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HomeMy WebLinkAboutLA184813 - 19949 Hamburg Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION · · · · · · · · · MODEL HOME SAN FRAN LOFT FRONT ELEVATION 'ST' 01 Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 10/08/2020dmathews · MODEL HOME SAN FRAN LOFT ELEVATIONS 02 Secure door closed until deck is constructed with a separate permit. 03 · · · · · · MODEL HOME SAN FRAN LOFT FOUNDATION 03 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 04 · · · · · MODEL HOME SAN FRAN LOFT FIRST FLOOR 04 PFH PFH PFHPFH 24 CS-WSP CS-WSP CS-WSP BWP Above 8 8 8 CS-WSP CS-WSP CS-WSP BWPs Above 8' GB · · MODEL HOME SAN FRAN LOFT SECOND FLOOR 05 Temper if within 60" of floor since within 60" of shower. -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 8 · · · · MODEL HOME SAN FRAN LOFT CROSS SECTION 'A' 06 · · · · · MODEL HOME SAN FRAN LOFT CROSS SECTION 'B' 07 MODEL HOME SAN FRAN LOFT DETAILS 08 MODEL HOME SAN FRAN LOFT PORTAL FRAME 09 Alpine, an ITW Company 2820 N. Great Southwest Parkway Grand Prarie, TX 75050 www.alpineitw.com Site Information:Page 1: Customer: Emmerich Wood Products, Inc.Job Number: 8586 Job Description: San Fran Loft Address: 19949 Hamburg Ave, Lakeville, MN 55044 Job Engineering Criteria: Design Code: MN IRC 2015 IntelliVIEW Version: 19.02.02B through 20.01.01 JRef #: 1WYS70640002 Wind Standard: ASCE 7-10 Wind Speed (mph): 115 Roof Load (psf): 35.00- 7.00- 0.00-10.00 Building Type: Closed Floor Load (psf): 40.00-10.00- 0.00- 5.00 This package contains general notes pages, 58 truss drawing(s) and 9 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 262.20.1818.05607 FA01 2 262.20.1818.00833 FA02 3 262.20.1818.04250 FA03 4 262.20.1818.02066 FA04 5 262.20.1818.03158 FA05 6 262.20.1818.01504 FA06 7 262.20.1818.02783 FA07 8 262.20.1818.06340 FA08 9 265.20.0703.14100 FB01 10 262.20.1818.03875 FB02 11 262.20.1818.01411 FB03 12 262.20.1818.03657 FB04 13 262.20.1818.03283 FB05 14 262.20.1818.05638 FB06 15 262.20.1818.05373 FB07 16 262.20.1818.05716 FB08 17 262.20.1818.00974 FB09 18 262.20.1818.03095 FB10 19 262.20.1818.02503 FB11 20 262.20.1818.03516 FB12 21 262.20.1818.02924 FB13 22 262.20.1818.02846 FB14 23 262.20.1818.00818 A01 24 265.20.0620.09380 B01 25 265.20.0650.38987 B02 26 265.20.0651.01950 B03 27 265.20.0651.13597 C01 28 262.20.1818.04156 D01 29 262.20.1818.06621 D02 30 265.20.0651.18500 D03 31 262.20.1818.04624 E01 32 262.20.1818.05232 F01 33 262.20.1818.02409 F02 34 262.20.1818.06418 G01 35 262.20.1818.06028 G02 36 262.20.1818.05747 G03 37 262.20.1818.01941 G04 38 262.20.1818.04390 G05 39 262.20.1818.06168 G06 40 262.20.1818.04078 G07 41 262.20.1818.02549 H01 42 262.20.1818.02300 H02 43 262.20.1818.06513 I01 44 262.20.1818.05076 I02 45 262.20.1818.04983 I03 46 265.20.0703.49197 J01 47 265.20.0703.52513 J02 48 265.20.0704.51380 J03 49 262.20.1818.05950 V01 50 262.20.1818.01972 V02 51 262.20.1818.03423 V03 52 262.20.1818.06090 V04 Printed 9/21/2020 7:05:15 AM 09/21/2020 Alpine, an ITW Company 2820 N. Great Southwest Parkway Grand Prarie, TX 75050 www.alpineitw.com Site Information:Page 2: Customer: Emmerich Wood Products, Inc.Job Number: 8586 Job Description: San Fran Loft Address: 19949 Hamburg Ave, Lakeville, MN 55044 Item Drawing Number Truss Item Drawing Number Truss 53 262.20.1818.02705 V05 54 262.20.1818.01334 V06 55 265.20.0705.01363 V07 56 265.20.0705.04043 V08 57 265.20.0705.07507 V09 58 265.20.0705.13447 V10 59 160TL 60 A11515ENC101014 61 A11530ENC101014 62 BRCLBSUB0119 63 DEFLCAMB1014 64 GABRST101014 65 GBLLETIN0118 66 STRBRIBR1014 67 VAL160101014 Printed 9/21/2020 7:05:15 AM 09/21/2020 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 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 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.: 514 Earth City Expressway, Suite 242, Earth City, MO 63045; 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.sbcindustry.com. Page 3 of 3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.76" DL: 0.43". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. ** Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1130 /-/-/-/-/- O 1130 /-/-/-/-/- W Brg Width = 5.0 Min Req =1.5 O Brg Width = 5.0 Min Req =1.5 Bearings W & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3312 C - D 0 -3312 D - E 0 -4991 E - F 0 -4991 F - G 0 -4991 Chords Tens.Comp. G - H 0 -5079 H - I 0 -5079 I - J 0 -3571 J - K 0 -3571 K - L 0 -509 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. W -V 1861 0V - U 1861 0 U - T 4339 0 T - S 5221 0 Chords Tens.Comp. S - R 4510 0R - Q 2204 0 Q - P 2204 0 P - O 418 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. W -B 0 -2125 B - U 1656 0 U - D 0 -1171 D - T 745 0 S - I 649 0 Webs Tens.Comp. I - R 0 -1072 R - K 1560 0 K - P 0 -1946 P - L 999 0 L - O 0 -1272 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: NAKzt: 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):0.791 G 387 360 VERT(TL):1.237 G 247 240 HORZ(LL):0.101 B - - HORZ(TL):0.158 B - - Creep Factor: 1.5 Max TC CSI:0.936 Max BC CSI:0.986 Max Web CSI:0.819 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA01 Ply: 1 Qty:16 SEQN:26775 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T1 DrwNo:262.20.1818.05607 /GO 09/18/2020 3"8 25'11" 3" 2'5"4 2'6"(TYP)2'6"12 5" 3"1'6"++ A B C D E F G H I J K L M OPQRSTUVW 1.5X3 4X10 6X12 W=3X8 4X14 4X7 3X8 W=3X73X4 3X7 3X7 4X12 W=3X8 4X12 6X8 3X5 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.76" DL: 0.43". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. ** Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1130 /-/-/-/-/- O 1130 /-/-/-/-/- W Brg Width = 5.0 Min Req =1.5 O Brg Width = 5.0 Min Req =1.5 Bearings W & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3312 C - D 0 -3312 D - E 0 -4991 E - F 0 -4991 F - G 0 -4991 Chords Tens.Comp. G - H 0 -5079 H - I 0 -5079 I - J 0 -3571 J - K 0 -3571 K - L 0 -509 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. W -V 1861 0V - U 1861 0 U - T 4339 0 T - S 5221 0 Chords Tens.Comp. S - R 4510 0R - Q 2204 0 Q - P 2204 0 P - O 418 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. W -B 0 -2125 B - U 1656 0 U - D 0 -1171 D - T 745 0 S - I 649 0 Webs Tens.Comp. I - R 0 -1072 R - K 1560 0 K - P 0 -1946 P - L 999 0 L - O 0 -1272 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: NAKzt: 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):0.791 G 387 360 VERT(TL):1.237 G 247 240 HORZ(LL):0.101 B - - HORZ(TL):0.158 B - - Creep Factor: 1.5 Max TC CSI:0.936 Max BC CSI:0.986 Max Web CSI:0.819 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA01 Ply: 1 Qty:16 SEQN:26775 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T1 DrwNo:262.20.1818.05607 /GO 09/18/2020 3"8 25'11" 3" 2'5"4 2'6"(TYP)2'6"12 5" 3"1'6"++ A B C D E F G H I J K L M OPQRSTUVW 1.5X3 4X10 6X12 W=3X8 4X14 4X7 3X8 W=3X73X4 3X7 3X7 4X12 W=3X8 4X12 6X8 3X5 4X5 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; W2 4x2 SPF #1/#2; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.76" DL: 0.43". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. ** Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1126 /-/-/-/-/- P 1125 /-/-/-/-/- A Brg Width = 2.7 Min Req =1.5 P Brg Width = 5.0 Min Req =1.5 Bearings A & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1715 C - D 0 -3228 D - E 0 -3228 E - F 0 -4936 F - G 0 -4936 G - H 0 -4936 Chords Tens.Comp. H - I 0 -5039 I - J 0 -5039 J - K 0 -3551 K - L 0 -3551 L - M 0 -507 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. X - W 1764 0 W -V 1764 0 V - U 4270 0 U - T 5174 0 Chords Tens.Comp. T - S 4481 0 S - R 2193 0 R - Q 2193 0 Q - P 417 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - X 2033 0 X - C 0 -1069 C - V 1661 0 V - E 0 -1189 E - U 761 0 T - J 638 0 Webs Tens.Comp. J - S 0 -1061 S - L 1550 0 L - Q 0 -1936 Q - M 994 0 M - P 0 -1267 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: NAKzt: 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):0.782 H 390 360 VERT(TL):1.221 H 249 240 HORZ(LL):-0.098 M - - HORZ(TL):-0.152 M - - Creep Factor: 1.5 Max TC CSI:0.924 Max BC CSI:0.973 Max Web CSI:0.822 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA02 Ply: 1 Qty:3 SEQN:29749 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T7 / DrwNo:262.20.1818.00833 /GO 09/18/2020 W2 3"8 25'8"12 4"12 2'0"8 2'6"12 2'6"(TYP)2'6"12 5" 3"1'3"3"1'6"AB C D E F G H I J K L M N PQRSTUVWXY 7X8 5X8 4X14 W=3X84X14 4X7 3X8 W=3X73X4 3X7 3X7 4X12 W=3X8 4X12 6X8 3X5 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; W2 4x2 SPF #1/#2; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.76" DL: 0.43". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. ** Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1126 /-/-/-/-/- P 1125 /-/-/-/-/- A Brg Width = 2.7 Min Req =1.5 P Brg Width = 5.0 Min Req =1.5 Bearings A & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1715 C - D 0 -3228 D - E 0 -3228 E - F 0 -4936 F - G 0 -4936 G - H 0 -4936 Chords Tens.Comp. H - I 0 -5039 I - J 0 -5039 J - K 0 -3551 K - L 0 -3551 L - M 0 -507 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. X - W 1764 0 W -V 1764 0 V - U 4270 0 U - T 5174 0 Chords Tens.Comp. T - S 4481 0 S - R 2193 0 R - Q 2193 0 Q - P 417 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - X 2033 0 X - C 0 -1069 C - V 1661 0 V - E 0 -1189 E - U 761 0 T - J 638 0 Webs Tens.Comp. J - S 0 -1061 S - L 1550 0 L - Q 0 -1936 Q - M 994 0 M - P 0 -1267 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: NAKzt: 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):0.782 H 390 360 VERT(TL):1.221 H 249 240 HORZ(LL):-0.098 M - - HORZ(TL):-0.152 M - - Creep Factor: 1.5 Max TC CSI:0.924 Max BC CSI:0.973 Max Web CSI:0.822 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA02 Ply: 1 Qty:3 SEQN:29749 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T7 / DrwNo:262.20.1818.00833 /GO 09/18/2020 W2 3"8 25'8"12 4"12 2'0"8 2'6"12 2'6"(TYP)2'6"12 5" 3"1'3"3"1'6"AB C D E F G H I J K L M N PQRSTUVWXY 7X8 5X8 4X14 W=3X84X14 4X7 3X8 W=3X73X4 3X7 3X7 4X12 W=3X8 4X12 6X8 3X5 4X5 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 688 /-/-/-/-/- I 692 /-/-/-/-/- A Brg Width = 2.7 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -984 C - D 0 -1681 D - E 0 -1681 E - F 0 -1796 Chords Tens.Comp. F - G 0 -1796 G - H 0 -751 H - I 0 -757 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 1011 0 N - M 1923 0 Chords Tens.Comp. M - L 1240 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - O 1166 0O - C 0 -609 C - N 760 0 Webs Tens.Comp. M - G 635 0G - L 0 -682 L - I 1021 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: 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):0.157 E 999 360 VERT(TL):0.244 E 760 240 HORZ(LL):-0.022 H - - HORZ(TL):-0.033 H - - Creep Factor: 1.5 Max TC CSI:0.419 Max BC CSI:0.594 Max Web CSI:0.577 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA03 Ply: 1 Qty:2 SEQN:29758 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T8 / DrwNo:262.20.1818.04250 /GO 09/18/2020 15'9" 4"12 2'0"8 2'6"12 2'6" (TYP) 1'5"12 1'5"4 4" 15'1"12 15'1"12 3"4 4"1'3"3"1'6"AB C D E F G H I J KLMNOP2X3 6X6 4X6 4X8 2X3 4X8 3X4 2X3 3X7 4X5 4X8 3X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 688 /-/-/-/-/- I 692 /-/-/-/-/- A Brg Width = 2.7 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -984 C - D 0 -1681 D - E 0 -1681 E - F 0 -1796 Chords Tens.Comp. F - G 0 -1796 G - H 0 -751 H - I 0 -757 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 1011 0 N - M 1923 0 Chords Tens.Comp. M - L 1240 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - O 1166 0O - C 0 -609 C - N 760 0 Webs Tens.Comp. M - G 635 0G - L 0 -682 L - I 1021 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: 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):0.157 E 999 360 VERT(TL):0.244 E 760 240 HORZ(LL):-0.022 H - - HORZ(TL):-0.033 H - - Creep Factor: 1.5 Max TC CSI:0.419 Max BC CSI:0.594 Max Web CSI:0.577 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA03 Ply: 1 Qty:2 SEQN:29758 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T8 / DrwNo:262.20.1818.04250 /GO 09/18/2020 15'9" 4"12 2'0"8 2'6"12 2'6" (TYP) 1'5"12 1'5"4 4" 15'1"12 15'1"12 3"4 4"1'3"3"1'6"AB C D E F G H I J KLMNOP2X3 6X6 4X6 4X8 2X3 4X8 3X4 2X3 3X7 4X5 4X8 3X4 6X6 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 783 /-/-/-/-/- J 787 /-/-/-/-/- A Brg Width = 2.7 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings A & 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 -1142 C - D 0 -2017 D - E 0 -2017 E - F 0 -2481 Chords Tens.Comp. F - G 0 -2481 G - H 0 -1335 H - I 0 -1335 I - J 0 -796 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 1174 0 P - O 2434 0 Chords Tens.Comp. O - N 2095 0 N - M 834 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - Q 1354 0Q - C 0 -709 C - P 957 0 P - E 0 -476 O - G 439 0 Webs Tens.Comp. G - N 0 -868N - I 778 0 I - M 0 -778 M - J 1125 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: No FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.236 F 898 360 VERT(TL):0.367 F 577 240 HORZ(LL):-0.032 I - - HORZ(TL):-0.049 I - - Creep Factor: 1.5 Max TC CSI:0.477 Max BC CSI:0.725 Max Web CSI:0.670 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA04 Ply: 1 Qty:3 SEQN:29756 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T29 / DrwNo:262.20.1818.02066 /GO 09/18/2020 17'11" 4"12 2'0"8 2'6"12 2'6"(TYP) 1'1"14 1'5"2 4" 17'3"12 17'3"12 3"4 4"1'3"3"1'6"AB C D E F G H I J K LMNOPQR2X3 6X6 4X6 4X8 2X3 4X8 3X4 2X3 3X7 4X5 2X3 4X7 4X7 4X6 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 783 /-/-/-/-/- J 787 /-/-/-/-/- A Brg Width = 2.7 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings A & 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 -1142 C - D 0 -2017 D - E 0 -2017 E - F 0 -2481 Chords Tens.Comp. F - G 0 -2481 G - H 0 -1335 H - I 0 -1335 I - J 0 -796 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 1174 0 P - O 2434 0 Chords Tens.Comp. O - N 2095 0 N - M 834 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - Q 1354 0Q - C 0 -709 C - P 957 0 P - E 0 -476 O - G 439 0 Webs Tens.Comp. G - N 0 -868N - I 778 0 I - M 0 -778 M - J 1125 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: No FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.236 F 898 360 VERT(TL):0.367 F 577 240 HORZ(LL):-0.032 I - - HORZ(TL):-0.049 I - - Creep Factor: 1.5 Max TC CSI:0.477 Max BC CSI:0.725 Max Web CSI:0.670 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA04 Ply: 1 Qty:3 SEQN:29756 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T29 / DrwNo:262.20.1818.02066 /GO 09/18/2020 17'11" 4"12 2'0"8 2'6"12 2'6"(TYP) 1'1"14 1'5"2 4" 17'3"12 17'3"12 3"4 4"1'3"3"1'6"AB C D E F G H I J K LMNOPQR2X3 6X6 4X6 4X8 2X3 4X8 3X4 2X3 3X7 4X5 2X3 4X7 4X7 4X6 6X6 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 763 /-/-/-/-/- K 763 /-/-/-/-/- P Brg Width = 5.0 Min Req =1.5 K Brg Width = 5.0 Min Req =1.5 Bearings P & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -881 C - D 0 -2278 D - E 0 -2278 Chords Tens.Comp. E - F 0 -2098 F - G 0 -2098 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. P - O 834 0 O - N 1755 0 Chords Tens.Comp. N - M 2373 0 M - L 1396 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. P - B 0 -1098 B - O 528 0O - C 0 -1003 C - N 597 0 Webs