /-/-/-/-/- AM Brg Width = 95.0 Min Req =- AG Brg Width = 168 Min Req =- Bearings AM & AG 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: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 S - - HORZ(TL):0.002 S - - 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:9088 Jamestown SC (Beamrao) Truss Label:FA06 Ply: 1 Qty:1 SEQN:126432/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T10 / DrwNo:172.22.0816.59829 /GO 06/21/2022 3"8 21'11" 1'5"8 1'4" (TYP)1'6"A J S U AG AM 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3W=3X81.5X3 1.5X3 1.5X3 W=3X7 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 2X3(**) 1.5X3(**)3X4(**) 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live 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 K 464 /-/-/-/-/- H 464 /-/-/-/-/- 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 -634 C - D 0 -758 Chords Tens.Comp. D - E 0 -758 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 618 0 Chords Tens.Comp. J - I 876 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 0 -727 I - E 624 0 Webs Tens.Comp. E - H 0 -526 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):0.048 C 999 360 VERT(TL):0.075 C 999 240 HORZ(LL):0.008 H - - HORZ(TL):0.012 H - - Creep Factor: 1.5 Max TC CSI:0.227 Max BC CSI:0.310 Max Web CSI:0.309 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA07 Ply: 1 Qty:7 SEQN:126453/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T36 / DrwNo:172.22.0816.58454 /GO 06/21/2022 3"8 10'9"4 3"2'2"2'6"12 2'6" (TYP) 5" 4"8 1'6"A B C D E F HIJK 1.5X31.5X3 4X5 3X4 3X4 3X4 1.5X3 3X7 3X5 2X3 3X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live 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 K 464 /-/-/-/-/- H 464 /-/-/-/-/- 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 -634 C - D 0 -758 Chords Tens.Comp. D - E 0 -758 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 618 0 Chords Tens.Comp. J - I 876 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 0 -727 I - E 624 0 Webs Tens.Comp. E - H 0 -526 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):0.048 C 999 360 VERT(TL):0.075 C 999 240 HORZ(LL):0.008 H - - HORZ(TL):0.012 H - - Creep Factor: 1.5 Max TC CSI:0.227 Max BC CSI:0.310 Max Web CSI:0.309 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA07 Ply: 1 Qty:7 SEQN:126453/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T36 / DrwNo:172.22.0816.58454 /GO 06/21/2022 3"8 10'9"4 3"2'2"2'6"12 2'6" (TYP) 5" 4"8 1'6"A B C D E F HIJK 1.5X31.5X3 4X5 3X4 3X4 3X4 1.5X3 3X7 3X5 2X3 3X7 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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 H*88 /-/-/-/-/- H Brg Width = 68.5 Min Req =- Bearing M 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):0.001 A 999 360 VERT(TL):0.002 A 778 240 HORZ(LL):0.002 A - - HORZ(TL):0.003 A - - Creep Factor: 1.5 Max TC CSI:0.067 Max BC CSI:0.026 Max Web CSI:0.029 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA08 Ply: 1 Qty:1 SEQN:126438/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T34 / DrwNo:172.22.0816.58469 /GO 06/21/2022 3"8 3"5'8"8 1'2"8 1'4" (TYP) 5'11"81'6"A F HM 1.5X3 2X3 2X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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 H*88 /-/-/-/-/- H Brg Width = 68.5 Min Req =- Bearing M 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):0.001 A 999 360 VERT(TL):0.002 A 778 240 HORZ(LL):0.002 A - - HORZ(TL):0.003 A - - Creep Factor: 1.5 Max TC CSI:0.067 Max BC CSI:0.026 Max Web CSI:0.029 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FA08 Ply: 1 Qty:1 SEQN:126438/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T34 / DrwNo:172.22.0816.58469 /GO 06/21/2022 3"8 3"5'8"8 1'2"8 1'4" (TYP) 5'11"81'6"A F HM 1.5X3 2X3 2X3 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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 O*87 /-/-/-/-/- O Brg Width = 189 Min Req =- Bearing AA 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 AA - - HORZ(TL):-0.000 AA - - Creep Factor: 1.5 Max TC CSI:0.052 Max BC CSI:0.012 Max Web CSI:0.028 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB01 Ply: 1 Qty:1 SEQN:126455/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T44 / DrwNo:172.22.0816.58548 /GO 06/21/2022 3"8 15'9"4 1'1"2 1'4" (TYP)1'6"A M OAA 1.5X3 2X3 2X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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 O*87 /-/-/-/-/- O Brg Width = 189 Min Req =- Bearing AA 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 AA - - HORZ(TL):-0.000 AA - - Creep Factor: 1.5 Max TC CSI:0.052 Max BC CSI:0.012 Max Web CSI:0.028 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB01 Ply: 1 Qty:1 SEQN:126455/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T44 / DrwNo:172.22.0816.58548 /GO 06/21/2022 3"8 15'9"4 1'1"2 1'4" (TYP)1'6"A M OAA 1.5X3 2X3 2X3 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live load. Additional Notes + 2x6 continuous strongback. 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 N 683 /-/-/-/-/- J 683 /-/-/-/-/- N Brg Width = 5.0 Min Req =1.5 J Brg Width = 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 -1696 C - D 0 -1696 D - E 0 -1757 Chords Tens.Comp. E - F 0 -1757 F - G 0 -690 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1053 0 M - L 1911 0 Chords Tens.Comp. L - K 1173 0 K - J 644 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 0 -1202 B - M 734 0 L - F 666 0 Webs Tens.Comp. F - K 0 -688 K - G 516 0 G - J 0 -897 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):0.147 D 999 360 VERT(TL):0.230 D 804 240 HORZ(LL):0.024 J - - HORZ(TL):0.038 J - - Creep Factor: 1.5 Max TC CSI:0.259 Max BC CSI:0.574 Max Web CSI:0.368 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB02 Ply: 1 Qty:4 SEQN:126457/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T45 / DrwNo:172.22.0816.58501 /GO 06/21/2022 3"8 15'9"4 3"2'5"4 2'6" (TYP) 1'5"12 1'4"4 3"1'6"+ A B C D E F G H JKLMN 1.5X31.5X3 3X7 4X7 1.5X3 3X8 3X4 1.5X3 3X7 4X5 4X4 4X4 1.5X3 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live load. Additional Notes + 2x6 continuous strongback. 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 N 683 /-/-/-/-/- J 683 /-/-/-/-/- N Brg Width = 5.0 Min Req =1.5 J Brg Width = 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 -1696 C - D 0 -1696 D - E 0 -1757 Chords Tens.Comp. E - F 0 -1757 F - G 0 -690 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1053 0 M - L 1911 0 Chords Tens.Comp. L - K 1173 0 K - J 644 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 0 -1202 B - M 734 0 L - F 666 0 Webs Tens.Comp. F - K 0 -688 K - G 516 0 G - J 0 -897 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):0.147 D 999 360 VERT(TL):0.230 D 804 240 HORZ(LL):0.024 J - - HORZ(TL):0.038 J - - Creep Factor: 1.5 Max TC CSI:0.259 Max BC CSI:0.574 Max Web CSI:0.368 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB02 Ply: 1 Qty:4 SEQN:126457/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T45 / DrwNo:172.22.0816.58501 /GO 06/21/2022 3"8 15'9"4 3"2'5"4 2'6" (TYP) 1'5"12 1'4"4 3"1'6"+ A B C D E F G H JKLMN 1.5X31.5X3 3X7 4X7 1.5X3 3X8 3X4 1.5X3 3X7 4X5 4X4 4X4 1.5X3 4X5 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Rt Bearing Leg: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.17" DL: 0.39". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be supported at any point 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 L 683 /-/-/-/-/- N 691 /-/-/-/-/- L Brg Width = 5.0 Min Req =1.5 N Brg Width = 3.5 Min Req =1.5 Bearings L & 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 -1696 C - D 0 -1696 D - E 0 -1741 Chords Tens.Comp. E - F 0 -1741 F - G 0 -1182 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1053 0 K - J 1910 0 Chords Tens.Comp. J - I 1235 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 0 -1202 B - K 734 0 J - F 578 0 Webs Tens.Comp. F - I 0 -589 I - G 1339 0 G - N 0 -472 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):0.174 H 999 360 VERT(TL):0.562 H 328 240 HORZ(LL):0.026 B - - HORZ(TL):0.041 B - - Creep Factor: 1.5 Max TC CSI:0.945 Max BC CSI:0.591 Max Web CSI:0.662 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB03 Ply: 1 Qty:6 SEQN:126459/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T48 / DrwNo:172.22.0817.01486 /GO 06/21/2022 3"8 15'9"4 3"2'5"4 2'6" (TYP) 2'9"4" 15'5"4 15'5"4 4"1'6"9"4 8"12+ A B C D E F G HIJKL N 1.5X31.5X3 3X7 4X7 1.5X3 3X8 3X4 1.5X3 3X7 3X4 4X6 4X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Rt Bearing Leg: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.17" DL: 0.39". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be supported at any point 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 L 683 /-/-/-/-/- N 691 /-/-/-/-/- L Brg Width = 5.0 Min Req =1.5 N Brg Width = 3.5 Min Req =1.5 Bearings L & 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 -1696 C - D 0 -1696 D - E 0 -1741 Chords Tens.Comp. E - F 0 -1741 F - G 0 -1182 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1053 0 K - J 1910 0 Chords Tens.Comp. J - I 1235 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 0 -1202 B - K 734 0 J - F 578 0 Webs Tens.Comp. F - I 0 -589 I - G 1339 0 G - N 0 -472 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):0.174 H 999 360 VERT(TL):0.562 H 328 240 HORZ(LL):0.026 B - - HORZ(TL):0.041 B - - Creep Factor: 1.5 Max TC CSI:0.945 Max BC CSI:0.591 Max Web CSI:0.662 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB03 Ply: 1 Qty:6 SEQN:126459/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T48 / DrwNo:172.22.0817.01486 /GO 06/21/2022 3"8 15'9"4 3"2'5"4 2'6" (TYP) 2'9"4" 15'5"4 15'5"4 4"1'6"9"4 8"12+ A B C D E F G HIJKL N 1.5X31.5X3 3X7 4X7 1.5X3 3X8 3X4 1.5X3 3X7 3X4 4X6 4X10 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes + 2x6 continuous strongback. 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 AB 600 /-/-/-/-/- X 1789 /-/-/-/-/- S 710 /-/-/-/-/- AB Brg Width = 5.0 Min Req =1.5 X Brg Width = 5.5 Min Req =1.5 S Brg Width = 5.0 Min Req =1.5 Bearings AB, X, & 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 -1355 C - D 0 -1355 D - E 383 -1076 E - F 383 -1076 F - G 1022 0 G - H 1828 0 H - I 1828 0 Chords Tens.Comp. I - J 1828 0 J - K 189 -1150 K - L 189 -1150 L - M 0 -2020 M - N 0 -2020 N - O 0 -1288 O - P 0 -1288 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AB-AA 882 0 AA- Z 1400 -135 Z - Y 323 -767 Y - X 0 -1075 Chords Tens.Comp. X - W 107 -584 W -V 107 -584 V - U 1769 0 U - T 1838 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB- B 0 -1008 B -AA 540 -26 D - Z 0 -523 Z - F 1012 0 F - Y 0 -946 Y - G 671 0 G - X 0 -1042 Webs Tens.Comp. X - J 0 -1665 J - V 1277 0 V - L 0 -793 N - T 0 -627 T - P 1110 0 P - S 0 -788 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):0.188 M 999 360 VERT(TL):0.342 M 634 240 HORZ(LL):0.024 S - - HORZ(TL):0.038 S - - Creep Factor: 1.5 Max TC CSI:0.798 Max BC CSI:0.559 Max Web CSI:0.632 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB04 Ply: 1 Qty:2 SEQN:126461/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T31 / DrwNo:172.22.0816.59079 /GO 06/21/2022 3"8 15'7"8 18'3"8 3" 2'5"4 2'6"(TYP) 1'6" 1'5"4 6"8 3" 33'11"1'6"++ A B C D E F G H I J K L M N O P Q STUVWXYZAAAB 1.5X3 3X7 3X7 3X7 3X4 4X10 4X7 4X4 4X5 4X12 W=3X8 W=3X10 4X10 4X10 3X5 3X5 3X4 4X10 4X8 3X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes + 2x6 continuous strongback. 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 AB 600 /-/-/-/-/- X 1789 /-/-/-/-/- S 710 /-/-/-/-/- AB Brg Width = 5.0 Min Req =1.5 X Brg Width = 5.5 Min Req =1.5 S Brg Width = 5.0 Min Req =1.5 Bearings AB, X, & 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 -1355 C - D 0 -1355 D - E 383 -1076 E - F 383 -1076 F - G 1022 0 G - H 1828 0 H - I 1828 0 Chords Tens.Comp. I - J 1828 0 J - K 189 -1150 K - L 189 -1150 L - M 0 -2020 M - N 0 -2020 N - O 0 -1288 O - P 0 -1288 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AB-AA 882 0 AA- Z 1400 -135 Z - Y 323 -767 Y - X 0 -1075 Chords Tens.Comp. X - W 107 -584 W -V 107 -584 V - U 1769 0 U - T 1838 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB- B 0 -1008 B -AA 540 -26 D - Z 0 -523 Z - F 1012 0 F - Y 0 -946 Y - G 671 0 G - X 0 -1042 Webs Tens.Comp. X - J 0 -1665 J - V 1277 0 V - L 0 -793 N - T 0 -627 T - P 1110 0 P - S 0 -788 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):0.188 M 999 360 VERT(TL):0.342 M 634 240 HORZ(LL):0.024 S - - HORZ(TL):0.038 S - - Creep Factor: 1.5 Max TC CSI:0.798 Max BC CSI:0.559 Max Web CSI:0.632 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB04 Ply: 1 Qty:2 SEQN:126461/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T31 / DrwNo:172.22.0816.59079 /GO 06/21/2022 3"8 15'7"8 18'3"8 3" 2'5"4 2'6"(TYP) 1'6" 1'5"4 6"8 3" 33'11"1'6"++ A B C D E F G H I J K L M N O P Q STUVWXYZAAAB 1.5X3 3X7 3X7 3X7 3X4 4X10 4X7 4X4 4X5 4X12 W=3X8 W=3X10 4X10 4X10 3X5 3X5 3X4 4X10 4X8 3X5 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes + 2x6 continuous strongback. 