Tens.Comp. M - G 802 0 G - L 0 -1206L - H 634 0 H - K 0 -877 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: NAKzt: 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):0.211 E 978 360 VERT(TL):0.330 E 625 240 HORZ(LL):0.034 K - - HORZ(TL):0.054 K - - Creep Factor: 1.5 Max TC CSI:0.280 Max BC CSI:0.696 Max Web CSI:0.397 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA05 Ply: 1 Qty:4 SEQN:29760 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T10 / DrwNo:262.20.1818.03158 /GO 09/18/2020 3"8 17'7" 3" 1'6"8 2'6"12 2'6" (TYP) 2'6"12 5" 3"1'6"A B C D E F G H I KLMNOP 1.5X3 4X6 4X5 4X5 3X7 3X7 3X4 3X10 4X7 5X5 3X4 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 763 /-/-/-/-/- K 763 /-/-/-/-/- P Brg Width = 5.0 Min Req =1.5 K Brg Width = 5.0 Min Req =1.5 Bearings P & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -881 C - D 0 -2278 D - E 0 -2278 Chords Tens.Comp. E - F 0 -2098 F - G 0 -2098 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. P - O 834 0 O - N 1755 0 Chords Tens.Comp. N - M 2373 0 M - L 1396 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. P - B 0 -1098 B - O 528 0O - C 0 -1003 C - N 597 0 Webs Tens.Comp. M - G 802 0 G - L 0 -1206L - H 634 0 H - K 0 -877 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: NAKzt: 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):0.211 E 978 360 VERT(TL):0.330 E 625 240 HORZ(LL):0.034 K - - HORZ(TL):0.054 K - - Creep Factor: 1.5 Max TC CSI:0.280 Max BC CSI:0.696 Max Web CSI:0.397 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA05 Ply: 1 Qty:4 SEQN:29760 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T10 / DrwNo:262.20.1818.03158 /GO 09/18/2020 3"8 17'7" 3" 1'6"8 2'6"12 2'6" (TYP) 2'6"12 5" 3"1'6"A B C D E F G H I KLMNOP 1.5X3 4X6 4X5 4X5 3X7 3X7 3X4 3X10 4X7 5X5 3X4 4X5 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 178 /-/-/-/-/- C 179 /-/-/-/-/- G Brg Width = 5.0 Min Req =1.5 C Brg Width = 2.5 Min Req =1.5 Bearings G & C are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: 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):0.007 E 999 360 VERT(TL):0.011 E 999 240 HORZ(LL):0.000 F - - HORZ(TL):0.001 F - - Creep Factor: 1.5 Max TC CSI:0.246 Max BC CSI:0.082 Max Web CSI:0.107 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA06 Ply: 1 Qty:8 SEQN:29762 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T11 / DrwNo:262.20.1818.01504 /GO 09/18/2020 3"8 4'2"4 3"2'6"1'2"4 3" 3'11"4 3'11"4 3"1'6"1'3"3" A B C D EFG 1.5X31.5X3 3X5 3X4 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 178 /-/-/-/-/- C 179 /-/-/-/-/- G Brg Width = 5.0 Min Req =1.5 C Brg Width = 2.5 Min Req =1.5 Bearings G & C are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: 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):0.007 E 999 360 VERT(TL):0.011 E 999 240 HORZ(LL):0.000 F - - HORZ(TL):0.001 F - - Creep Factor: 1.5 Max TC CSI:0.246 Max BC CSI:0.082 Max Web CSI:0.107 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA06 Ply: 1 Qty:8 SEQN:29762 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T11 / DrwNo:262.20.1818.01504 /GO 09/18/2020 3"8 4'2"4 3"2'6"1'2"4 3" 3'11"4 3'11"4 3"1'6"1'3"3" A B C D EFG 1.5X31.5X3 3X5 3X4 3X4 4X4 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q*83 /-/-/-/-/- J 64 /-/-/-/-/- Q Brg Width = 114 Min Req =- J Brg Width = 5.0 Min Req =1.5 Bearings Q & J 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: NAKzt: 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 H 999 360 VERT(TL):0.001 H 999 240 HORZ(LL):-0.000 H - - HORZ(TL):-0.001 H - - Creep Factor: 1.5 Max TC CSI:0.095 Max BC CSI:0.020 Max Web CSI:0.035 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA07 Ply: 1 Qty:1 SEQN:29764 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T47 / DrwNo:262.20.1818.02783 /GO 09/18/2020 3"8 9'11"12 1'5" 1'4" (TYP)1'6"A H JQ 1.5X3 2X3 2X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q*83 /-/-/-/-/- J 64 /-/-/-/-/- Q Brg Width = 114 Min Req =- J Brg Width = 5.0 Min Req =1.5 Bearings Q & J 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: NAKzt: 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 H 999 360 VERT(TL):0.001 H 999 240 HORZ(LL):-0.000 H - - HORZ(TL):-0.001 H - - Creep Factor: 1.5 Max TC CSI:0.095 Max BC CSI:0.020 Max Web CSI:0.035 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA07 Ply: 1 Qty:1 SEQN:29764 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T47 / DrwNo:262.20.1818.02783 /GO 09/18/2020 3"8 9'11"12 1'5" 1'4" (TYP)1'6"A H JQ 1.5X3 2X3 2X3 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O*85 /-/-/-/-/- I 37 /-/-/-/-/- O Brg Width = 86.3 Min Req =- I Brg Width = 5.0 Min Req =1.5 Bearings O & I 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: NAKzt: 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 G 999 360 VERT(TL):0.000 G 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.055 Max BC CSI:0.013 Max Web CSI:0.028 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA08 Ply: 1 Qty:1 SEQN:29766 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T55 / DrwNo:262.20.1818.06340 /GO 09/18/2020 3"8 2"8 7'7"4 1'2"10 1'4" (TYP) 7'9"121'6"A G IO 1.5X3 2X3 2X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O*85 /-/-/-/-/- I 37 /-/-/-/-/- O Brg Width = 86.3 Min Req =- I Brg Width = 5.0 Min Req =1.5 Bearings O & I 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: NAKzt: 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 G 999 360 VERT(TL):0.000 G 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 1.5 Max TC CSI:0.055 Max BC CSI:0.013 Max Web CSI:0.028 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FA08 Ply: 1 Qty:1 SEQN:29766 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T55 / DrwNo:262.20.1818.06340 /GO 09/18/2020 3"8 2"8 7'7"4 1'2"10 1'4" (TYP) 7'9"121'6"A G IO 1.5X3 2X3 2X3 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.13 to 80 plf at 27.79 BC: From 8 plf at 0.00 to 8 plf at 27.79TC: 431 lb Conc. Load at 27.79 Plating Notes All plates are 2X3 except as noted. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. R=135 lbs.R(-)= -87 lbs.R=105 lbs.R(-)= -74 lbs. R=948 lbs. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AP*110 /-/-/-/-/- AP Brg Width = 311 Min Req =- Bearing AP is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. R - S 626 0 S - T 729 0 Chords Tens.Comp. T - U 729 0 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Y - X 0 -651 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. R - Y 0 -560 Webs Tens.Comp. X - U 0 -876 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: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.036 U 615 360 VERT(TL):0.074 U 295 240 HORZ(LL):0.009 U - - HORZ(TL):0.018 U - - Creep Factor: 1.5 Max TC CSI:0.515 Max BC CSI:0.158 Max Web CSI:0.247 VIEW Ver: 20.01.01.0616.17 Job Number:8586 San Fran Loft Truss Label:FB01 Ply: 1 Qty:1 SEQN:27620 SY42 FROM: Cust: R7064 JRef:1WYS70640002 T15 DrwNo:265.20.0703.14100 /GO 09/21/2020 3"8 3"8 27'11" 1'5"8 1'4" (TYP) 3"19'11"4 2'6"2'6"12 5"12 1'11"4 3" 3" 1'6"4 1'3"4 20'1"8 18'7"4 27'11" 7'9"8 1'6"A L Q R S T U WXYZAJAP 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3W=3X8 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 W=3X7 1.5X3 1.5X3 1.5X3 1.5X3 3X4 3X4 3X4 3X42X3(**) 4X6(**) 4X4(**)2X3(**) 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.13 to 80 plf at 27.79 BC: From 8 plf at 0.00 to 8 plf at 27.79TC: 431 lb Conc. Load at 27.79 Plating Notes All plates are 2X3 except as noted. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. R=135 lbs.R(-)= -87 lbs.R=105 lbs.R(-)= -74 lbs. R=948 lbs. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AP*110 /-/-/-/-/- AP Brg Width = 311 Min Req =- Bearing AP is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. R - S 626 0 S - T 729 0 Chords Tens.Comp. T - U 729 0 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Y - X 0 -651 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. R - Y 0 -560 Webs Tens.Comp. X - U 0 -876 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: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.036 U 615 360 VERT(TL):0.074 U 295 240 HORZ(LL):0.009 U - - HORZ(TL):0.018 U - - Creep Factor: 1.5 Max TC CSI:0.515 Max BC CSI:0.158 Max Web CSI:0.247 VIEW Ver: 20.01.01.0616.17 Job Number:8586 San Fran Loft Truss Label:FB01 Ply: 1 Qty:1 SEQN:27620 SY42 FROM: Cust: R7064 JRef:1WYS70640002 T15 DrwNo:265.20.0703.14100 /GO 09/21/2020 3"8 3"8 27'11" 1'5"8 1'4" (TYP) 3"19'11"4 2'6"2'6"12 5"12 1'11"4 3" 3" 1'6"4 1'3"4 20'1"8 18'7"4 27'11" 7'9"8 1'6"A L Q R S T U WXYZAJAP 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3W=3X8 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 W=3X7 1.5X3 1.5X3 1.5X3 1.5X3 3X4 3X4 3X4 3X42X3(**) 4X6(**) 4X4(**)2X3(**) 2X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additionalconcentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 2-0-0 roof spans with 1-6-0overhang. 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 X 1117 /-/-/-/-/- Q 1777 /-/-/-/-/- X Brg Width = 5.0 Min Req =1.5 Q Brg Width = 5.5 Min Req =1.5 Bearings X & Q 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 -3228 C - D 0 -3228 D - E 0 -4824 E - F 0 -4824 F - G 0 -4828 G - H 0 -4828 Chords Tens.Comp. H - I 0 -4828 I - J 0 -3238 J - K 0 -3238 K - L 611 -192 L - M 727 0 M - N 727 0 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. X - W 1819 0 W -V 4213 0 V - U 4213 0 U - T 5012 0 Chords Tens.Comp. T - S 4218 0 S - R 1828 -92 R - Q 147 -638 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - B 0 -2077 B - W 1608 0 W -D 0 -1124 D - U 698 0 T - I 736 0 I - S 0 -1159 Webs Tens.Comp. S - K 1649 0 K - R 0 -2024 R - L 956 0 L - Q 0 -1144 Q - N 0 -874 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: NAKzt: 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):0.687 F 446 360 VERT(TL):1.237 F 247 240 HORZ(LL):0.089 B - - HORZ(TL):0.159 B - - Creep Factor: 1.5 Max TC CSI:0.859 Max BC CSI:0.948 Max Web CSI:0.801 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB02 Ply: 1 Qty:8 SEQN:29770 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T16 DrwNo:262.20.1818.03875 /GO 09/18/2020 3"8 3"8 25'11"8 1'11"8 3" 2'5"4 2'6"(TYP)2'6"12 5"12 1'11"4 3" 27'11"1'6"++ A B C D E F G H I J K L M N PQRSTUVWX 1.5X3 4X10 6X12 4X14 3X8 W=H0312(I)3X8 3X4 W=3X7 3X8 3X8 4X14 4X12 6X8 3X5 4X7 3X51.5X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additionalconcentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 2-0-0 roof spans with 1-6-0overhang. 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 X 1117 /-/-/-/-/- Q 1777 /-/-/-/-/- X Brg Width = 5.0 Min Req =1.5 Q Brg Width = 5.5 Min Req =1.5 Bearings X & Q 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 -3228 C - D 0 -3228 D - E 0 -4824 E - F 0 -4824 F - G 0 -4828 G - H 0 -4828 Chords Tens.Comp. H - I 0 -4828 I - J 0 -3238 J - K 0 -3238 K - L 611 -192 L - M 727 0 M - N 727 0 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. X - W 1819 0 W -V 4213 0 V - U 4213 0 U - T 5012 0 Chords Tens.Comp. T - S 4218 0 S - R 1828 -92 R - Q 147 -638 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - B 0 -2077 B - W 1608 0 W -D 0 -1124 D - U 698 0 T - I 736 0 I - S 0 -1159 Webs Tens.Comp. S - K 1649 0 K - R 0 -2024 R - L 956 0 L - Q 0 -1144 Q - N 0 -874 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: NAKzt: 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):0.687 F 446 360 VERT(TL):1.237 F 247 240 HORZ(LL):0.089 B - - HORZ(TL):0.159 B - - Creep Factor: 1.5 Max TC CSI:0.859 Max BC CSI:0.948 Max Web CSI:0.801 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB02 Ply: 1 Qty:8 SEQN:29770 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T16 DrwNo:262.20.1818.03875 /GO 09/18/2020 3"8 3"8 25'11"8 1'11"8 3" 2'5"4 2'6"(TYP)2'6"12 5"12 1'11"4 3" 27'11"1'6"++ A B C D E F G H I J K L M N PQRSTUVWX 1.5X3 4X10 6X12 4X14 3X8 W=H0312(I)3X8 3X4 W=3X7 3X8 3X8 4X14 4X12 6X8 3X5 4X7 3X51.5X3 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. 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 1-6-0overhang. 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 Y 1128 /-/-/-/-/- Q 1667 /-/-/-/-/- Y Brg Width = 5.0 Min Req =1.5 Q Brg Width = 5.5 Min Req =1.5 Bearings Y & Q 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 -3270 C - D 0 -3270 D - E 0 -4908 E - F 0 -4908 F - G 0 -4955 Chords Tens.Comp. G - H 0 -4955 H - I 0 -4955 I - J 0 -3406 J - K 0 -3406 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Y - X 1840 0X - W 1840 0 W -V 4276 0 V - U 5117 0 Chords Tens.Comp. U - T 4366 0T - S 2018 0 S - R 2018 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Y - B 0 -2101 B - W 1632 0 W -D 0 -1148 D - V 722 0 U - I 690 0 I - T 0 -1113 Webs Tens.Comp. T - K 1602 0 K - R 0 -1980 R - L 917 0 L - Q 0 -1106 Q - N 22 -543 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: NAKzt: 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):0.711 F 430 360 VERT(TL):1.257 F 243 240 HORZ(LL):0.091 B - - HORZ(TL):0.161 B - - Creep Factor: 1.5 Max TC CSI:0.899 Max BC CSI:0.967 Max Web CSI:0.808 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB03 Ply: 1 Qty:1 SEQN:29788 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T19 / DrwNo:262.20.1818.01411 /GO 09/18/2020 3"8 3"8 25'11"8 11"8 3" 2'5"4 2'6"(TYP)2'6"12 5"12 11"4 3" 26'11"1'6"A B C D E F G H I J K L M N PQRSTUVWXY 1.5X3 4X10 6X12 W=3X84X14 3X8 3X8 3X4 W=3X7 3X8 3X8 4X14 4X12 W=3X8 6X8 3X5 4X7 3X41.5X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. 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 1-6-0overhang. 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 Y 1128 /-/-/-/-/- Q 1667 /-/-/-/-/- Y Brg Width = 5.0 Min Req =1.5 Q Brg Width = 5.5 Min Req =1.5 Bearings Y & Q 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 -3270 C - D 0 -3270 D - E 0 -4908 E - F 0 -4908 F - G 0 -4955 Chords Tens.Comp. G - H 0 -4955 H - I 0 -4955 I - J 0 -3406 J - K 0 -3406 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Y - X 1840 0X - W 1840 0 W -V 4276 0 V - U 5117 0 Chords Tens.Comp. U - T 4366 0T - S 2018 0 S - R 2018 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Y - B 0 -2101 B - W 1632 0 W -D 0 -1148 D - V 722 0 U - I 690 0 I - T 0 -1113 Webs Tens.Comp. T - K 1602 0 K - R 0 -1980 R - L 917 0 L - Q 0 -1106 Q - N 22 -543 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: NAKzt: 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):0.711 F 430 360 VERT(TL):1.257 F 243 240 HORZ(LL):0.091 B - - HORZ(TL):0.161 B - - Creep Factor: 1.5 Max TC CSI:0.899 Max BC CSI:0.967 Max Web CSI:0.808 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB03 Ply: 1 Qty:1 SEQN:29788 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T19 / DrwNo:262.20.1818.01411 /GO 09/18/2020 3"8 3"8 25'11"8 11"8 3" 2'5"4 2'6"(TYP)2'6"12 5"12 11"4 3" 26'11"1'6"A B C D E F G H I J K L M N PQRSTUVWXY 1.5X3 4X10 6X12 W=3X84X14 3X8 3X8 3X4 W=3X7 3X8 3X8 4X14 4X12 W=3X8 6X8 3X5 4X7 3X41.5X3 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand 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-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additional concentrated load at right end from 8.09' stud wall(13.75 PSF) supporting 6-0-0 roof spans with 1-0-0overhang. 