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 AB 593 /-/-/-/-/- X 1769 /-/-/-/-/- S 711 /-/-/-/-/- AB Brg Width = -Min Req =- X Brg Width = 5.5 Min Req =1.5 S Brg Width = 5.0 Min Req =1.5 Bearings X & 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 -1271 C - D 0 -1271 D - E 385 -1060 E - F 385 -1060 F - G 1019 0 G - H 1780 0 H - I 1780 0 Chords Tens.Comp. I - J 1780 0 J - K 148 -1154 K - L 148 -1154 L - M 0 -2022 M - N 0 -2022 N - O 0 -1289 O - P 0 -1289 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AB-AA 760 0 AA- Z 1349 -141 Z - Y 339 -766 Y - X 0 -1043 Chords Tens.Comp. X - W 112 -536 W -V 112 -536 V - U 1772 0 U - T 1840 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB- B 0 -906 B -AA 582 -23 D - Z 0 -488 Z - F 979 0 F - Y 0 -924 Y - G 654 0 G - X 0 -1019 Webs Tens.Comp. X - J 0 -1658 J - V 1270 0 V - L 0 -786 N - T 0 -628 T - P 1110 0 P - S 0 -789 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):0.190 M 999 360 VERT(TL):0.342 M 634 240 HORZ(LL):0.024 S - - HORZ(TL):0.037 S - - Creep Factor: 1.5 Max TC CSI:0.780 Max BC CSI:0.559 Max Web CSI:0.628 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB05 Ply: 1 Qty:4 SEQN:126463/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T35 / DrwNo:172.22.0817.01141 /GO 06/21/2022 3"8 15'4"18'3"8 3" 2'1"12 2'6"(TYP) 1'6" 1'5"4 6"8 3" 33'7"81'6"++ A B C D E F G H I J K L M N O P Q STUVWXYZAAAB 3X4 3X7 3X7 3X7 3X4 4X10 4X7 4X4 4X5 4X12 W=3X10 W=3X10 4X10 4X10 3X5 3X5 3X4 4X10 4X8 3X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes + 2x6 continuous strongback. 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 AB 593 /-/-/-/-/- X 1769 /-/-/-/-/- S 711 /-/-/-/-/- AB Brg Width = -Min Req =- X Brg Width = 5.5 Min Req =1.5 S Brg Width = 5.0 Min Req =1.5 Bearings X & 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 -1271 C - D 0 -1271 D - E 385 -1060 E - F 385 -1060 F - G 1019 0 G - H 1780 0 H - I 1780 0 Chords Tens.Comp. I - J 1780 0 J - K 148 -1154 K - L 148 -1154 L - M 0 -2022 M - N 0 -2022 N - O 0 -1289 O - P 0 -1289 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AB-AA 760 0 AA- Z 1349 -141 Z - Y 339 -766 Y - X 0 -1043 Chords Tens.Comp. X - W 112 -536 W -V 112 -536 V - U 1772 0 U - T 1840 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB- B 0 -906 B -AA 582 -23 D - Z 0 -488 Z - F 979 0 F - Y 0 -924 Y - G 654 0 G - X 0 -1019 Webs Tens.Comp. X - J 0 -1658 J - V 1270 0 V - L 0 -786 N - T 0 -628 T - P 1110 0 P - S 0 -789 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):0.190 M 999 360 VERT(TL):0.342 M 634 240 HORZ(LL):0.024 S - - HORZ(TL):0.037 S - - Creep Factor: 1.5 Max TC CSI:0.780 Max BC CSI:0.559 Max Web CSI:0.628 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB05 Ply: 1 Qty:4 SEQN:126463/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T35 / DrwNo:172.22.0817.01141 /GO 06/21/2022 3"8 15'4"18'3"8 3" 2'1"12 2'6"(TYP) 1'6" 1'5"4 6"8 3" 33'7"81'6"++ A B C D E F G H I J K L M N O P Q STUVWXYZAAAB 3X4 3X7 3X7 3X7 3X4 4X10 4X7 4X4 4X5 4X12 W=3X10 W=3X10 4X10 4X10 3X5 3X5 3X4 4X10 4X8 3X5 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live load. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. (J) Hanger(s) shall be designed to resist all reactions shown and adequate for the geometry of this truss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 690 /-/-/-/-/- J 674 /-/-/-/-/- N Brg Width = -Min Req =- J Brg Width = 5.0 Min Req =1.5 Bearing J 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 -1598 C - D 0 -1598 Chords Tens.Comp. D - E 0 -1740 E - F 0 -1740 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 912 0 M - L 1854 0 Chords Tens.Comp. L - K 1200 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 0 -1086 B - M 783 0 L - F 617 0 Webs Tens.Comp. F - K 0 -1026 K - G 546 0 G - J 0 -782 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):0.144 D 999 360 VERT(TL):0.225 D 808 240 HORZ(LL):0.023 J - - HORZ(TL):0.036 J - - Creep Factor: 1.5 Max TC CSI:0.220 Max BC CSI:0.553 Max Web CSI:0.387 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB06 Ply: 1 Qty:6 SEQN:126586/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T42 / DrwNo:172.22.0816.59610 /GO 06/21/2022 3"8 15'7"8 3"2'1"12 2'6" (TYP) 2'6"12 5" 3"1'6"+ A B C D E F G H JKLMN 2X3 3X7 4X6 1.5X3 3X8 3X4 1.5X3 3X7 3X7 4X5 3X41.5X3 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live load. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. (J) Hanger(s) shall be designed to resist all reactions shown and adequate for the geometry of this truss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 690 /-/-/-/-/- J 674 /-/-/-/-/- N Brg Width = -Min Req =- J Brg Width = 5.0 Min Req =1.5 Bearing J 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 -1598 C - D 0 -1598 Chords Tens.Comp. D - E 0 -1740 E - F 0 -1740 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 912 0 M - L 1854 0 Chords Tens.Comp. L - K 1200 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 0 -1086 B - M 783 0 L - F 617 0 Webs Tens.Comp. F - K 0 -1026 K - G 546 0 G - J 0 -782 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):0.144 D 999 360 VERT(TL):0.225 D 808 240 HORZ(LL):0.023 J - - HORZ(TL):0.036 J - - Creep Factor: 1.5 Max TC CSI:0.220 Max BC CSI:0.553 Max Web CSI:0.387 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB06 Ply: 1 Qty:6 SEQN:126586/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T42 / DrwNo:172.22.0816.59610 /GO 06/21/2022 3"8 15'7"8 3"2'1"12 2'6" (TYP) 2'6"12 5" 3"1'6"+ A B C D E F G H JKLMN 2X3 3X7 4X6 1.5X3 3X8 3X4 1.5X3 3X7 3X7 4X5 3X41.5X3 4X5 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live load. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. This truss spaced @ 19.2" oc supports additional concentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 2-0-0 roof spans with 1-0-0 overhang. Roof load: 35.00 psf LL and 17.00 psf DL. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 408 /-/-/-/-/- J 1163 /-/-/-/-/- M Brg Width = 3.5 Min Req =1.5 J Brg Width = 5.5 Min Req =1.5 Bearings M & 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 22 -521 C - D 410 -406 D - E 410 -406 Chords Tens.Comp. E - F 827 0 F - G 827 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 511 -17 L - K 645 -176 Chords Tens.Comp. K - J 2 -766 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 20 -602 C - K 0 -380 K - E 848 0 Webs Tens.Comp. E - J 0 -546 J - G 0 -939 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):0.039 I 793 360 VERT(TL):0.099 I 310 240 HORZ(LL):0.007 G - - HORZ(TL):0.015 G - - Creep Factor: 1.5 Max TC CSI:0.508 Max BC CSI:0.254 Max Web CSI:0.389 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB08 Ply: 1 Qty:8 SEQN:126493/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T40 / DrwNo:172.22.0817.00829 /GO 06/21/2022 3"8 3"8 10'9"12 2'5"8 3"2'2"2'6"12 2'6" (TYP) 7"4 2'5"4 3" 13'3"41'6"+ A B C D E F G IJKLM 1.5X31.5X3 3X5 3X4 3X4 3X4 1.5X3 3X8 3X71.5X3 3X7 3X4 1.5X3 1.5X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live load. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. This truss spaced @ 19.2" oc supports additional concentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 2-0-0 roof spans with 1-0-0 overhang. Roof load: 35.00 psf LL and 17.00 psf DL. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 408 /-/-/-/-/- J 1163 /-/-/-/-/- M Brg Width = 3.5 Min Req =1.5 J Brg Width = 5.5 Min Req =1.5 Bearings M & 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 22 -521 C - D 410 -406 D - E 410 -406 Chords Tens.Comp. E - F 827 0 F - G 827 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 511 -17 L - K 645 -176 Chords Tens.Comp. K - J 2 -766 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 20 -602 C - K 0 -380 K - E 848 0 Webs Tens.Comp. E - J 0 -546 J - G 0 -939 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):0.039 I 793 360 VERT(TL):0.099 I 310 240 HORZ(LL):0.007 G - - HORZ(TL):0.015 G - - Creep Factor: 1.5 Max TC CSI:0.508 Max BC CSI:0.254 Max Web CSI:0.389 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB08 Ply: 1 Qty:8 SEQN:126493/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T40 / DrwNo:172.22.0817.00829 /GO 06/21/2022 3"8 3"8 10'9"12 2'5"8 3"2'2"2'6"12 2'6" (TYP) 7"4 2'5"4 3" 13'3"41'6"+ A B C D E F G IJKLM 1.5X31.5X3 3X5 3X4 3X4 3X4 1.5X3 3X8 3X71.5X3 3X7 3X4 1.5X3 1.5X3 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 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 15.29 BC: From 8 plf at 0.00 to 8 plf at 15.42 TC: 270 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. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Verify all loading before manufacturing truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 955 /-/-/-/-/- I 660 /-/-/-/-/- L Brg Width = -Min Req =- I Brg Width = 5.0 Min Req =1.5 Bearing I 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 -1584 C - D 0 -1584 Chords Tens.Comp. D - E 0 -1618 E - F 0 -1618 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 956 0 K - J 1787 0 Chords Tens.Comp. J - I 1017 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 0 -375 L - B 0 -1156 B - K 717 0 Webs Tens.Comp. J - F 684 0 F - I 0 -1159 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):0.142 D 999 360 VERT(TL):0.221 D 812 240 HORZ(LL):0.022 I - - HORZ(TL):0.035 I - - Creep Factor: 1.5 Max TC CSI:0.305 Max BC CSI:0.587 Max Web CSI:0.356 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB09G Ply: 1 Qty:9 SEQN:126489/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T38 / DrwNo:172.22.0816.59266 /GO 06/21/2022 3"8 15'5" 3"2'5"4 2'6" (TYP) 2'6"4 2'5"8 3"1'6"+ A B C D E F G IJKL 2X3 3X7 3X8 1.5X3 3X8 3X4 1.5X3 3X8 4X7 1.5X3 3X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 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 15.29 BC: From 8 plf at 0.00 to 8 plf at 15.42 TC: 270 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. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Verify all loading before manufacturing truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 955 /-/-/-/-/- I 660 /-/-/-/-/- L Brg Width = -Min Req =- I Brg Width = 5.0 Min Req =1.5 Bearing I 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 -1584 C - D 0 -1584 Chords Tens.Comp. D - E 0 -1618 E - F 0 -1618 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 956 0 K - J 1787 0 Chords Tens.Comp. J - I 1017 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 0 -375 L - B 0 -1156 B - K 717 0 Webs Tens.Comp. J - F 684 0 F - I 0 -1159 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):0.142 D 999 360 VERT(TL):0.221 D 812 240 HORZ(LL):0.022 I - - HORZ(TL):0.035 I - - Creep Factor: 1.5 Max TC CSI:0.305 Max BC CSI:0.587 Max Web CSI:0.356 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB09G Ply: 1 Qty:9 SEQN:126489/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T38 / DrwNo:172.22.0816.59266 /GO 06/21/2022 3"8 15'5" 3"2'5"4 2'6" (TYP) 2'6"4 2'5"8 3"1'6"+ A B C D E F G IJKL 2X3 3X7 3X8 1.5X3 3X8 3X4 1.5X3 3X8 4X7 1.5X3 3X7 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, 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 6.29 BC: From 8 plf at 0.00 to 8 plf at 6.42 TC: 270 lb Conc. Load at 0.25 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) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 555 /-/-/-/-/- F 269 /-/-/-/-/- H Brg Wid = -Min Req =- F Brg Wid = 3.4 Bearing F 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: 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):0.012 B 999 360 VERT(TL):0.019 B 999 240 HORZ(LL):0.002 F - - HORZ(TL):0.003 F - - Creep Factor: 1.5 Max TC CSI:0.315 Max BC CSI:0.268 Max Web CSI:0.106 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB10G Ply: 1 Qty:10 SEQN:126590 SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T8 DrwNo:172.22.0856.13890 /BM 06/21/2022 3"8 6'5" 3"2'5"4 2'6"12 11" 3"1'6"A B C D FGH 2X3 3X5 3X4 3X4 3X4 3X4 3X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, 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 6.29 BC: From 8 plf at 0.00 to 8 plf at 6.42 TC: 270 lb Conc. Load at 0.25 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) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 555 /-/-/-/-/- F 269 /-/-/-/-/- H Brg Wid = -Min Req =- F Brg Wid = 3.4 Bearing F 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: 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):0.012 B 999 360 VERT(TL):0.019 B 999 240 HORZ(LL):0.002 F - - HORZ(TL):0.003 F - - Creep Factor: 1.5 Max TC CSI:0.315 Max BC CSI:0.268 Max Web CSI:0.106 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB10G Ply: 1 Qty:10 SEQN:126590 SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T8 DrwNo:172.22.0856.13890 /BM 06/21/2022 3"8 6'5" 3"2'5"4 2'6"12 11" 3"1'6"A B C D FGH 2X3 3X5 3X4 3X4 3X4 3X4 3X5 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; W1 4x2 SPF #1/#2; Lt Bearing Leg: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.55" DL: 0.31". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. 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 Q 808 /-/-/-/-/- K 801 /-/-/-/-/- Q Brg Width = 3.5 Min Req =1.5 K Brg Width = 5.5 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 -1966 B - C 0 -3272 C - D 0 -3272 D - E 0 -4078 Chords Tens.Comp. E - F 0 -4078 F - G 0 -2359 G - H 0 -2359 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2072 0 N - M 3975 0 Chords Tens.Comp. M - L 3515 0 L - K 591 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 0 -420 A - O 2115 0 Q - A 0 -420 O - B 0 -747 B - N 1275 0 Webs Tens.Comp. N - D 0 -745 M - F 597 0 F - L 0 -1224 L - H 1874 0 H - K 0 -1040 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):0.551 E 393 360 VERT(TL):0.859 E 252 240 HORZ(LL):0.158 A - - HORZ(TL):0.246 A - - Creep Factor: 1.5 Max TC CSI:0.708 Max BC CSI:0.807 Max Web CSI:0.927 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB13 Ply: 1 Qty:4 SEQN:126491/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T39 / DrwNo:172.22.0817.02360 /GO 06/21/2022 W1 3"8 18'5"4 4"2'4"8 2'5"4 2'6" (TYP) 6"8 3" 18'1"4 18'1"4 4" 18'5"4 18'5"4 3"4 8"12 1'+ A B C D E F G H I KLMNOP Q 4X12 4X8 3X7 2X3 3X12 3X5 2X3 3X7 3X8 2X3 4X14 4X122X3 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2; Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; W1 4x2 SPF #1/#2; Lt Bearing Leg: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Deflection Max JT VERT DEFL: LL: 0.55" DL: 0.31". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. 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 Q 808 /-/-/-/-/- K 801 /-/-/-/-/- Q Brg Width = 3.5 Min Req =1.5 K Brg Width = 5.5 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 -1966 B - C 0 -3272 C - D 0 -3272 D - E 0 -4078 Chords Tens.Comp. E - F 0 -4078 F - G 0 -2359 G - H 0 -2359 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2072 0 N - M 3975 0 Chords Tens.Comp. M - L 3515 0 L - K 591 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 0 -420 A - O 2115 0 Q - A 0 -420 O - B 0 -747 B - N 1275 0 Webs Tens.Comp. N - D 0 -745 M - F 597 0 F - L 0 -1224 L - H 1874 0 H - K 0 -1040 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):0.551 E 393 360 VERT(TL):0.859 E 252 240 HORZ(LL):0.158 A - - HORZ(TL):0.246 A - - Creep Factor: 1.5 Max TC CSI:0.708 Max BC CSI:0.807 Max Web CSI:0.927 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:FB13 Ply: 1 Qty:4 SEQN:126491/SY42 FROM: Cust: R 7064 JRef:1XGL70640001 T39 / DrwNo:172.22.0817.02360 /GO 06/21/2022 W1 3"8 18'5"4 4"2'4"8 2'5"4 2'6" (TYP) 6"8 3" 18'1"4 18'1"4 4" 18'5"4 18'5"4 3"4 8"12 1'+ A B C D E F G H I KLMNOP Q 4X12 4X8 3X7 2X3 3X12 3X5 2X3 3X7 3X8 2X3 4X14 4X122X3 4X5 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Gable end supports 8" max rake overhang. Top chord 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&C member 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 other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 490 /-/-/190 /17 /24 F 96 /-91 /-/33 /13 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req =1.5 F Brg Width = 1.5 Min Req =- 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: 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):0.032 H 431 240 VERT(TL):0.060 H 226 240 HORZ(LL):-0.020 D - - HORZ(TL):-0.038 D - - Creep Factor: 1.5 Max TC CSI:0.278 Max BC CSI:0.259 Max Web CSI:0.100 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A01 Ply: 1 Qty:1 SEQN:126544/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T25 / DrwNo:172.22.0817.00329 /GO 06/21/2022 W2 1' 1'1"12 1'1"12 2'8" 1'6"4 3'6" 10" 1'1"12 1'1"12 2'8" 1'6"4 3'4"8 8"8 3'6" 1"8 1'4"8 7"2 1'9"21'11"3A B C E FH 4 12 3X4(B2) 3X5(**) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Gable end supports 8" max rake overhang. Top chord 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&C member 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 other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 490 /-/-/190 /17 /24 F 96 /-91 /-/33 /13 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req =1.5 F Brg Width = 1.5 Min Req =- 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: 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):0.032 H 431 240 VERT(TL):0.060 H 226 240 HORZ(LL):-0.020 D - - HORZ(TL):-0.038 D - - Creep Factor: 1.5 Max TC CSI:0.278 Max BC CSI:0.259 Max Web CSI:0.100 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A01 Ply: 1 Qty:1 SEQN:126544/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T25 / DrwNo:172.22.0817.00329 /GO 06/21/2022 W2 1' 1'1"12 1'1"12 2'8" 1'6"4 3'6" 10" 1'1"12 1'1"12 2'8" 1'6"4 3'4"8 8"8 3'6" 1"8 1'4"8 7"2 1'9"21'11"3A B C E FH 4 12 3X4(B2) 3X5(**) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member 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 490 /-/-/190 /17 /24 E 96 /-91 /-/33 /13 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- Bearing F 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):0.031 F 435 240 VERT(TL):0.061 F 224 240 HORZ(LL):-0.019 D - - HORZ(TL):-0.037 D - - Creep Factor: 1.5 Max TC CSI:0.312 Max BC CSI:0.246 Max Web CSI:0.106 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A02 Ply: 1 Qty:5 SEQN:126546/MONO FROM: Cust: R 7064 JRef:1XGL70640001 T13 / DrwNo:172.22.0817.00360 /GO 06/21/2022 W2 1' 1'1"12 1'1"12 3'6" 2'4"4 1'1"12 1'1"12 3'4"8 2'2"12 3'6" 1"8 1'4"8 7"2 1'9"21'11"3A B C D EF 4 12 3X4(B2) 1.5X3 1.5X3 3X5(**) 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member 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 490 /-/-/190 /17 /24 E 96 /-91 /-/33 /13 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- Bearing F 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):0.031 F 435 240 VERT(TL):0.061 F 224 240 HORZ(LL):-0.019 D - - HORZ(TL):-0.037 D - - Creep Factor: 1.5 Max TC CSI:0.312 Max BC CSI:0.246 Max Web CSI:0.106 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A02 Ply: 1 Qty:5 SEQN:126546/MONO FROM: Cust: R 7064 JRef:1XGL70640001 T13 / DrwNo:172.22.0817.00360 /GO 06/21/2022 W2 1' 1'1"12 1'1"12 3'6" 2'4"4 1'1"12 1'1"12 3'4"8 2'2"12 3'6" 1"8 1'4"8 7"2 1'9"21'11"3A B C D EF 4 12 3X4(B2) 1.5X3 1.5X3 3X5(**) 1.5X3 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (J) Hanger(s) shall be designed to resist all reactions shown and adequate for the geometry of this truss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 535 /-/-/192 /10 /37 E 201 /-/-/82 /-/- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req =1.5 E Brg Width = -Min Req =- 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 300 -432 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 F 999 240 VERT(TL):-0.004 F 999 240 HORZ(LL):0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 1.5 Max TC CSI:0.358 Max BC CSI:0.173 Max Web CSI:0.181 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A03 Ply: 1 Qty:8 SEQN:126548/MONO FROM: Cust: R 7064 JRef:1XGL70640001 T23 / DrwNo:172.22.0817.00469 /GO 06/21/2022 1'5' 1'2"8 1'2"8 6' 4'9"8 1'1"4 1'1"4 6' 4'10"121'6" 7"2 2'7"22'9"11A B C D EF 4 12 3X4(B2) 2X3 3X4 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (J) Hanger(s) shall be designed to resist all reactions shown and adequate for the geometry of this truss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 535 /-/-/192 /10 /37 E 201 /-/-/82 /-/- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req =1.5 E Brg Width = -Min Req =- 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 300 -432 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 F 999 240 VERT(TL):-0.004 F 999 240 HORZ(LL):0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 1.5 Max TC CSI:0.358 Max BC CSI:0.173 Max Web CSI:0.181 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A03 Ply: 1 Qty:8 SEQN:126548/MONO FROM: Cust: R 7064 JRef:1XGL70640001 T23 / DrwNo:172.22.0817.00469 /GO 06/21/2022 1'5' 1'2"8 1'2"8 6' 4'9"8 1'1"4 1'1"4 6' 4'10"121'6" 7"2 2'7"22'9"11A B C D EF 4 12 3X4(B2) 2X3 3X4 1.5X3 3X5 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Hangers / Ties (J) Hanger Support Required, by others Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 552 /-/-/207 /-/48 E 409 /-/-/159 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = -Min Req =- 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 136 -586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 505 -217 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 234 -539 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 C 999 240 VERT(TL):0.028 C 999 240 HORZ(LL):-0.004 E - - HORZ(TL):-0.016 E - - Creep Factor: 1.5 Max TC CSI:0.243 Max BC CSI:0.534 Max Web CSI:0.318 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A04 Ply: 1 Qty:8 SEQN:126550/MONO FROM: Cust: R 7064 JRef:1XGL70640001 T26 / DrwNo:172.22.0817.01329 /GO 06/21/2022 8' 4'0"2 4'0"2 8' 3'11"14 8' 8'1'4"8 7"2 3'3"23'5"3A B C D E 4 12 3X4(B2) 1.5X3 1.5X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Hangers / Ties (J) Hanger Support Required, by others Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 552 /-/-/207 /-/48 E 409 /-/-/159 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = -Min Req =- 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 136 -586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 505 -217 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 234 -539 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 C 999 240 VERT(TL):0.028 C 999 240 HORZ(LL):-0.004 E - - HORZ(TL):-0.016 E - - Creep Factor: 1.5 Max TC CSI:0.243 Max BC CSI:0.534 Max Web CSI:0.318 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A04 Ply: 1 Qty:8 SEQN:126550/MONO FROM: Cust: R 7064 JRef:1XGL70640001 T26 / DrwNo:172.22.0817.01329 /GO 06/21/2022 8' 4'0"2 4'0"2 8' 3'11"14 8' 8'1'4"8 7"2 3'3"23'5"3A B C D E 4 12 3X4(B2) 1.5X3 1.5X3 3X5 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 257 /-/-/88 /16 /37 H*84 /-/-/34 /-/- Wind reactions based on MWFRS B Brg Width = 1.5 Min Req =1.5 H Brg Width = 70.5 Min Req =- Bearings B & B are 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 E 999 240 VERT(TL):0.001 E 999 240 HORZ(LL):-0.001 G - - HORZ(TL):-0.002 G - - Creep Factor: 1.5 Max TC CSI:0.157 Max BC CSI:0.036 Max Web CSI:0.049 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A05 Ply: 1 Qty:1 SEQN:126564/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T22 / DrwNo:172.22.0816.59688 /GO 06/21/2022 6' 1'4" (TYP) 6"12 6' 6'1'4"8 7"2 2'7"22'9"3A B G H 4 12 3X4(B2) 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 257 /-/-/88 /16 /37 H*84 /-/-/34 /-/- Wind reactions based on MWFRS B Brg Width = 1.5 Min Req =1.5 H Brg Width = 70.5 Min Req =- Bearings B & B are 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 E 999 240 VERT(TL):0.001 E 999 240 HORZ(LL):-0.001 G - - HORZ(TL):-0.002 G - - Creep Factor: 1.5 Max TC CSI:0.157 Max BC CSI:0.036 Max Web CSI:0.049 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A05 Ply: 1 Qty:1 SEQN:126564/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T22 / DrwNo:172.22.0816.59688 /GO 06/21/2022 6' 1'4" (TYP) 6"12 6' 6'1'4"8 7"2 2'7"22'9"3A B G H 4 12 3X4(B2) 2X3 3X5 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (J) Hanger(s) shall be designed to resist all reactions shown and adequate for the geometry of this truss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 451 /-/-/167 /-/37 D 300 /-/-/117 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = -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):NA VERT(TL):NA HORZ(LL):0.012 C - - HORZ(TL):0.020 C - - Creep Factor: 1.5 Max TC CSI:0.677 Max BC CSI:0.322 Max Web CSI:0.190 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A06 Ply: 1 Qty:11 SEQN:126584/SPEC FROM: Cust: R 7064 JRef:1XGL70640001 T28 / DrwNo:172.22.0817.00830 /GO 06/21/2022 6' 6' 6'1'4"8 7"2 2'7"22'9"3A B C D 4 12 3X4(B2) 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (J) Hanger(s) shall be designed to resist all reactions shown and adequate for the geometry of this truss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 451 /-/-/167 /-/37 D 300 /-/-/117 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = -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):NA VERT(TL):NA HORZ(LL):0.012 C - - HORZ(TL):0.020 C - - Creep Factor: 1.5 Max TC CSI:0.677 Max BC CSI:0.322 Max Web CSI:0.190 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:A06 Ply: 1 Qty:11 SEQN:126584/SPEC FROM: Cust: R 7064 JRef:1XGL70640001 T28 / DrwNo:172.22.0817.00830 /GO 06/21/2022 6' 6' 6'1'4"8 7"2 2'7"22'9"3A B C D 4 12 3X4(B2) 2X3 3X5 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 1650f-1.5E; Bot chord: 2x4 SPF #1/#2; B3 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W5,W6,W7,W8 2x4 SPF #1/#2; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. 