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 A 1113 /-/-/-/-/- R 1752 /-/-/-/-/- A Brg Width = 2.3 Min Req =1.5 R Brg Width = 5.5 Min Req =1.5 Bearings A & R 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 -1674 C - D 0 -3171 D - E 0 -3171 E - F 0 -4836 F - G 0 -4836 G - H 0 -4896 Chords Tens.Comp. H - I 0 -4896 I - J 0 -4896 J - K 0 -3365 K - L 0 -3365 M - N 397 -12 N - O 397 -12 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Z - Y 1722 0 Y - X 1722 0 X - W 4190 0 W -V 5052 0 Chords Tens.Comp. V - U 4316 0 U - T 1985 0 T - S 1985 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - Z 1985 0 Z - C 0 -1045 C - X 1645 0 X - E 0 -1163 E - W 736 0 V - J 685 0 Webs Tens.Comp. J - U 0 -1108 U - L 1598 0 L - S 0 -1976 S - M 917 0 M - R 0 -1104 R - O 20 -650 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: NAKzt: 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):0.699 G 436 360 VERT(TL):1.244 G 245 240 HORZ(LL):-0.085 M - - HORZ(TL):-0.152 M - - Creep Factor: 1.5 Max TC CSI:0.881 Max BC CSI:0.951 Max Web CSI:0.982 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB04 Ply: 1 Qty:3 SEQN:29800 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T53 / DrwNo:262.20.1818.03657 /GO 09/18/2020 B2 3"8 3"8 25'8"12 11"8 4"4 2'0"8 2'6"12 2'6"(TYP)2'6"12 5"12 11"4 3" 26'8"41'3"3"1'6"A B C D E F G H I J K L M N O QRSTUVWXYZAA 7X8 5X8 4X14 W=3X84X14 4X7 3X8 3X4 W=3X7 3X7 4X6 4X12 W=3X8 4X12 6X8 3X5 4X4 3X41.5X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand 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-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additional concentrated load at right end from 8.09' stud wall(13.75 PSF) supporting 6-0-0 roof spans with 1-0-0overhang. 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 A 1113 /-/-/-/-/- R 1752 /-/-/-/-/- A Brg Width = 2.3 Min Req =1.5 R Brg Width = 5.5 Min Req =1.5 Bearings A & R 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 -1674 C - D 0 -3171 D - E 0 -3171 E - F 0 -4836 F - G 0 -4836 G - H 0 -4896 Chords Tens.Comp. H - I 0 -4896 I - J 0 -4896 J - K 0 -3365 K - L 0 -3365 M - N 397 -12 N - O 397 -12 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Z - Y 1722 0 Y - X 1722 0 X - W 4190 0 W -V 5052 0 Chords Tens.Comp. V - U 4316 0 U - T 1985 0 T - S 1985 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - Z 1985 0 Z - C 0 -1045 C - X 1645 0 X - E 0 -1163 E - W 736 0 V - J 685 0 Webs Tens.Comp. J - U 0 -1108 U - L 1598 0 L - S 0 -1976 S - M 917 0 M - R 0 -1104 R - O 20 -650 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: NAKzt: 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):0.699 G 436 360 VERT(TL):1.244 G 245 240 HORZ(LL):-0.085 M - - HORZ(TL):-0.152 M - - Creep Factor: 1.5 Max TC CSI:0.881 Max BC CSI:0.951 Max Web CSI:0.982 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB04 Ply: 1 Qty:3 SEQN:29800 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T53 / DrwNo:262.20.1818.03657 /GO 09/18/2020 B2 3"8 3"8 25'8"12 11"8 4"4 2'0"8 2'6"12 2'6"(TYP)2'6"12 5"12 11"4 3" 26'8"41'3"3"1'6"A B C D E F G H I J K L M N O QRSTUVWXYZAA 7X8 5X8 4X14 W=3X84X14 4X7 3X8 3X4 W=3X7 3X7 4X6 4X12 W=3X8 4X12 6X8 3X5 4X4 3X41.5X3 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 40 plf at -0.23 to 40 plf at 20.54 BC: From 4 plf at 0.00 to 4 plf at 20.67TC: 900 lb Conc. Load at 15.00 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: 0.40" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 691 /-/-/-/-/- N 1113 /-/-/-/-/- A Brg Width = 2.3 Min Req =1.5 N Brg Width = 6.0 Min Req =1.5 Bearings A & 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 -1141 C - D 0 -2130 D - E 0 -2130 E - F 0 -3441 F - G 0 -3441 Chords Tens.Comp. G - H 0 -3441 H - I 0 -3930 I - J 0 -2373 J - K 0 -510 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. U - T 1171 0T - S 2879 0 S - R 3785 0 R - Q 3937 0 Chords Tens.Comp. Q - P 3937 0P - O 2290 0 O - N 416 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - U 1321 0 U - C 0 -655 C - T 1089 0 T - E 0 -855 E - S 641 0 S - H 73 -393 Webs Tens.Comp. I - P 0 -1808 P - J 921 0 J - O 0 -2056 O - K 1044 0 K - N 0 -1217 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: 9.5 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.407 H 607 360 VERT(TL):0.636 H 389 240 HORZ(LL):-0.052 K - - HORZ(TL):-0.081 K - - Creep Factor: 1.5 Max TC CSI:0.695 Max BC CSI:0.811 Max Web CSI:0.654 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB05 Ply: 1 Qty:1 SEQN:29810 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T35 / DrwNo:262.20.1818.03283 /GO 09/18/2020 1"8 3"8 20'10"12 4"4 2'2"12 2'6"12 2'6"(TYP)2'6"12 5"4 3"1'3"3"1'6"++ A B C D E F G H I J K L NOPQRSTUV 6X6 4X6 4X10 4X10 4X5 3X7 W=3X73X4 3X4 4X8 W=H03126X8 6X8 6X8 3X5 4X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF 1650f-1.5E; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 40 plf at -0.23 to 40 plf at 20.54 BC: From 4 plf at 0.00 to 4 plf at 20.67TC: 900 lb Conc. Load at 15.00 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: 0.40" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 691 /-/-/-/-/- N 1113 /-/-/-/-/- A Brg Width = 2.3 Min Req =1.5 N Brg Width = 6.0 Min Req =1.5 Bearings A & 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 -1141 C - D 0 -2130 D - E 0 -2130 E - F 0 -3441 F - G 0 -3441 Chords Tens.Comp. G - H 0 -3441 H - I 0 -3930 I - J 0 -2373 J - K 0 -510 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. U - T 1171 0T - S 2879 0 S - R 3785 0 R - Q 3937 0 Chords Tens.Comp. Q - P 3937 0P - O 2290 0 O - N 416 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - U 1321 0 U - C 0 -655 C - T 1089 0 T - E 0 -855 E - S 641 0 S - H 73 -393 Webs Tens.Comp. I - P 0 -1808 P - J 921 0 J - O 0 -2056 O - K 1044 0 K - N 0 -1217 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: 9.5 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:5(0)/10(0) Plate Type(s): Single Roller WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.407 H 607 360 VERT(TL):0.636 H 389 240 HORZ(LL):-0.052 K - - HORZ(TL):-0.081 K - - Creep Factor: 1.5 Max TC CSI:0.695 Max BC CSI:0.811 Max Web CSI:0.654 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB05 Ply: 1 Qty:1 SEQN:29810 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T35 / DrwNo:262.20.1818.03283 /GO 09/18/2020 1"8 3"8 20'10"12 4"4 2'2"12 2'6"12 2'6"(TYP)2'6"12 5"4 3"1'3"3"1'6"++ A B C D E F G H I J K L NOPQRSTUV 6X6 4X6 4X10 4X10 4X5 3X7 W=3X73X4 3X4 4X8 W=H03126X8 6X8 6X8 3X5 4X5 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.14" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 671 /-/-/-/-/- H 677 /-/-/-/-/- A Brg Width = 2.3 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings A & 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 -1014 C - D 0 -1655 D - E 0 -1655 Chords Tens.Comp. E - F 0 -1653 F - G 0 -1653 G - H 0 -1033 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 1039 0 M - L 1839 0 Chords Tens.Comp. L - K 1058 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - N 1173 0 N - C 0 -575C - M 699 0 Webs Tens.Comp. L - G 675 0 G - K 0 -573K - H 1198 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: 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):0.158 E 999 360 VERT(TL):0.346 J 524 240 HORZ(LL):-0.019 G - - HORZ(TL):-0.030 G - - Creep Factor: 1.5 Max TC CSI:0.451 Max BC CSI:0.583 Max Web CSI:0.592 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB06 Ply: 1 Qty:4 SEQN:29805 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T66 / DrwNo:262.20.1818.05638 /GO 09/18/2020 15'4"8 4"4 2'2"12 2'6"12 (TYP) 2'6"2'6"2'4"4" 14'9"12 14'9"12 2"12 4"1'3"3"1'6"AB C D E F G H I JKLMNO1.5X3 5X7 4X6 3X8 1.5X3 3X8 3X4 1.5X3 3X8 3X8 4X6 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Deflection Max JT VERT DEFL: LL: 