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. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 767 /-/-/269 /-/122 R 3457 /-/-/1201 /-/- V 1192 /-/-/441 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 R Brg Wid = 5.5 Min Req =5.0 V Brg Wid = 5.5 Min Req =1.9 Bearings B, R, & 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 253 -1080 C - D 327 -875 D - E 344 -761 E - F 972 -35 F - G 1870 -133 Chords Tens.Comp. G - H 628 0 H - I 171 -1142 I - J 277 -1895 J - K 273 -2009 K - L 278 -2208 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 949 -202 U - T 154 -714 T - S 256 -1191 S - R 256 -1191 R - Q 242 -923 Chords Tens.Comp. Q - P 491 -309 P - O 491 -309 O - N 1339 -62 N - L 2008 -184 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 152 -476 U - E 862 -128 E - T 169 -788 T - F 997 -116 F - R 264 -1463 R - G 364 -2456 Webs Tens.Comp. G - Q 1482 -197 Q - H 261 -1446 H - O 983 -114 O - I 164 -752 I - N 725 -109 N - K 149 -426 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: 4.60 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):0.164 N 999 240 VERT(TL):0.318 N 972 240 HORZ(LL):0.036 G - - HORZ(TL):0.070 G - - Creep Factor: 1.5 Max TC CSI:0.857 Max BC CSI:0.799 Max Web CSI:0.947 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:B02 Ply: 1 Qty:3 SEQN:126582/COMN FROM: Cust: R 7064 JRef:1XGL70640001 T50 / DrwNo:172.22.0817.02860 /BM 06/21/2022 T2 B3 W5 W6 W7 W8 20'2"12 25'9"4 5'9"2 5'9"2 9'11"9 4'2"7 11'6"2 1'6"9 17'3"1 5'8"15 23' 5'8"15 28'8"15 5'8"15 34'5"14 5'8"15 36'0"7 1'6"9 40'2"14 4'2"7 46' 5'9"2 6'8"15 6'8"15 13'5"13 6'8"15 16' 2'6"3 20'2"12 4'2"12 25'9"4 5'6"8 30' 4'2"12 32'6"3 2'6"3 39'3"1 6'8"15 46' 6'8"151'4"8 1'4"8 7"28'3"28'5"3(a) (a)(a) (a) A B C D E F G H I J K L M NOPQRSTU V 4 12 4X7(B4) 1.5X3 4X4 3X8 4X5 4X5 4X8 5X5 5X7 6X6 5X7 5X5 4X8 4X5 4X5 3X8 4X4 1.5X3 4X7(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 1650f-1.5E; Bot chord: 2x4 SPF #1/#2; B3 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W5,W6,W7,W8 2x4 SPF #1/#2; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. 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. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 767 /-/-/269 /-/122 R 3457 /-/-/1201 /-/- V 1192 /-/-/441 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 R Brg Wid = 5.5 Min Req =5.0 V Brg Wid = 5.5 Min Req =1.9 Bearings B, R, & 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 253 -1080 C - D 327 -875 D - E 344 -761 E - F 972 -35 F - G 1870 -133 Chords Tens.Comp. G - H 628 0 H - I 171 -1142 I - J 277 -1895 J - K 273 -2009 K - L 278 -2208 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 949 -202 U - T 154 -714 T - S 256 -1191 S - R 256 -1191 R - Q 242 -923 Chords Tens.Comp. Q - P 491 -309 P - O 491 -309 O - N 1339 -62 N - L 2008 -184 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 152 -476 U - E 862 -128 E - T 169 -788 T - F 997 -116 F - R 264 -1463 R - G 364 -2456 Webs Tens.Comp. G - Q 1482 -197 Q - H 261 -1446 H - O 983 -114 O - I 164 -752 I - N 725 -109 N - K 149 -426 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: 4.60 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):0.164 N 999 240 VERT(TL):0.318 N 972 240 HORZ(LL):0.036 G - - HORZ(TL):0.070 G - - Creep Factor: 1.5 Max TC CSI:0.857 Max BC CSI:0.799 Max Web CSI:0.947 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:B02 Ply: 1 Qty:3 SEQN:126582/COMN FROM: Cust: R 7064 JRef:1XGL70640001 T50 / DrwNo:172.22.0817.02860 /BM 06/21/2022 T2 B3 W5 W6 W7 W8 20'2"12 25'9"4 5'9"2 5'9"2 9'11"9 4'2"7 11'6"2 1'6"9 17'3"1 5'8"15 23' 5'8"15 28'8"15 5'8"15 34'5"14 5'8"15 36'0"7 1'6"9 40'2"14 4'2"7 46' 5'9"2 6'8"15 6'8"15 13'5"13 6'8"15 16' 2'6"3 20'2"12 4'2"12 25'9"4 5'6"8 30' 4'2"12 32'6"3 2'6"3 39'3"1 6'8"15 46' 6'8"151'4"8 1'4"8 7"28'3"28'5"3(a) (a)(a) (a) A B C D E F G H I J K L M NOPQRSTU V 4 12 4X7(B4) 1.5X3 4X4 3X8 4X5 4X5 4X8 5X5 5X7 6X6 5X7 5X5 4X8 4X5 4X5 3X8 4X4 1.5X3 4X7(A2) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 1650f-1.5E; Bot chord: 2x4 SPF #1/#2; B3 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W5,W6,W7,W8 2x4 SPF #1/#2; W13,W 14 2x4 SPF Stud; Lt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 805 /-/-/294 /-/117 S 3159 /-/-/1131 /-/- N 1205 /-/-/428 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 S Brg Wid = 5.5 Min Req =4.6 N Brg Wid = 5.5 Min Req =1.9 Bearings B, S, & 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 151 -1181 C - D 146 -976 D - E 150 -862 E - F 481 0 F - G 1493 -93 Chords Tens.Comp. G - H 544 -293 H - I 177 -1267 I - J 228 -1539 J - K 224 -1655 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1044 -91 U - T 194 -836 T - S 194 -836 S - R 195 -699 Chords Tens.Comp. R - Q 725 -250 Q - P 725 -250 P - O 1374 -79 O - N 1499 -142 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 148 -461 V - E 822 -118 E - U 166 -773 U - F 982 -114 F - S 259 -1429 S - G 324 -2103 Webs Tens.Comp. G - R 1353 -180 R - H 242 -1303 H - P 797 -94 P - I 149 -594 K - N 169 -1738 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: 4.40 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):0.079 I 999 240 VERT(TL):0.154 I 999 240 HORZ(LL):0.017 G - - HORZ(TL):0.033 G - - Creep Factor: 1.5 Max TC CSI:0.825 Max BC CSI:0.469 Max Web CSI:0.943 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:B03 Ply: 1 Qty:4 SEQN:126556/COMN FROM: Cust: R 7064 JRef:1XGL70640001 T21 / DrwNo:172.22.0817.02797 /BM 06/21/2022 T2 B3 W5 W6 W7 W8 W13 W14 20'2"12 23'8"12 5'9"2 5'9"2 9'11"9 4'2"7 11'6"2 1'6"9 17'3"1 5'8"15 23' 5'8"15 28'8"15 5'8"15 34'5"14 5'8"15 36'0"7 1'6"9 40'5" 4'4"9 43'11"8 3'6"8 6'8"15 6'8"15 13'5"13 6'8"15 16' 2'6"3 20'2"12 4'2"12 25'9"4 5'6"8 30' 4'2"12 32'6"3 2'6"3 39'3"1 6'8"15 43'11"8 4'8"71'4"8 1'5" 7"2 1'3"58'3"28'5"3(a) (a)(a) (a) A B C D E F G H I J K L M NOPQRSTUV 4 12 4X7(B4) 1.5X3 4X4 3X8 4X5 4X5 4X8 5X5 5X7 6X6 5X7 5X5 4X8 4X5 4X5 3X8 4X4 3X7 1.5X3 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 1650f-1.5E; Bot chord: 2x4 SPF #1/#2; B3 2x4 SPF 1650f-1.5E; Webs: 2x3 SPF Stud; W5,W6,W7,W8 2x4 SPF #1/#2; W13,W 14 2x4 SPF Stud; Lt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 805 /-/-/294 /-/117 S 3159 /-/-/1131 /-/- N 1205 /-/-/428 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 S Brg Wid = 5.5 Min Req =4.6 N Brg Wid = 5.5 Min Req =1.9 Bearings B, S, & 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 151 -1181 C - D 146 -976 D - E 150 -862 E - F 481 0 F - G 1493 -93 Chords Tens.Comp. G - H 544 -293 H - I 177 -1267 I - J 228 -1539 J - K 224 -1655 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1044 -91 U - T 194 -836 T - S 194 -836 S - R 195 -699 Chords Tens.Comp. R - Q 725 -250 Q - P 725 -250 P - O 1374 -79 O - N 1499 -142 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 148 -461 V - E 822 -118 E - U 166 -773 U - F 982 -114 F - S 259 -1429 S - G 324 -2103 Webs Tens.Comp. G - R 1353 -180 R - H 242 -1303 H - P 797 -94 P - I 149 -594 K - N 169 -1738 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: 4.40 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):0.079 I 999 240 VERT(TL):0.154 I 999 240 HORZ(LL):0.017 G - - HORZ(TL):0.033 G - - Creep Factor: 1.5 Max TC CSI:0.825 Max BC CSI:0.469 Max Web CSI:0.943 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:B03 Ply: 1 Qty:4 SEQN:126556/COMN FROM: Cust: R 7064 JRef:1XGL70640001 T21 / DrwNo:172.22.0817.02797 /BM 06/21/2022 T2 B3 W5 W6 W7 W8 W13 W14 20'2"12 23'8"12 5'9"2 5'9"2 9'11"9 4'2"7 11'6"2 1'6"9 17'3"1 5'8"15 23' 5'8"15 28'8"15 5'8"15 34'5"14 5'8"15 36'0"7 1'6"9 40'5" 4'4"9 43'11"8 3'6"8 6'8"15 6'8"15 13'5"13 6'8"15 16' 2'6"3 20'2"12 4'2"12 25'9"4 5'6"8 30' 4'2"12 32'6"3 2'6"3 39'3"1 6'8"15 43'11"8 4'8"71'4"8 1'5" 7"2 1'3"58'3"28'5"3(a) (a)(a) (a) A B C D E F G H I J K L M NOPQRSTUV 4 12 4X7(B4) 1.5X3 4X4 3X8 4X5 4X5 4X8 5X5 5X7 6X6 5X7 5X5 4X8 4X5 4X5 3X8 4X4 3X7 1.5X3 5X7 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. (**) 7 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*121 /-/-/43 /-/6 AM*123 /-/-/43 /-/- Wind reactions based on MWFRS B Brg Wid = 240 Min Req =- AM Brg Wid = 287 Min Req =- Bearings B & BF are 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: 4.40 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 U 999 240 VERT(TL):0.004 U 999 240 HORZ(LL):0.003 AK - - HORZ(TL):0.010 AK - - Creep Factor: 1.5 Max TC CSI:0.182 Max BC CSI:0.058 Max Web CSI:0.206 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:B04 Ply: 1 Qty:1 SEQN:126558/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T18 / DrwNo:172.22.0817.02454 /BM 06/21/2022 43'11"8 1'8" 1'4" (TYP) 10"4 23' 23' 43'11"8 20'11"8 43'11"8 43'11"81'4"8 1'5" 7"2 1'3"58'3"28'5"3A B J T AD AL AMAXBJ 4 12 4X6(**) 1.5X3(**) 3X8(**) 3X4 3X4 3X4 3X44X6 3X4 3X4(**) 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 5X7 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4(**) 3X4 3X7 3X8(**)1.5X3(**) 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. (**) 7 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*121 /-/-/43 /-/6 AM*123 /-/-/43 /-/- Wind reactions based on MWFRS B Brg Wid = 240 Min Req =- AM Brg Wid = 287 Min Req =- Bearings B & BF are 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: 4.40 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 U 999 240 VERT(TL):0.004 U 999 240 HORZ(LL):0.003 AK - - HORZ(TL):0.010 AK - - Creep Factor: 1.5 Max TC CSI:0.182 Max BC CSI:0.058 Max Web CSI:0.206 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:B04 Ply: 1 Qty:1 SEQN:126558/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T18 / DrwNo:172.22.0817.02454 /BM 06/21/2022 43'11"8 1'8" 1'4" (TYP) 10"4 23' 23' 43'11"8 20'11"8 43'11"8 43'11"81'4"8 1'5" 7"2 1'3"58'3"28'5"3A B J T AD AL AMAXBJ 4 12 4X6(**) 1.5X3(**) 3X8(**) 3X4 3X4 3X4 3X44X6 3X4 3X4(**) 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 5X7 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4(**) 3X4 3X7 3X8(**)1.5X3(**) 3X5 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L*128 /-/-/42 /4 /8 Wind reactions based on MWFRS L Brg Wid = 143 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: 20.93 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: 0.91 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):0.002 G 999 240 HORZ(LL):0.001 K - - HORZ(TL):0.002 K - - Creep Factor: 1.5 Max TC CSI:0.172 Max BC CSI:0.032 Max Web CSI:0.080 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:C01 Ply: 1 Qty:1 SEQN:88283 GABL FROM: Cust: R 7064 JRef:1XGL70640001 T30 DrwNo:172.22.0855.59707 /BM 06/21/2022 12' 8" 1'4" (TYP) 6' 6' 12' 6' 12' 12'1'4"8 1'4"8 7"104'7"105'3"3A B G L M 8 12 3X5(B2) 4X4 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L*128 /-/-/42 /4 /8 Wind reactions based on MWFRS L Brg Wid = 143 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: 20.93 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: 0.91 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):0.002 G 999 240 HORZ(LL):0.001 K - - HORZ(TL):0.002 K - - Creep Factor: 1.5 Max TC CSI:0.172 Max BC CSI:0.032 Max Web CSI:0.080 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:C01 Ply: 1 Qty:1 SEQN:88283 GABL FROM: Cust: R 7064 JRef:1XGL70640001 T30 DrwNo:172.22.0855.59707 /BM 06/21/2022 12' 8" 1'4" (TYP) 6' 6' 12' 6' 12' 12'1'4"8 1'4"8 7"104'7"105'3"3A B G L M 8 12 3X5(B2) 4X4 3X5(B2) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 774 /-/-/292 /24 /81 F 634 /-/-/236 /6 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 F Brg Wid = 5.5 Min Req =1.5 Bearings B & 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 75 -755 Chords Tens.Comp. C - D 74 -750 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 513 -2 Chords Tens.Comp. E - D 513 -2 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: 20.93 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: 0.91 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 E 999 240 VERT(TL):0.017 E 999 240 HORZ(LL):0.007 D - - HORZ(TL):0.013 D - - Creep Factor: 1.5 Max TC CSI:0.482 Max BC CSI:0.293 Max Web CSI:0.148 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:C02 Ply: 1 Qty:1 SEQN:88278 COMN FROM: Cust: R 7064 JRef:1XGL70640001 T47 DrwNo:172.22.0856.01557 /BM 06/21/2022 12' 6' 6' 12' 6' 6' 6' 12' 6'1'4"8 7"104'7"105'3"3A B C D E F 8 12 3X5(B2) 4X6(R1) 2X3 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 774 /-/-/292 /24 /81 F 634 /-/-/236 /6 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 F Brg Wid = 5.5 Min Req =1.5 Bearings B & 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 75 -755 Chords Tens.Comp. C - D 74 -750 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 513 -2 Chords Tens.Comp. E - D 513 -2 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: 20.93 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: 0.91 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 E 999 240 VERT(TL):0.017 E 999 240 HORZ(LL):0.007 D - - HORZ(TL):0.013 D - - Creep Factor: 1.5 Max TC CSI:0.482 Max BC CSI:0.293 Max Web CSI:0.148 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:C02 Ply: 1 Qty:1 SEQN:88278 COMN FROM: Cust: R 7064 JRef:1XGL70640001 T47 DrwNo:172.22.0856.01557 /BM 06/21/2022 12' 6' 6' 12' 6' 6' 6' 12' 6'1'4"8 7"104'7"105'3"3A B C D E F 8 12 3X5(B2) 4X6(R1) 2X3 3X5(B2) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Loading Gable end supports 8" max rake overhang. Top chord 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&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. R=573 lbs. For wind loads applied to the face of the gable studs: The Building Designer shall provide out- of-plane restraints to effectively transfer the wind loads to the building's diaphragms. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 772 /-/-/286 /49 /174 AE 245 /-/0 /113 /20 /0 AY*137 /-/-/51 /4 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 AE Brg Width = 5.5 Min Req =1.5 AY Brg Width = 186 Min Req =- Bearings B, AE, & AE are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 89 -708 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AH 460 -61 Chords Tens.Comp. AH-AC 918 -123 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AC 111 -624 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: 23.43 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: 0.91 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 AH 999 240 VERT(TL):0.021 AH 999 240 HORZ(LL):0.008 C - - HORZ(TL):0.016 C - - Creep Factor: 1.5 Max TC CSI:0.593 Max BC CSI:0.316 Max Web CSI:0.370 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:D01 Ply: 1 Qty:1 SEQN:126523/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T6 / DrwNo:172.22.0817.01797 /GO 06/21/2022 W3 11'3"4 15'8"12 8'2"1'4" (TYP) 6'10"4 6'10"4 13'6" 6'7"12 20'1"12 6'7"12 27' 6'10"4 6'9" 6'9" 13'6" 6'9" 20'3" 6'9" 27' 6'9"1'4"8 1'4"8 7"109'7"1010'3"3(a) (a) (a) A B C H M R S XACAEAH AY 8 12 3X7(B4)2X3 3X4 5X5 5X7 3X4 3X7(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Loading Gable end supports 8" max rake overhang. Top chord 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&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. R=573 lbs. For wind loads applied to the face of the gable studs: The Building Designer shall provide out- of-plane restraints to effectively transfer the wind loads to the building's diaphragms. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 772 /-/-/286 /49 /174 AE 245 /-/0 /113 /20 /0 AY*137 /-/-/51 /4 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 AE Brg Width = 5.5 Min Req =1.5 AY Brg Width = 186 Min Req =- Bearings B, AE, & AE are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 89 -708 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AH 460 -61 Chords Tens.Comp. AH-AC 918 -123 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AC 111 -624 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: 23.43 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: 0.91 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 AH 999 240 VERT(TL):0.021 AH 999 240 HORZ(LL):0.008 C - - HORZ(TL):0.016 C - - Creep Factor: 1.5 Max TC CSI:0.593 Max BC CSI:0.316 Max Web CSI:0.370 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:D01 Ply: 1 Qty:1 SEQN:126523/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T6 / DrwNo:172.22.0817.01797 /GO 06/21/2022 W3 11'3"4 15'8"12 8'2"1'4" (TYP) 6'10"4 6'10"4 13'6" 6'7"12 20'1"12 6'7"12 27' 6'10"4 6'9" 6'9" 13'6" 6'9" 20'3" 6'9" 27' 6'9"1'4"8 1'4"8 7"109'7"1010'3"3(a) (a) (a) A B C H M R S XACAEAH AY 8 12 3X7(B4)2X3 3X4 5X5 5X7 3X4 3X7(A2) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SPF #1/#2; W 1,W 6 2x4 SPF Stud; Lt W edge: 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 nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 87 plf at -1.38 to 87 plf at 27.00 BC: From 5 plf at -1.38 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 27.00 BC: 1707 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 10.00,12.00,14.00,16.00,18.00,20.00,22.00,24.00 26.00 Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 12114 /-/-/-/479 /- F 12811 /-/-/-/482 /- Wind reactions based on MWFRS L Brg Wid = 5.5 Min Req =5.0 F Brg Wid = 5.5 Min Req =5.3 Bearings L & 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 339 -8857 C - D 266 -6866 Chords Tens.Comp. D - E 266 -6879 E - F 341 -8890 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 7293 -271 K - J 6756 -259 J - I 4651 -178 Chords Tens.Comp. I - H 4651 -178 H - G 6785 -261 G - F 7327 -274 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 2212 -50 C - J 75 -1663 J - D 3716 -117 Webs Tens.Comp. D - H 3750 -119 H - E 78 -1693 E - G 2234 -52 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: 23.43 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: 0.91 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):0.186 H 999 240 VERT(TL):0.318 H 999 240 HORZ(LL):0.070 C - - HORZ(TL):0.120 C - - Creep Factor: 1.5 Max TC CSI:0.346 Max BC CSI:0.612 Max Web CSI:0.961 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:D02 Ply: 2 Qty:1 SEQN:126580 COMN FROM: Cust: R 7064 JRef:1XGL70640001 T1 DrwNo:172.22.0856.06840 /BM 06/21/2022 2 Complete Trusses Required W1 W6 27' 7'0"10 7'0"10 13'6" 6'5"6 19'11"6 6'5"6 27' 7'0"10 6"14 6"14 5'8"13 5'1"15 10'10"15 5'2"2 13'6" 2'7"1 16'1"1 2'7"1 21'3"3 5'2"2 27' 5'8"131'4"8 7"109'7"1010'5"10A B C D E F GHIJKL 8 12 8X12(B7R)4X12 8X12 6X12 6X12 8X8 6X12 8X12 4X12 6X12(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SPF #1/#2; W 1,W 6 2x4 SPF Stud; Lt W edge: 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 nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 87 plf at -1.38 to 87 plf at 27.00 BC: From 5 plf at -1.38 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 27.00 BC: 1707 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 10.00,12.00,14.00,16.00,18.00,20.00,22.00,24.00 26.00 Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 12114 /-/-/-/479 /- F 12811 /-/-/-/482 /- Wind reactions based on MWFRS L Brg Wid = 5.5 Min Req =5.0 F Brg Wid = 5.5 Min Req =5.3 Bearings L & 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 339 -8857 C - D 266 -6866 Chords Tens.Comp. D - E 266 -6879 E - F 341 -8890 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 7293 -271 K - J 6756 -259 J - I 4651 -178 Chords Tens.Comp. I - H 4651 -178 H - G 6785 -261 G - F 7327 -274 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 2212 -50 C - J 75 -1663 J - D 3716 -117 Webs Tens.Comp. D - H 3750 -119 H - E 78 -1693 E - G 2234 -52 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: 23.43 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: 0.91 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):0.186 H 999 240 VERT(TL):0.318 H 999 240 HORZ(LL):0.070 C - - HORZ(TL):0.120 C - - Creep Factor: 1.5 Max TC CSI:0.346 Max BC CSI:0.612 Max Web CSI:0.961 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:D02 Ply: 2 Qty:1 SEQN:126580 COMN FROM: Cust: R 7064 JRef:1XGL70640001 T1 DrwNo:172.22.0856.06840 /BM 06/21/2022 2 Complete Trusses Required W1 W6 27' 7'0"10 7'0"10 13'6" 6'5"6 19'11"6 6'5"6 27' 7'0"10 6"14 6"14 5'8"13 5'1"15 10'10"15 5'2"2 13'6" 2'7"1 16'1"1 2'7"1 21'3"3 5'2"2 27' 5'8"131'4"8 7"109'7"1010'5"10A B C D E F GHIJKL 8 12 8X12(B7R)4X12 8X12 6X12 6X12 8X8 6X12 8X12 4X12 6X12(B3) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M9,M10,M11,M12,M13,M14, M15 2x4 SPF #1/#2; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB*115 /-/-/39 /4 /6 Wind reactions based on MWFRS AB Brg Wid = 384 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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 O 999 240 VERT(TL):0.003 O 999 240 HORZ(LL):0.003 V - - HORZ(TL):0.006 Q - - Creep Factor: 1.5 Max TC CSI:0.172 Max BC CSI:0.056 Max Web CSI:0.179 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E01 Ply: 1 Qty:1 SEQN:126566 GABL FROM: Cust: R 7064 JRef:1XGL70640001 T7 DrwNo:172.22.0856.08937 /BM 06/21/2022 M9 M10 M11 M12 M13 M14 M15 32' 1'4" (TYP) 16' 16' 32' 16' 32' 32'1'4"8 1'4"8 7"1011'3"1011'11"3(a)(a)(a)(a) (a)(a)(a) A B G O W AB AC AO 8 12 3X5(B2) 3X7 5X5 5X5 3X7 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M9,M10,M11,M12,M13,M14, M15 2x4 SPF #1/#2; Lt W edge: 2x3 SPF Stud;Rt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB*115 /-/-/39 /4 /6 Wind reactions based on MWFRS AB Brg Wid = 384 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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 O 999 240 VERT(TL):0.003 O 999 240 HORZ(LL):0.003 V - - HORZ(TL):0.006 Q - - Creep Factor: 1.5 Max TC CSI:0.172 Max BC CSI:0.056 Max Web CSI:0.179 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E01 Ply: 1 Qty:1 SEQN:126566 GABL FROM: Cust: R 7064 JRef:1XGL70640001 T7 DrwNo:172.22.0856.08937 /BM 06/21/2022 M9 M10 M11 M12 M13 M14 M15 32' 1'4" (TYP) 16' 16' 32' 16' 32' 32'1'4"8 1'4"8 7"1011'3"1011'11"3(a)(a)(a)(a) (a)(a)(a) A B G O W AB AC AO 8 12 3X5(B2) 3X7 5X5 5X5 3X7 3X5(B2) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3,W4,W5 2x4 SPF #1/#2; Lt W edge: 2x6 SP 2700f-2.2E; Rt W edge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 1835 /-/-/687 /72 /204 O 1835 /-/-/687 /72 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.9 O Brg Width = 5.5 Min Req =2.9 Bearings B & 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 180 -2522 C - D 181 -2258 D - E 206 -2218 E - F 213 -1657 Chords Tens.Comp. F - G 213 -1657 G - H 205 -2218 H - I 180 -2258 I - J 179 -2522 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1966 -67 N - M 1652 0 Chords Tens.Comp. M - L 1652 -1 L - J 1966 -71 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - E 394 -22 E - M 127 -652 F - M 1236 -146 Webs Tens.Comp. M - G 126 -652 G - L 394 -21 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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):0.173 M 999 240 VERT(TL):0.305 M 999 240 HORZ(LL):0.095 L - - HORZ(TL):0.168 L - - Creep Factor: 1.5 Max TC CSI:0.818 Max BC CSI:0.950 Max Web CSI:0.303 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E02 Ply: 1 Qty:2 SEQN:126570/COMN FROM: Cust: R 7064 JRef:1XGL70640001 T2 / DrwNo:172.22.0817.01610 /GO 06/21/2022 W3 W4 W5 32' 5'4"1 5'4"1 6'1"2 9"1 10'8"1 4'6"14 16' 5'3"15 21'3"15 5'3"15 25'10"14 4'6"14 26'7"15 9"1 32' 5'4"1 8'0"1 8'0"1 16' 7'11"15 23'11"15 7'11"15 32' 8'0"11'4"8 1'4"8 7"1011'3"1011'11"3(a) (a) (a) A B C D E F G H I J K LMN O 8 12 6X8(B3) 1.5X3 3X7 3X4 3X4 5X5 6X8 3X4 3X4 3X71.5X3 6X8(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3,W4,W5 2x4 SPF #1/#2; Lt W edge: 2x6 SP 2700f-2.2E; Rt W edge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 1835 /-/-/687 /72 /204 O 1835 /-/-/687 /72 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.9 O Brg Width = 5.5 Min Req =2.9 Bearings B & 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 