0.14" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 671 /-/-/-/-/- H 677 /-/-/-/-/- A Brg Width = 2.3 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings A & 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 -1014 C - D 0 -1655 D - E 0 -1655 Chords Tens.Comp. E - F 0 -1653 F - G 0 -1653 G - H 0 -1033 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 1039 0 M - L 1839 0 Chords Tens.Comp. L - K 1058 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - N 1173 0 N - C 0 -575C - M 699 0 Webs Tens.Comp. L - G 675 0 G - K 0 -573K - H 1198 0 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: 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):0.158 E 999 360 VERT(TL):0.346 J 524 240 HORZ(LL):-0.019 G - - HORZ(TL):-0.030 G - - Creep Factor: 1.5 Max TC CSI:0.451 Max BC CSI:0.583 Max Web CSI:0.592 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB06 Ply: 1 Qty:4 SEQN:29805 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T66 / DrwNo:262.20.1818.05638 /GO 09/18/2020 15'4"8 4"4 2'2"12 2'6"12 (TYP) 2'6"2'6"2'4"4" 14'9"12 14'9"12 2"12 4"1'3"3"1'6"AB C D E F G H I JKLMNO1.5X3 5X7 4X6 3X8 1.5X3 3X8 3X4 1.5X3 3X8 3X8 4X6 5X5 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.00 to 80 plf at 18.31 BC: From 8 plf at 0.23 to 8 plf at 18.44TC: 550 lb Conc. Load at 15.23 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: 0.31" DL: 0.18". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 896 /-/-/-/-/- L 1263 /-/-/-/-/- A Brg Width = 2.2 Min Req =1.5 L Brg Width = 6.0 Min Req =1.5 Bearings A & 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 -1415 C - D 0 -2477 D - E 0 -2477 E - F 0 -3303 Chords Tens.Comp. F - G 0 -3303 G - H 0 -2525 H - I 0 -1394 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 1451 0 P - O 3076 0O - N 3100 0 Chords Tens.Comp. N - M 2493 0 M - L 1298 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - Q 1638 0 Q - C 0 -807 C - P 1164 0 P - E 0 -684 Webs Tens.Comp. G - N 0 -659 H - M 0 -1526 M - I 1064 0 I - L 0 -1766 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: NAKzt: 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):0.313 F 695 360 VERT(TL):0.489 F 445 240 HORZ(LL):-0.044 I - - HORZ(TL):-0.068 I - - Creep Factor: 1.5 Max TC CSI:0.606 Max BC CSI:0.990 Max Web CSI:0.810 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB07 Ply: 1 Qty:1 SEQN:29818 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T3 / DrwNo:262.20.1818.05373 /GO 09/18/2020 3"8 18'5"4 4"4 2'2"12 2'6"12 2'6" (TYP) 2'6"12 1'6"10 1'5"2 3"1'3"3"1'6"+ AB C D E F G H I J LMNOPQR 6X8 4X8 4X10 4X10 3X5 3X5 3X5 3X4 5X7 6X6 6X6 5X7 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 80 plf at 0.00 to 80 plf at 18.31 BC: From 8 plf at 0.23 to 8 plf at 18.44TC: 550 lb Conc. Load at 15.23 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: 0.31" DL: 0.18". See detailDEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 896 /-/-/-/-/- L 1263 /-/-/-/-/- A Brg Width = 2.2 Min Req =1.5 L Brg Width = 6.0 Min Req =1.5 Bearings A & 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 -1415 C - D 0 -2477 D - E 0 -2477 E - F 0 -3303 Chords Tens.Comp. F - G 0 -3303 G - H 0 -2525 H - I 0 -1394 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 1451 0 P - O 3076 0O - N 3100 0 Chords Tens.Comp. N - M 2493 0 M - L 1298 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - Q 1638 0 Q - C 0 -807 C - P 1164 0 P - E 0 -684 Webs Tens.Comp. G - N 0 -659 H - M 0 -1526 M - I 1064 0 I - L 0 -1766 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: NAKzt: 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):0.313 F 695 360 VERT(TL):0.489 F 445 240 HORZ(LL):-0.044 I - - HORZ(TL):-0.068 I - - Creep Factor: 1.5 Max TC CSI:0.606 Max BC CSI:0.990 Max Web CSI:0.810 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB07 Ply: 1 Qty:1 SEQN:29818 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T3 / DrwNo:262.20.1818.05373 /GO 09/18/2020 3"8 18'5"4 4"4 2'2"12 2'6"12 2'6" (TYP) 2'6"12 1'6"10 1'5"2 3"1'3"3"1'6"+ AB C D E F G H I J LMNOPQR 6X8 4X8 4X10 4X10 3X5 3X5 3X5 3X4 5X7 6X6 6X6 5X7 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 2100f-1.8E;Bot chord: 4x2 SPF 2100f-1.8E; Webs: 4x2 SPF Stud; W8 4x2 SPF #1/#2; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 24.0" oc supports additional concentrated load at left end from 8.09' stud wall(13.75 PSF) supporting 28-0-0 roof spans with 1-6-0overhang. 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 X 3628 /-/-/-/-/- P 1362 /-/-/-/-/- X Brg Width = 5.5 Min Req =1.6 P Brg Width = 5.0 Min Req =1.5 Bearings X & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2849 0 B - C 2849 0 C - D 1207 -3201 D - E 1207 -3201 E - F 63 -5531 F - G 63 -5531 Chords Tens.Comp. G - H 0 -5868 H - I 0 -5868 I - J 0 -5868 J - K 0 -4211 K - L 0 -4211 L - M 0 -608 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. X - W 1282 -2004 W -V 1282 -2004 V - U 4597 -589 U - T 5931 0 Chords Tens.Comp. T - S 5271 0 S - R 2614 0 R - Q 2614 0 Q - P 501 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - X 0 -3425 X - C 0 -2879 C - V 2388 0 V - E 0 -1787 E - U 1263 0 U - G 0 -651 Webs Tens.Comp. T - J 681 -87 J - S 0 -1210 S - L 1822 0 L - Q 0 -2304 Q - M 1183 0 M - P 0 -1525 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: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: 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):0.606 G 505 360 VERT(TL):1.255 G 244 240 HORZ(LL):0.072 P - - HORZ(TL):0.152 P - - Creep Factor: 1.5 Max TC CSI:0.575 Max BC CSI:0.745 Max Web CSI:0.902 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB08 Ply: 1 Qty:6 SEQN:29844 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T17 / DrwNo:262.20.1818.05716 /GO 09/18/2020 W8 3"8 3"8 1'11"8 25'11"8 2'0"12 2'6"(TYP)2'6"12 5" 3" 27'11" 2'3" 2'3" 2'6"4 3"5 27'11" 25'4"11 1'6"A B C D E F G H I J K L M N PQRSTUVWXY 1.5X3 1.5X3 5X16 5X12 5X16 W=3X8 5X16 4X10 4X10 3X4 W=3X7 3X8 4X7 5X16 W=3X8 5X12 7X8 4X5 5X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF 2100f-1.8E;Bot chord: 4x2 SPF 2100f-1.8E; Webs: 4x2 SPF Stud; W8 4x2 SPF #1/#2; Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 24.0" oc supports additional concentrated load at left end from 8.09' stud wall(13.75 PSF) supporting 28-0-0 roof spans with 1-6-0overhang. 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 X 3628 /-/-/-/-/- P 1362 /-/-/-/-/- X Brg Width = 5.5 Min Req =1.6 P Brg Width = 5.0 Min Req =1.5 Bearings X & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2849 0 B - C 2849 0 C - D 1207 -3201 D - E 1207 -3201 E - F 63 -5531 F - G 63 -5531 Chords Tens.Comp. G - H 0 -5868 H - I 0 -5868 I - J 0 -5868 J - K 0 -4211 K - L 0 -4211 L - M 0 -608 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. X - W 1282 -2004 W -V 1282 -2004 V - U 4597 -589 U - T 5931 0 Chords Tens.Comp. T - S 5271 0 S - R 2614 0 R - Q 2614 0 Q - P 501 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - X 0 -3425 X - C 0 -2879 C - V 2388 0 V - E 0 -1787 E - U 1263 0 U - G 0 -651 Webs Tens.Comp. T - J 681 -87 J - S 0 -1210 S - L 1822 0 L - Q 0 -2304 Q - M 1183 0 M - P 0 -1525 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: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: 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):0.606 G 505 360 VERT(TL):1.255 G 244 240 HORZ(LL):0.072 P - - HORZ(TL):0.152 P - - Creep Factor: 1.5 Max TC CSI:0.575 Max BC CSI:0.745 Max Web CSI:0.902 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB08 Ply: 1 Qty:6 SEQN:29844 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T17 / DrwNo:262.20.1818.05716 /GO 09/18/2020 W8 3"8 3"8 1'11"8 25'11"8 2'0"12 2'6"(TYP)2'6"12 5" 3" 