180 -2522 C - D 181 -2258 D - E 206 -2218 E - F 213 -1657 Chords Tens.Comp. F - G 213 -1657 G - H 205 -2218 H - I 180 -2258 I - J 179 -2522 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1966 -67 N - M 1652 0 Chords Tens.Comp. M - L 1652 -1 L - J 1966 -71 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - E 394 -22 E - M 127 -652 F - M 1236 -146 Webs Tens.Comp. M - G 126 -652 G - L 394 -21 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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):0.173 M 999 240 VERT(TL):0.305 M 999 240 HORZ(LL):0.095 L - - HORZ(TL):0.168 L - - Creep Factor: 1.5 Max TC CSI:0.818 Max BC CSI:0.950 Max Web CSI:0.303 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E02 Ply: 1 Qty:2 SEQN:126570/COMN FROM: Cust: R 7064 JRef:1XGL70640001 T2 / DrwNo:172.22.0817.01610 /GO 06/21/2022 W3 W4 W5 32' 5'4"1 5'4"1 6'1"2 9"1 10'8"1 4'6"14 16' 5'3"15 21'3"15 5'3"15 25'10"14 4'6"14 26'7"15 9"1 32' 5'4"1 8'0"1 8'0"1 16' 7'11"15 23'11"15 7'11"15 32' 8'0"11'4"8 1'4"8 7"1011'3"1011'11"3(a) (a) (a) A B C D E F G H I J K LMN O 8 12 6X8(B3) 1.5X3 3X7 3X4 3X4 5X5 6X8 3X4 3X4 3X71.5X3 6X8(B3) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, 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; W6,W7,W8,W9 2x4 SPF #1/#2; Lt W edge: 2x6 SP 2700f-2.2E; Rt W edge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 1841 /-/-/693 /68 /204 S 1837 /-/-/689 /70 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =2.9 S Brg Wid = 5.5 Min Req =2.9 Bearings B & 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 136 -2305 C - D 192 -3574 D - E 146 -2333 E - F 179 -2257 F - G 249 -1758 Chords Tens.Comp. G - H 213 -1669 H - I 202 -2221 I - J 177 -2261 J - K 176 -2526 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 1753 -44 R - Q 1879 -45 Q - P 2976 -98 P - O 1970 0 Chords Tens.Comp. O - N 1259 0 N - M 1657 0 M - K 1968 -69 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 30 -883 C - Q 1333 -58 Q - D 554 0 D - P 133 -1239 F - P 1233 0 Webs Tens.Comp. F - O 115 -1560 O - G 733 -137 G - N 694 -56 N - H 130 -668 H - M 393 -20 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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):0.232 P 999 240 VERT(TL):0.410 P 936 240 HORZ(LL):0.145 K - - HORZ(TL):0.257 K - - Creep Factor: 1.5 Max TC CSI:0.821 Max BC CSI:0.949 Max Web CSI:0.887 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E03 Ply: 1 Qty:5 SEQN:126572 COMN FROM: Cust: R 7064 JRef:1XGL70640001 T20 DrwNo:172.22.0856.11283 /BM 06/21/2022 T2 W6 W7 W8 W9 32' 2' 2' 4'7"5 2'7"5 6'1"2 1'5"14 12'1"3 6'0"1 16' 3'10"13 21'3"15 5'3"15 25'10"14 4'6"14 26'7"15 9"1 32' 5'4"1 2' 2' 4'4"13 2'4"13 12'1"3 7'8"6 14'6" 2'4"13 16'1"12 1'7"12 23'11"15 7'10"3 32' 8'0"11'4"8 1'4"8 7"101'11'3"1011'11"3(a) (a) (a)(a) (a) A B C D E F G H I J K L MNO PQ R S 8 12 5 12 6X6(B12R) 5X5 5X7 5X7(SRS) 4X4 3X7 6X6 6X12 6X6 6X8 3X5 3X4 3X4 3X71.5X3 6X8(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, 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; W6,W7,W8,W9 2x4 SPF #1/#2; Lt W edge: 2x6 SP 2700f-2.2E; Rt W edge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 1841 /-/-/693 /68 /204 S 1837 /-/-/689 /70 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =2.9 S Brg Wid = 5.5 Min Req =2.9 Bearings B & 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 136 -2305 C - D 192 -3574 D - E 146 -2333 E - F 179 -2257 F - G 249 -1758 Chords Tens.Comp. G - H 213 -1669 H - I 202 -2221 I - J 177 -2261 J - K 176 -2526 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 1753 -44 R - Q 1879 -45 Q - P 2976 -98 P - O 1970 0 Chords Tens.Comp. O - N 1259 0 N - M 1657 0 M - K 1968 -69 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 30 -883 C - Q 1333 -58 Q - D 554 0 D - P 133 -1239 F - P 1233 0 Webs Tens.Comp. F - O 115 -1560 O - G 733 -137 G - N 694 -56 N - H 130 -668 H - M 393 -20 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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):0.232 P 999 240 VERT(TL):0.410 P 936 240 HORZ(LL):0.145 K - - HORZ(TL):0.257 K - - Creep Factor: 1.5 Max TC CSI:0.821 Max BC CSI:0.949 Max Web CSI:0.887 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E03 Ply: 1 Qty:5 SEQN:126572 COMN FROM: Cust: R 7064 JRef:1XGL70640001 T20 DrwNo:172.22.0856.11283 /BM 06/21/2022 T2 W6 W7 W8 W9 32' 2' 2' 4'7"5 2'7"5 6'1"2 1'5"14 12'1"3 6'0"1 16' 3'10"13 21'3"15 5'3"15 25'10"14 4'6"14 26'7"15 9"1 32' 5'4"1 2' 2' 4'4"13 2'4"13 12'1"3 7'8"6 14'6" 2'4"13 16'1"12 1'7"12 23'11"15 7'10"3 32' 8'0"11'4"8 1'4"8 7"101'11'3"1011'11"3(a) (a) (a)(a) (a) A B C D E F G H I J K L MNO PQ R S 8 12 5 12 6X6(B12R) 5X5 5X7 5X7(SRS) 4X4 3X7 6X6 6X12 6X6 6X8 3X5 3X4 3X4 3X71.5X3 6X8(B3) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3,W4,W5 2x4 SPF #1/#2; Lt W edge: 2x6 SP 2700f-2.2E; Rt W edge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 1838 /-/-/688 /72 /192 I 1707 /-/-/633 /53 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.9 I Brg Width = -Min Req =- 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 180 -2527 C - D 181 -2263 D - E 206 -2222 E - F 214 -1662 Chords Tens.Comp. F - G 214 -1661 G - H 209 -2276 H - I 183 -2541 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1970 -96 L - K 1656 -26 Chords Tens.Comp. K - J 1660 -27 J - I 1988 -100 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - E 394 -21 E - K 126 -651 F - K 1240 -147 Webs Tens.Comp. K - G 127 -658 G - J 412 -24 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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):0.170 K 999 240 VERT(TL):0.302 K 999 240 HORZ(LL):0.091 J - - HORZ(TL):0.162 J - - Creep Factor: 1.5 Max TC CSI:0.819 Max BC CSI:0.952 Max Web CSI:0.304 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E04 Ply: 1 Qty:13 SEQN:126574/COMN FROM: Cust: R 7064 JRef:1XGL70640001 T11 / DrwNo:172.22.0817.02126 /GO 06/21/2022 W3 W4 W5 32' 5'4"1 5'4"1 6'1"2 9"1 10'8"1 4'6"14 16' 5'3"15 21'3"15 5'3"15 26'7"15 5'3"15 32' 5'4"1 8'0"1 8'0"1 16' 7'11"15 23'11"15 7'11"15 32' 8'0"11'4"8 7"1011'3"1011'11"3(a) (a) (a) A B C D E F G H I JKL 8 12 6X8(B3) 1.5X3 3X7 3X4 3X4 4X6 6X8 3X4 3X4 1.5X3 6X8(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3,W4,W5 2x4 SPF #1/#2; Lt W edge: 2x6 SP 2700f-2.2E; Rt W edge: 2x6 SP 2700f-2.2E; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 1838 /-/-/688 /72 /192 I 1707 /-/-/633 /53 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.9 I Brg Width = -Min Req =- 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 180 -2527 C - D 181 -2263 D - E 206 -2222 E - F 214 -1662 Chords Tens.Comp. F - G 214 -1661 G - H 209 -2276 H - I 183 -2541 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1970 -96 L - K 1656 -26 Chords Tens.Comp. K - J 1660 -27 J - I 1988 -100 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - E 394 -21 E - K 126 -651 F - K 1240 -147 Webs Tens.Comp. K - G 127 -658 G - J 412 -24 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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):0.170 K 999 240 VERT(TL):0.302 K 999 240 HORZ(LL):0.091 J - - HORZ(TL):0.162 J - - Creep Factor: 1.5 Max TC CSI:0.819 Max BC CSI:0.952 Max Web CSI:0.304 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E04 Ply: 1 Qty:13 SEQN:126574/COMN FROM: Cust: R 7064 JRef:1XGL70640001 T11 / DrwNo:172.22.0817.02126 /GO 06/21/2022 W3 W4 W5 32' 5'4"1 5'4"1 6'1"2 9"1 10'8"1 4'6"14 16' 5'3"15 21'3"15 5'3"15 26'7"15 5'3"15 32' 5'4"1 8'0"1 8'0"1 16' 7'11"15 23'11"15 7'11"15 32' 8'0"11'4"8 7"1011'3"1011'11"3(a) (a) (a) A B C D E F G H I JKL 8 12 6X8(B3) 1.5X3 3X7 3X4 3X4 4X6 6X8 3X4 3X4 1.5X3 6X8(B3) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M9,M10,M11,M12,M13,M14, M15 2x4 SPF #1/#2; Lt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AA*111 /-/-/39 /4 /6 Wind reactions based on MWFRS AA Brg Width = 384 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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 O 999 240 VERT(TL):0.003 O 999 240 HORZ(LL):-0.003 H - - HORZ(TL):-0.006 M - - Creep Factor: 1.5 Max TC CSI:0.172 Max BC CSI:0.057 Max Web CSI:0.179 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E05 Ply: 1 Qty:1 SEQN:126576/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T14 / DrwNo:172.22.0817.02282 /GO 06/21/2022 M9 M10 M11 M12 M13 M14 M15 32' 1'4" (TYP) 16' 16' 32' 16' 32' 32'1'4"8 7"1011'3"1011'11"3(a)(a)(a)(a)(a)(a)(a) A B G O AA AM 8 12 3X5(B2) 3X7 4X5 5X5 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Parkway Grand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M9,M10,M11,M12,M13,M14, M15 2x4 SPF #1/#2; Lt W edge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AA*111 /-/-/39 /4 /6 Wind reactions based on MWFRS AA Brg Width = 384 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: 24.26 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.20 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: 0.91 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 O 999 240 VERT(TL):0.003 O 999 240 HORZ(LL):-0.003 H - - HORZ(TL):-0.006 M - - Creep Factor: 1.5 Max TC CSI:0.172 Max BC CSI:0.057 Max Web CSI:0.179 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:E05 Ply: 1 Qty:1 SEQN:126576/GABL FROM: Cust: R 7064 JRef:1XGL70640001 T14 / DrwNo:172.22.0817.02282 /GO 06/21/2022 M9 M10 M11 M12 M13 M14 M15 32' 1'4" (TYP) 16' 16' 32' 16' 32' 32'1'4"8 7"1011'3"1011'11"3(a)(a)(a)(a)(a)(a)(a) A B G O AA AM 8 12 3X5(B2) 3X7 4X5 5X5 3X5(B2) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M10,M11,M12,M13,M14,M15, M16 2x4 SPF #1/#2; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AC*107 /-/-/37 /3 /5 Wind reactions based on MWFRS AC Brg Wid = 426 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: 25.60 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.55 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: 0.91 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 O 999 240 VERT(TL):0.003 O 999 240 HORZ(LL):-0.003 G - - HORZ(TL):-0.006 M - - Creep Factor: 1.5 Max TC CSI:0.049 Max BC CSI:0.040 Max Web CSI:0.207 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V01 Ply: 1 Qty:1 SEQN:88285 GABL FROM: Cust: R 7064 JRef:1XGL70640001 T4 DrwNo:172.22.0856.16380 /BM 06/21/2022 M10 M11 M12 M13 M14 M15 M16 35'6"7 1'9"4 1'4" (TYP) 17'9"4 17'9"4 35'6"7 17'9"4 35'6"7 35'6"7 0"411'10"6(a)(a)(a)(a) (a)(a)(a) A H O V AC AO 8 12 3X4(D1) 3X7 5X5 3X7 3X7 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M10,M11,M12,M13,M14,M15, M16 2x4 SPF #1/#2; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AC*107 /-/-/37 /3 /5 Wind reactions based on MWFRS AC Brg Wid = 426 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: 25.60 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.55 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: 0.91 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 O 999 240 VERT(TL):0.003 O 999 240 HORZ(LL):-0.003 G - - HORZ(TL):-0.006 M - - Creep Factor: 1.5 Max TC CSI:0.049 Max BC CSI:0.040 Max Web CSI:0.207 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V01 Ply: 1 Qty:1 SEQN:88285 GABL FROM: Cust: R 7064 JRef:1XGL70640001 T4 DrwNo:172.22.0856.16380 /BM 06/21/2022 M10 M11 M12 M13 M14 M15 M16 35'6"7 1'9"4 1'4" (TYP) 17'9"4 17'9"4 35'6"7 17'9"4 35'6"7 35'6"7 0"411'10"6(a)(a)(a)(a) (a)(a)(a) A H O V AC AO 8 12 3X4(D1) 3X7 5X5 3X7 3X7 3X4(D1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, 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 on member. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*107 /-/-/37 /5 /5 Wind reactions based on MWFRS I Brg Wid = 379 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. D - O 111 -393 Webs Tens.Comp. L - F 111 -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: 26.24 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.17 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: 0.91 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 I 999 240 VERT(TL):0.014 I 999 240 HORZ(LL):0.003 A - - HORZ(TL):-0.005 D - - Creep Factor: 1.5 Max TC CSI:0.261 Max BC CSI:0.113 Max Web CSI:0.667 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V02 Ply: 1 Qty:1 SEQN:88282 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T43 DrwNo:172.22.0856.17967 /BM 06/21/2022 W4 31'7"15 3'10"4'(TYP) 15'10" 15'10" 31'7"15 15'10" 31'7"15 31'7"15 0"410'6"14(a) A B C D E F G H I JKLMNOPQ 8 12 3X4(D1) 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 4X4 1.5X3 3X5 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, 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 on member. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*107 /-/-/37 /5 /5 Wind reactions based on MWFRS I Brg Wid = 379 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. D - O 111 -393 Webs Tens.Comp. L - F 111 -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: 26.24 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.17 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: 0.91 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 I 999 240 VERT(TL):0.014 I 999 240 HORZ(LL):0.003 A - - HORZ(TL):-0.005 D - - Creep Factor: 1.5 Max TC CSI:0.261 Max BC CSI:0.113 Max Web CSI:0.667 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V02 Ply: 1 Qty:1 SEQN:88282 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T43 DrwNo:172.22.0856.17967 /BM 06/21/2022 W4 31'7"15 3'10"4'(TYP) 15'10" 15'10" 31'7"15 15'10" 31'7"15 31'7"15 0"410'6"14(a) A B C D E F G H I JKLMNOPQ 8 12 3X4(D1) 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 4X4 1.5X3 3X5 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 3X4(D1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*107 /-/-/37 /6 /5 Wind reactions based on MWFRS G Brg Wid = 331 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 - M 116 -437 D - K 0 -474 Webs Tens.Comp. H - F 116 -436 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: 26.91 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: 0.91 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):0.031 A 999 240 VERT(TL):0.056 A 999 240 HORZ(LL):0.013 A - - HORZ(TL):0.023 A - - Creep Factor: 1.5 Max TC CSI:0.441 Max BC CSI:0.316 Max Web CSI:0.420 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V03 Ply: 1 Qty:1 SEQN:88277 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T46 DrwNo:172.22.0856.19487 /BM 06/21/2022 W3 27'7"15 5'10"4' (TYP) 13'10" 13'10" 27'7"15 13'10" 27'7"15 27'7"15 0"49'2"14(a) A B C D E F G HIJKLM 8 12 3X4(D1) 1.5X3 1.5X3 1.5X3 1.5X3 4X4 1.5X3 3X5 1.5X3 1.5X3 1.5X3 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF #1/#2; Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*107 /-/-/37 /6 /5 Wind reactions based on MWFRS G Brg Wid = 331 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 - M 116 -437 D - K 0 -474 Webs Tens.Comp. H - F 116 -436 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: 26.91 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: 0.91 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):0.031 A 999 240 VERT(TL):0.056 A 999 240 HORZ(LL):0.013 A - - HORZ(TL):0.023 A - - Creep Factor: 1.5 Max TC CSI:0.441 Max BC CSI:0.316 Max Web CSI:0.420 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V03 Ply: 1 Qty:1 SEQN:88277 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T46 DrwNo:172.22.0856.19487 /BM 06/21/2022 W3 27'7"15 5'10"4' (TYP) 13'10" 13'10" 27'7"15 13'10" 27'7"15 27'7"15 0"49'2"14(a) A B C D E F G HIJKLM 8 12 3X4(D1) 1.5X3 1.5X3 1.5X3 1.5X3 4X4 1.5X3 3X5 1.5X3 1.5X3 1.5X3 1.5X3 3X4(D1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*107 /-/-/37 /6 /5 Wind reactions based on MWFRS G Brg Wid = 283 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. C - L 118 -393 Webs Tens.Comp. I - E 118 -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: 27.58 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: 0.91 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 A 999 240 VERT(TL):0.015 A 999 240 HORZ(LL):0.003 A - - HORZ(TL):0.005 A - - Creep Factor: 1.5 Max TC CSI:0.262 Max BC CSI:0.121 Max Web CSI:0.470 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V04 Ply: 1 Qty:1 SEQN:88272 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T49 DrwNo:172.22.0856.21030 /BM 06/21/2022 23'7"15 3'10"4' (TYP) 11'10" 11'10" 23'7"15 11'10" 23'7"15 23'7"15 0"47'10"14A B C D E F G HIJKLM 8 12 3X4(D1) 1.5X3 1.5X3 1.5X3 1.5X3 4X4 1.5X3 3X5 1.5X3 1.5X3 1.5X3 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*107 /-/-/37 /6 /5 Wind reactions based on MWFRS G Brg Wid = 283 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. C - L 118 -393 Webs Tens.Comp. I - E 118 -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: 27.58 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: 0.91 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 A 999 240 VERT(TL):0.015 A 999 240 HORZ(LL):0.003 A - - HORZ(TL):0.005 A - - Creep Factor: 1.5 Max TC CSI:0.262 Max BC CSI:0.121 Max Web CSI:0.470 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V04 Ply: 1 Qty:1 SEQN:88272 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T49 DrwNo:172.22.0856.21030 /BM 06/21/2022 23'7"15 3'10"4' (TYP) 11'10" 11'10" 23'7"15 11'10" 23'7"15 23'7"15 0"47'10"14A B C D E F G HIJKLM 8 12 3X4(D1) 1.5X3 1.5X3 1.5X3 1.5X3 4X4 1.5X3 3X5 1.5X3 1.5X3 1.5X3 1.5X3 3X4(D1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /7 /5 Wind reactions based on MWFRS E Brg Wid = 235 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 - H 139 -484 C - G 0 -454 Webs Tens.Comp. F - D 139 -484 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: 28.24 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: 0.91 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):0.029 E 999 240 VERT(TL):0.052 E 999 240 HORZ(LL):-0.014 E - - HORZ(TL):-0.026 E - - Creep Factor: 1.5 Max TC CSI:0.470 Max BC CSI:0.314 Max Web CSI:0.517 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V05 Ply: 1 Qty:1 SEQN:88280 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T51 DrwNo:172.22.0856.41137 /BM 06/21/2022 19'7"15 5'10" 4' (TYP) 9'10" 9'10" 19'7"15 9'10" 19'7"15 19'7"15 0"46'6"14A B C D E FGH 8 12 3X4(D1) 1.5X3 1.5X3 4X4 1.5X3 1.5X3 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /7 /5 Wind reactions based on MWFRS E Brg Wid = 235 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 - H 139 -484 C - G 0 -454 Webs Tens.Comp. F - D 139 -484 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: 28.24 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: 0.91 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):0.029 E 999 240 VERT(TL):0.052 E 999 240 HORZ(LL):-0.014 E - - HORZ(TL):-0.026 E - - Creep Factor: 1.5 Max TC CSI:0.470 Max BC CSI:0.314 Max Web CSI:0.517 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V05 Ply: 1 Qty:1 SEQN:88280 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T51 DrwNo:172.22.0856.41137 /BM 06/21/2022 19'7"15 5'10" 4' (TYP) 9'10" 9'10" 19'7"15 9'10" 19'7"15 19'7"15 0"46'6"14A B C D E FGH 8 12 3X4(D1) 1.5X3 1.5X3 4X4 1.5X3 1.5X3 1.5X3 3X4(D1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /7 /5 Wind reactions based on MWFRS E Brg Wid = 187 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 - H 116 -390 Webs Tens.Comp. F - D 116 -390 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: 28.91 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: 0.91 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):0.007 E 999 240 VERT(TL):0.012 E 999 240 HORZ(LL):-0.003 E - - HORZ(TL):-0.006 E - - Creep Factor: 1.5 Max TC CSI:0.329 Max BC CSI:0.110 Max Web CSI:0.216 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V06 Ply: 1 Qty:1 SEQN:88275 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T52 DrwNo:172.22.0856.42700 /BM 06/21/2022 15'7"15 3'10" 4' (TYP) 7'10" 7'10" 15'7"15 7'10" 15'7"15 15'7"15 0"45'2"14A B C D E FGH 8 12 3X4(D1) 1.5X3 1.5X3 4X4 1.5X3 1.5X3 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /7 /5 Wind reactions based on MWFRS E Brg Wid = 187 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 - H 116 -390 Webs Tens.Comp. F - D 116 -390 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: 28.91 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: 0.91 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):0.007 E 999 240 VERT(TL):0.012 E 999 240 HORZ(LL):-0.003 E - - HORZ(TL):-0.006 E - - Creep Factor: 1.5 Max TC CSI:0.329 Max BC CSI:0.110 Max Web CSI:0.216 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V06 Ply: 1 Qty:1 SEQN:88275 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T52 DrwNo:172.22.0856.42700 /BM 06/21/2022 15'7"15 3'10" 4' (TYP) 7'10" 7'10" 15'7"15 7'10" 15'7"15 15'7"15 0"45'2"14A B C D E FGH 8 12 3X4(D1) 1.5X3 1.5X3 4X4 1.5X3 1.5X3 1.5X3 3X4(D1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member 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*107 /-/-/37 /7 /5 Wind reactions based on MWFRS C Brg Wid = 139 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 524 -77 Chords Tens.Comp. B - C 524 -77 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 140 -859 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: 29.58 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: 0.91 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):0.035 C 999 240 VERT(TL):0.063 C 999 240 HORZ(LL):-0.018 C - - HORZ(TL):-0.032 C - - Creep Factor: 1.5 Max TC CSI:0.605 Max BC CSI:0.375 Max Web CSI:0.390 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V07 Ply: 1 Qty:1 SEQN:88270 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T53 DrwNo:172.22.0856.44633 /BM 06/21/2022 11'7"15 5'10" 5'10" 11'7"15 5'10" 5'10" 5'10" 11'7"15 5'10" 0"43'10"14A B C D 8 12 3X4(D1) 4X4 2X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member 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*107 /-/-/37 /7 /5 Wind reactions based on MWFRS C Brg Wid = 139 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 524 -77 Chords Tens.Comp. B - C 524 -77 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 140 -859 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: 29.58 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: 0.91 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):0.035 C 999 240 VERT(TL):0.063 C 999 240 HORZ(LL):-0.018 C - - HORZ(TL):-0.032 C - - Creep Factor: 1.5 Max TC CSI:0.605 Max BC CSI:0.375 Max Web CSI:0.390 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V07 Ply: 1 Qty:1 SEQN:88270 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T53 DrwNo:172.22.0856.44633 /BM 06/21/2022 11'7"15 5'10" 5'10" 11'7"15 5'10" 5'10" 5'10" 11'7"15 5'10" 0"43'10"14A B C D 8 12 3X4(D1) 4X4 2X3 3X4(D1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/36 /6 /5 Wind reactions based on MWFRS C Brg Wid = 91.9 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 69 -438 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: 30.24 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: 0.91 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 A 999 240 VERT(TL):0.017 A 999 240 HORZ(LL):-0.005 C - - HORZ(TL):-0.009 C - - Creep Factor: 1.5 Max TC CSI:0.226 Max BC CSI:0.151 Max Web CSI:0.147 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V08 Ply: 1 Qty:1 SEQN:88279 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T54 DrwNo:172.22.0856.46323 /BM 06/21/2022 7'7"15 3'10" 3'10" 7'7"15 3'10" 3'10" 3'10" 7'7"15 3'10" 0"42'6"14A B C D 8 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 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-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/36 /6 /5 Wind reactions based on MWFRS C Brg Wid = 91.9 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 69 -438 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: 30.24 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: 0.91 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 A 999 240 VERT(TL):0.017 A 999 240 HORZ(LL):-0.005 C - - HORZ(TL):-0.009 C - - Creep Factor: 1.5 Max TC CSI:0.226 Max BC CSI:0.151 Max Web CSI:0.147 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:V08 Ply: 1 Qty:1 SEQN:88279 VAL FROM: Cust: R 7064 JRef:1XGL70640001 T54 DrwNo:172.22.0856.46323 /BM 06/21/2022 7'7"15 3'10" 3'10" 7'7"15 3'10" 3'10" 3'10" 7'7"15 3'10" 0"42'6"14A B C D 8 12 3X4(D1) 4X4 1.5X3 3X4(D1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E; Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x4 SPF Stud; W1,W2 2x6 SP 2700f-2.2E; W4, W6,W 12 2x4 SPF #1/#2; W7 2x4 SPF 1650f-1.5E; W 9, W11,W 13,W 14 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" 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 row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 42 plf at 0.00 to 42 plf at 46.00 BC: From 10 plf at 0.00 to 10 plf at 46.00 BC: 8083 lb Conc. Load at 8.15 BC: 955 lb Conc. Load at 9.74,11.34,12.94,14.54 16.14,17.74,19.34,20.94,22.54 BC: 555 lb Conc. Load at 24.14,27.33,28.93,30.53 32.13,33.73,35.33,36.93,38.53 BC: 2723 lb Conc. Load at 39.81 Wind Wind loads and reactions based on MWFRS. Additional Notes Negative reaction(s) of -256# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. WARNING: Furnish a copy of this DW G to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. The maximum concentrated load is 8083# * To transfer concentrated loads equally to each ply: Apply (#S) Simpson SDS 0.25"x4.5" or equivalent screw cluster at location shown under Special Loads. The number of screws (#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) can substitute for this connection. If top chord point loads are equally distributed over all 3 plys no additional screws are required. *15S *2S *5S *2S Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 6739 /-256 /-/78 /-/- W 19620 /-/-/151 /-/- L 1868 /-/-/9 /2 /- Wind reactions based on MWFRS V Brg Wid = 5.5 Min Req =1.9 W Brg Wid = 7.3 Min Req =5.4 L Brg Wid = 5.5 Min Req =1.5 Bearings V, Q, & 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 296 -6283 B - C 309 -6303 C - D 383 -2587 D - E 386 -2582 E - F 444 -18 F - G 3463 0 Chords Tens.Comp. G - H 3550 0 H - I 2110 -2 I - J 2090 0 J - K 404 -994 K - L 2 -1563 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 5902 -275 U - T 3353 -344 T - S 618 -397 S - R 618 -397 R - Q 0 -1687 Chords Tens.Comp. Q - P 0 -2893 P - O 175 -1566 O - N 175 -1566 N - M 1376 -2 M - L 1464 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - C 3878 0 C - T 4 -2027 T - E 3650 0 E - R 4 -2500 R - F 3643 0 F - Q 0 -4808 Webs Tens.Comp. Q - H 0 -1099 H - P 1762 -1 P - J 5 -946 J - N 1762 0 N - K 3 -837 K - M 808 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: 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: 4.60 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):0.208 U 999 240 VERT(TL):0.361 U 854 240 HORZ(LL):0.044 B - - HORZ(TL):0.077 B - - Creep Factor: 1.5 Max TC CSI:0.300 Max BC CSI:0.437 Max Web CSI:0.896 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:B01G Ply: 3 Qty:1 SEQN:88269 COMN FROM: Cust: R 7064 JRef:1XGL70640001 T9 DrwNo:172.22.0855.56060 /BM 06/21/2022 3 Complete Trusses Required W1 W2 W4 W6 W7 W9 W11 W12W13 W14 25'7"14 20'4"2 6'6"6 6'6"6 12'0"4 5'5"14 13'2"8 1'2"4 17'6"2 4'3"10 23' 5'5"14 25'9"12 2'9"12 28'4"3 2'6"7 32'9"8 4'5"5 33'11"12 1'2"4 39'5"10 5'5"14 46' 6'6"6 8'1"12 8'1"12 14'0"3 5'10"7 16' 1'11"13 19'10"9 3'10"9 25'9"12 5'11"3 31'11"13 6'2"1 34' 2'0"3 37'10"4 3'10"4 39'9"12 1'11"8 46' 6'2"4 7"28'3"2(a) (a) A B C D E F G H I J K L MNOPQRSTUVW 4 12 4X10(A1) 2X3 8X8 8X8 5X7 6X12 5X7 10X12 5X12 6X12 8X12 3X4 6X8 5X7 5X7 5X5 5X8 6X6 4X5 4X5 4X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x6 SP 2700f-2.2E; Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x4 SPF Stud; W1,W2 2x6 SP 2700f-2.2E; W4, W6,W 12 2x4 SPF #1/#2; W7 2x4 SPF 1650f-1.5E; W 9, W11,W 13,W 14 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" 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 row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 42 plf at 0.00 to 42 plf at 46.00 BC: From 10 plf at 0.00 to 10 plf at 46.00 BC: 8083 lb Conc. Load at 8.15 BC: 955 lb Conc. Load at 9.74,11.34,12.94,14.54 16.14,17.74,19.34,20.94,22.54 BC: 555 lb Conc. Load at 24.14,27.33,28.93,30.53 32.13,33.73,35.33,36.93,38.53 BC: 2723 lb Conc. Load at 39.81 Wind Wind loads and reactions based on MWFRS. Additional Notes Negative reaction(s) of -256# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. WARNING: Furnish a copy of this DW G to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. The maximum concentrated load is 8083# * To transfer concentrated loads equally to each ply: Apply (#S) Simpson SDS 0.25"x4.5" or equivalent screw cluster at location shown under Special Loads. The number of screws (#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) can substitute for this connection. If top chord point loads are equally distributed over all 3 plys no additional screws are required. *15S *2S *5S *2S Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 6739 /-256 /-/78 /-/- W 19620 /-/-/151 /-/- L 1868 /-/-/9 /2 /- Wind reactions based on MWFRS V Brg Wid = 5.5 Min Req =1.9 W Brg Wid = 7.3 Min Req =5.4 L Brg Wid = 5.5 Min Req =1.5 Bearings V, Q, & 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 296 -6283 B - C 309 -6303 C - D 383 -2587 D - E 386 -2582 E - F 444 -18 F - G 3463 0 Chords Tens.Comp. G - H 3550 0 H - I 2110 -2 I - J 2090 0 J - K 404 -994 K - L 2 -1563 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 5902 -275 U - T 3353 -344 T - S 618 -397 S - R 618 -397 R - Q 0 -1687 Chords Tens.Comp. Q - P 0 -2893 P - O 175 -1566 O - N 175 -1566 N - M 1376 -2 M - L 1464 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - C 3878 0 C - T 4 -2027 T - E 3650 0 E - R 4 -2500 R - F 3643 0 F - Q 0 -4808 Webs Tens.Comp. Q - H 0 -1099 H - P 1762 -1 P - J 5 -946 J - N 1762 0 N - K 3 -837 K - M 808 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: 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: 4.60 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):0.208 U 999 240 VERT(TL):0.361 U 854 240 HORZ(LL):0.044 B - - HORZ(TL):0.077 B - - Creep Factor: 1.5 Max TC CSI:0.300 Max BC CSI:0.437 Max Web CSI:0.896 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:B01G Ply: 3 Qty:1 SEQN:88269 COMN FROM: Cust: R 7064 JRef:1XGL70640001 T9 DrwNo:172.22.0855.56060 /BM 06/21/2022 3 Complete Trusses Required W1 W2 W4 W6 W7 W9 W11 W12W13 W14 25'7"14 20'4"2 6'6"6 6'6"6 12'0"4 5'5"14 13'2"8 1'2"4 17'6"2 4'3"10 23' 5'5"14 25'9"12 2'9"12 28'4"3 2'6"7 32'9"8 4'5"5 33'11"12 1'2"4 39'5"10 5'5"14 46' 6'6"6 8'1"12 8'1"12 14'0"3 5'10"7 16' 1'11"13 19'10"9 3'10"9 25'9"12 5'11"3 31'11"13 6'2"1 34' 2'0"3 37'10"4 3'10"4 39'9"12 1'11"8 46' 6'2"4 7"28'3"2(a) (a) A B C D E F G H I J K L MNOPQRSTUVW 4 12 4X10(A1) 2X3 8X8 8X8 5X7 6X12 5X7 10X12 5X12 6X12 8X12 3X4 6X8 5X7 5X7 5X5 5X8 6X6 4X5 4X5 4X5(A1) 06/21/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T2 2x4 SPF 2100f-1.8E; Bot chord: 2x4 SPF 2100f-1.8E; B2 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3,W11,W13,W15 2x4 SPF Stud; W10 2x6 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 6.75" 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 40 plf at 0.00 to 40 plf at 23.44 BC: From 4 plf at 0.00 to 4 plf at 23.44 BC: 3222 lb Conc. Load at 15.63 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins The TC of this truss shall be braced with attached spans 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 R 1591 /-/-/-/-/- L 2665 /-/-/-/-/- R Brg Wid = 5.5 Min Req =1.5 L Brg Wid = 3.5 Min Req =1.5 Bearings R & 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 -3125 C - D 0 -3125 D - E 0 -5741 E - F 0 -5742 Chords Tens.Comp. F - G 0 -5742 G - H 0 -8040 H - I 0 -5727 I - J 0 -2994 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1670 0 Q - P 4514 0 P - O 7000 0 Chords Tens.Comp. O - N 7654 0 N - M 5515 0 M - L 2775 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 0 -1827 B - Q 1616 0 Q - D 0 -1542 D - P 1374 0 P - G 74 -1371 G - O 1127 -136 Webs Tens.Comp. O - H 1025 0 H - N 0 -2142 N - I 1163 0 I - M 0 -2802 M - J 1205 0 J - L 0 -3032 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.150 G 999 240 VERT(TL):1.131 G 248 240 HORZ(LL):0.020 A - - HORZ(TL):0.151 A - - Creep Factor: 1.5 Max TC CSI:0.879 Max BC CSI:0.842 Max Web CSI:0.952 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:W01 Ply: 2 Qty:1 SEQN:126495 FLAT FROM: Cust: R 7064 JRef:1XGL70640001 T32 DrwNo:172.22.0856.52630 /BM 06/21/2022 2 Complete Trusses Required T2 B2 W3 W10 W11 W13 W15 23'5"4 2'8"4 2'8"4 5'2"4 2'6" 7'8"4 2'6" 10'1"4 2'5" 11'5"4 1'4" 12'8"4 1'3" 15'10"4 3'2" 18'6"1 2'7"13 21'0"7 2'6"5 23'5"4 2'4"13 5'2"4 5'2"4 10' 4'9"12 15'4"12 5'4"12 18'1"9 2'8"13 20'6"15 2'5"5 23'0"4 2'5"5 23'5"4 5"1'6"A B C D E F G H I J K LMNOPQR 3X7 5X7 5X10 5X7 H0715 3X7 4X7 5X7 5X8 6X6 6X8 8X8 8X8 3X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 SPF 1650f-1.5E; T2 2x4 SPF 2100f-1.8E; Bot chord: 2x4 SPF 2100f-1.8E; B2 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3,W11,W13,W15 2x4 SPF Stud; W10 2x6 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 6.75" 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 40 plf at 0.00 to 40 plf at 23.44 BC: From 4 plf at 0.00 to 4 plf at 23.44 BC: 3222 lb Conc. Load at 15.63 Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins The TC of this truss shall be braced with attached spans 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 R 1591 /-/-/-/-/- L 2665 /-/-/-/-/- R Brg Wid = 5.5 Min Req =1.5 L Brg Wid = 3.5 Min Req =1.5 Bearings R & 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 -3125 C - D 0 -3125 D - E 0 -5741 E - F 0 -5742 Chords Tens.Comp. F - G 0 -5742 G - H 0 -8040 H - I 0 -5727 I - J 0 -2994 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1670 0 Q - P 4514 0 P - O 7000 0 Chords Tens.Comp. O - N 7654 0 N - M 5515 0 M - L 2775 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 0 -1827 B - Q 1616 0 Q - D 0 -1542 D - P 1374 0 P - G 74 -1371 G - O 1127 -136 Webs Tens.Comp. O - H 1025 0 H - N 0 -2142 N - I 1163 0 I - M 0 -2802 M - J 1205 0 J - L 0 -3032 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.150 G 999 240 VERT(TL):1.131 G 248 240 HORZ(LL):0.020 A - - HORZ(TL):0.151 A - - Creep Factor: 1.5 Max TC CSI:0.879 Max BC CSI:0.842 Max Web CSI:0.952 VIEW Ver: 20.02.01A.1209.11 Job Number:9088 Jamestown SC (Beamrao) Truss Label:W01 Ply: 2 Qty:1 SEQN:126495 FLAT FROM: Cust: R 7064 JRef:1XGL70640001 T32 DrwNo:172.22.0856.52630 /BM 06/21/2022 2 Complete Trusses Required T2 B2 W3 W10 W11 W13 W15 23'5"4 2'8"4 2'8"4 5'2"4 2'6" 7'8"4 2'6" 10'1"4 2'5" 11'5"4 1'4" 12'8"4 1'3" 15'10"4 3'2" 18'6"1 2'7"13 21'0"7 2'6"5 23'5"4 2'4"13 5'2"4 5'2"4 10' 4'9"12 15'4"12 5'4"12 18'1"9 2'8"13 20'6"15 2'5"5 23'0"4 2'5"5 23'5"4 5"1'6"A B C D E F G H I J K LMNOPQR 3X7 5X7 5X10 5X7 H0715 3X7 4X7 5X7 5X8 6X6 6X8 8X8 8X8 3X10 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ 06/21/2022 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 North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 - 3 4" 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 North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.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" OF CENTERLINE. 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 IN ACCORDANCE 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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 1 1 BDETAIL 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 APPLY ELEVATION 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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHOR BOLTS (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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 ANCHOR BOLTS (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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 23 4" 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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 1 2"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 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 48" ** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR 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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 4 Plymouth, MN 55441 Tel 612-708-3572 www.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 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 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 18551 Hidden Way, Lakeville Date 04/22/2022 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 bedr ooms 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 ________180_________ Amount Continuous _______90________ 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) 4207 (including unfinished basements) Estimated House Infiltration (cfm): [1ax 1b] 631.05 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) 631.05 Makeup Air Quality (cfm): [3a-3b] -368.05 (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. 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: 60,000 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.4/22/2022 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+) 0.28 Building envelope air tightness: Lakeville18551 Hidden Way 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 0.22 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 DX13SN030 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 60,890 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): 18,120Residential Load Calculation SEER /EER 24,760 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: 2.5 Builders Associaton of Minnesota version 101014