27'11" 2'3" 2'3" 2'6"4 3"5 27'11" 25'4"11 1'6"A B C D E F G H I J K L M N PQRSTUVWXY 1.5X3 1.5X3 5X16 5X12 5X16 W=3X8 5X16 4X10 4X10 3X4 W=3X7 3X8 4X7 5X16 W=3X8 5X12 7X8 4X5 5X5 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 4X5 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 763 /-/-/-/-/- K 763 /-/-/-/-/- P Brg Width = 5.0 Min Req =1.5 K Brg Width = 5.0 Min Req =1.5 Bearings P & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -881 C - D 0 -2278 D - E 0 -2278 Chords Tens.Comp. E - F 0 -2098 F - G 0 -2098 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. P - O 834 0 O - N 1755 0 Chords Tens.Comp. N - M 2373 0 M - L 1396 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. P - B 0 -1098 B - O 528 0O - C 0 -1003 C - N 597 0 Webs Tens.Comp. M - G 802 0 G - L 0 -1206L - H 634 0 H - K 0 -877 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: NAKzt: 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):0.211 E 978 360 VERT(TL):0.330 E 625 240 HORZ(LL):0.034 K - - HORZ(TL):0.054 K - - Creep Factor: 1.5 Max TC CSI:0.280 Max BC CSI:0.696 Max Web CSI:0.397 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB09 Ply: 1 Qty:4 SEQN:29822 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T21 / DrwNo:262.20.1818.00974 /GO 09/18/2020 3"8 17'7" 3" 1'6"8 2'6"12 2'6" (TYP) 2'6"12 5" 3"1'6"A B C D E F G H I KLMNOP 1.5X3 4X6 3X7 2X3 3X7 3X4 2X3 3X10 4X7 5X5 3X42X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Plating Notes All plates are 4X5 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 763 /-/-/-/-/- K 763 /-/-/-/-/- P Brg Width = 5.0 Min Req =1.5 K Brg Width = 5.0 Min Req =1.5 Bearings P & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -881 C - D 0 -2278 D - E 0 -2278 Chords Tens.Comp. E - F 0 -2098 F - G 0 -2098 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. P - O 834 0 O - N 1755 0 Chords Tens.Comp. N - M 2373 0 M - L 1396 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. P - B 0 -1098 B - O 528 0O - C 0 -1003 C - N 597 0 Webs Tens.Comp. M - G 802 0 G - L 0 -1206L - H 634 0 H - K 0 -877 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: NAKzt: 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):0.211 E 978 360 VERT(TL):0.330 E 625 240 HORZ(LL):0.034 K - - HORZ(TL):0.054 K - - Creep Factor: 1.5 Max TC CSI:0.280 Max BC CSI:0.696 Max Web CSI:0.397 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB09 Ply: 1 Qty:4 SEQN:29822 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T21 / DrwNo:262.20.1818.00974 /GO 09/18/2020 3"8 17'7" 3" 1'6"8 2'6"12 2'6" (TYP) 2'6"12 5" 3"1'6"A B C D E F G H I KLMNOP 1.5X3 4X6 3X7 2X3 3X7 3X4 2X3 3X10 4X7 5X5 3X42X3 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q*87 /-/-/-/-/- Q Brg Width = 211 Min Req =- Bearing AE is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 M 999 360 VERT(TL):0.000 M 999 240 HORZ(LL):0.000 O - - HORZ(TL):0.000 O - - Creep Factor: 1.5 Max TC CSI:0.053 Max BC CSI:0.013 Max Web CSI:0.028 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB10 Ply: 1 Qty:1 SEQN:29824 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T9 / DrwNo:262.20.1818.03095 /GO 09/18/2020 3"8 17'7" 8" 1'4" (TYP)1'6"A O QAE 1.5X3 3X41.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X33X4 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q*87 /-/-/-/-/- Q Brg Width = 211 Min Req =- Bearing AE is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 M 999 360 VERT(TL):0.000 M 999 240 HORZ(LL):0.000 O - - HORZ(TL):0.000 O - - Creep Factor: 1.5 Max TC CSI:0.053 Max BC CSI:0.013 Max Web CSI:0.028 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB10 Ply: 1 Qty:1 SEQN:29824 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T9 / DrwNo:262.20.1818.03095 /GO 09/18/2020 3"8 17'7" 8" 1'4" (TYP)1'6"A O QAE 1.5X3 3X41.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X33X4 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 8.00' stud wall(13.75 PSF) supporting 2-0-0 roof spans with 1-6-0 overhang. Roof load: 35.00 psf LL and 17.00 psf DL. Negative reaction(s) of -222# MAX. from a non-windload case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1058 /-/-/-/-/- D 56 /-222 /-/-/-/- H Brg Width = 5.5 Min Req =1.5 D Brg Width = 2.3 Min Req =1.5 Bearings H & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 736 0 Chords Tens.Comp. B - C 736 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 0 -885 Webs Tens.Comp. H - C 0 -659 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: NAKzt: 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):0.034 A 736 360 VERT(TL):0.076 A 325 240 HORZ(LL):-0.011 A - - HORZ(TL):-0.025 A - - Creep Factor: 1.5 Max TC CSI:0.466 Max BC CSI:0.095 Max Web CSI:0.222 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB11 Ply: 1 Qty:10 SEQN:29826 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T68 / DrwNo:262.20.1818.02503 /GO 09/18/2020 3"8 3"8 1'11"8 4'3"4 2'0"12 2'6"14 1'3"6 2"4 6'2"12 5'10"8 5'10"8 2"121'6"1'3"3" A B C DE FGHI 1.5X3 1.5X3 3X4 1.5X3 1.5X3 3X7 3X5 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Additional Notes This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 8.00' stud wall(13.75 PSF) supporting 2-0-0 roof spans with 1-6-0 overhang. Roof load: 35.00 psf LL and 17.00 psf DL. Negative reaction(s) of -222# MAX. from a non-windload case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1058 /-/-/-/-/- D 56 /-222 /-/-/-/- H Brg Width = 5.5 Min Req =1.5 D Brg Width = 2.3 Min Req =1.5 Bearings H & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 736 0 Chords Tens.Comp. B - C 736 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 0 -885 Webs Tens.Comp. H - C 0 -659 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: NAKzt: 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):0.034 A 736 360 VERT(TL):0.076 A 325 240 HORZ(LL):-0.011 A - - HORZ(TL):-0.025 A - - Creep Factor: 1.5 Max TC CSI:0.466 Max BC CSI:0.095 Max Web CSI:0.222 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB11 Ply: 1 Qty:10 SEQN:29826 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T68 / DrwNo:262.20.1818.02503 /GO 09/18/2020 3"8 3"8 1'11"8 4'3"4 2'0"12 2'6"14 1'3"6 2"4 6'2"12 5'10"8 5'10"8 2"121'6"1'3"3" A B C DE FGHI 1.5X3 1.5X3 3X4 1.5X3 1.5X3 3X7 3X5 3X4 4X4 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K*84 /-/-/-/-/- K Brg Width = 69.5 Min Req =- Bearing K 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: NAKzt: 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 E 999 360 VERT(TL):0.001 E 999 240 HORZ(LL):-0.000 K - - HORZ(TL):-0.000 K - - Creep Factor: 1.5 Max TC CSI:0.076 Max BC CSI:0.015 Max Web CSI:0.032 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB12 Ply: 1 Qty:1 SEQN:29828 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T6 / DrwNo:262.20.1818.03516 /GO 09/18/2020 3"8 5'9"8 1'5"4 1'4" (TYP)1'6"A E GK 1.5X3 2X3 2X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K*84 /-/-/-/-/- K Brg Width = 69.5 Min Req =- Bearing K 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: NAKzt: 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 E 999 360 VERT(TL):0.001 E 999 240 HORZ(LL):-0.000 K - - HORZ(TL):-0.000 K - - Creep Factor: 1.5 Max TC CSI:0.076 Max BC CSI:0.015 Max Web CSI:0.032 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB12 Ply: 1 Qty:1 SEQN:29828 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T6 / DrwNo:262.20.1818.03516 /GO 09/18/2020 3"8 5'9"8 1'5"4 1'4" (TYP)1'6"A E GK 1.5X3 2X3 2X3 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O*85 /-/-/-/-/- O Brg Width = 87.0 Min Req =- Bearing O 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: NAKzt: 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 E 999 360 VERT(TL):0.000 E 999 240 HORZ(LL):0.000 G - - HORZ(TL):0.000 G - - Creep Factor: 1.5 Max TC CSI:0.053 Max BC CSI:0.013 Max Web CSI:0.028 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB13 Ply: 1 Qty:1 SEQN:29830 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T18 / DrwNo:262.20.1818.02924 /GO 09/18/2020 3"8 7'3" 10" 1'4" (TYP)1'6"A G IO 1.5X3 2X3 2X3 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O*85 /-/-/-/-/- O Brg Width = 87.0 Min Req =- Bearing O 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: NAKzt: 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 E 999 360 VERT(TL):0.000 E 999 240 HORZ(LL):0.000 G - - HORZ(TL):0.000 G - - Creep Factor: 1.5 Max TC CSI:0.053 Max BC CSI:0.013 Max Web CSI:0.028 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB13 Ply: 1 Qty:1 SEQN:29830 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T18 / DrwNo:262.20.1818.02924 /GO 09/18/2020 3"8 7'3" 10" 1'4" (TYP)1'6"A G IO 1.5X3 2X3 2X3 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 80 plf at 0.00 to 80 plf at 10.46 BC: From 8 plf at 0.00 to 8 plf at 10.58TC: 1332 lb Conc. Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Negative reaction(s) of -247# MAX. from a non-windload case requires uplift connection. See MaximumReactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 2232 /-/-/-/-/- H 228 /-247 /-/-/-/- J Brg Width = 5.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings J & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2062 0 B - C 2062 0 Chords Tens.Comp. C - D 693 -252 D - E 693 -252 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. J - I 151 -1367 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -2478 J - C 0 -1187 Webs Tens.Comp. C - I 821 0 I - E 197 -605 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: NAKzt: 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):0.089 A 278 360 VERT(TL):0.185 A 133 240 HORZ(LL):-0.024 A - - HORZ(TL):-0.053 A - - Creep Factor: 1.5 Max TC CSI:0.947 Max BC CSI:0.250 Max Web CSI:0.622 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB14 Ply: 1 Qty:1 SEQN:29841 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T32 / DrwNo:262.20.1818.02846 /GO 09/18/2020 3"8 3"8 1'11"8 8'9" 2'0"12 2'6" (TYP) 9"4 3" 10'8"81'6"A B C D E F HIJK 1.5X3 1.5X3 5X10 1.5X3 1.5X3 6X12 3X7 1.5X3 3X8 3X4 1.5X3 3X5 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 4x2 SPF #1/#2;Bot chord: 4x2 SPF #1/#2; Webs: 4x2 SPF Stud; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 80 plf at 0.00 to 80 plf at 10.46 BC: From 8 plf at 0.00 to 8 plf at 10.58TC: 1332 lb Conc. Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Negative reaction(s) of -247# MAX. from a non-windload case requires uplift connection. See MaximumReactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 2232 /-/-/-/-/- H 228 /-247 /-/-/-/- J Brg Width = 5.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings J & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2062 0 B - C 2062 0 Chords Tens.Comp. C - D 693 -252 D - E 693 -252 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. J - I 151 -1367 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -2478 J - C 0 -1187 Webs Tens.Comp. C - I 821 0 I - E 197 -605 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: NAKzt: 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):0.089 A 278 360 VERT(TL):0.185 A 133 240 HORZ(LL):-0.024 A - - HORZ(TL):-0.053 A - - Creep Factor: 1.5 Max TC CSI:0.947 Max BC CSI:0.250 Max Web CSI:0.622 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:FB14 Ply: 1 Qty:1 SEQN:29841 /SY42 FROM: Cust: R7064 JRef:1WYS70640002 T32 / DrwNo:262.20.1818.02846 /GO 09/18/2020 3"8 3"8 1'11"8 8'9" 2'0"12 2'6" (TYP) 9"4 3" 10'8"81'6"A B C D E F HIJK 1.5X3 1.5X3 5X10 1.5X3 1.5X3 6X12 3X7 1.5X3 3X8 3X4 1.5X3 3X5 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*120 /-/-/41 /-/6 Wind reactions based on MWFRS P Brg Width = 228 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: 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 I 999 240 VERT(TL):0.003 I 999 240 HORZ(LL):-0.001 E - - HORZ(TL):-0.002 E - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.036 Max Web CSI:0.164 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:A01 Ply: 1 Qty:1 SEQN:31638 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T45 / DrwNo:262.20.1818.00818 /GO 09/18/2020 19' 1'6" 1'4"(TYP) 9'6" 9'6" 19' 9'6" 19' 19'1'4"8 1'4"8 7"106'11"107'7"3A B I P Q 8 12 3X5(B2) 4X4 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*120 /-/-/41 /-/6 Wind reactions based on MWFRS P Brg Width = 228 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: 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 I 999 240 VERT(TL):0.003 I 999 240 HORZ(LL):-0.001 E - - HORZ(TL):-0.002 E - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.036 Max Web CSI:0.164 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:A01 Ply: 1 Qty:1 SEQN:31638 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T45 / DrwNo:262.20.1818.00818 /GO 09/18/2020 19' 1'6" 1'4"(TYP) 9'6" 9'6" 19' 9'6" 19' 19'1'4"8 1'4"8 7"106'11"107'7"3A B I P Q 8 12 3X5(B2) 4X4 3X5(B2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF 1650f-1.5E; B2 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3,M15 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. For wind loads applied to the face of the gablestuds: The Building Designer shall provide out-of-plane restraints to effectively transfer thewind loads to the building's diaphragms. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1728 /-/-/646 /-/175 AV 1728 /-/-/646 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.7 AV Brg Width = 5.5 Min Req =2.7 Bearings B & AV are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 184 -2246 H - N 283 -1957 Chords Tens.Comp. N - R 270 -1975 R - S 172 -2270 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B -AB 1740 -33 AB- X 1185 0 Chords Tens.Comp. X - U 1185 0 U - S 1733 -44 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. H -AB 115 -536 AB- N 796 -129 Webs Tens.Comp. N - U 816 -114 U - R 145 -472 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: No FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.172 P 999 240 VERT(TL):0.303 P 999 240 HORZ(LL):0.090 E - - HORZ(TL):0.158 E - - Creep Factor: 1.5 Max TC CSI:0.822 Max BC CSI:0.880 Max Web CSI:0.589 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:B01 Ply: 1 Qty:1 SEQN:31620 GABL FROM: Cust: R7064 JRef:1WYS70640002 T20 DrwNo:265.20.0620.09380 /GO 09/21/2020 B2 W2 W3 M15 30' 1'8" 1'4" (TYP) 7'6"1 7'6"1 15' 7'5"15 22'5"15 7'5"15 30' 7'6"1 10'0"1 10'0"1 19'11"15 9'11"15 30' 10'0"11'4"8 1'4"8 7"1010'7"1011'3"3(a)(a) (a) A B H N R S T UXAB AV 8 12 5X7(B3)4X4 1.5X3(**)3X7 7X8 3X4 4X4 5X7(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF 1650f-1.5E; B2 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3,M15 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. For wind loads applied to the face of the gablestuds: The Building Designer shall provide out-of-plane restraints to effectively transfer thewind loads to the building's diaphragms. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1728 /-/-/646 /-/175 AV 1728 /-/-/646 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.7 AV Brg Width = 5.5 Min Req =2.7 Bearings B & AV are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 184 -2246 H - N 283 -1957 Chords Tens.Comp. N - R 270 -1975 R - S 172 -2270 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B -AB 1740 -33 AB- X 1185 0 Chords Tens.Comp. X - U 1185 0 U - S 1733 -44 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. H -AB 115 -536 AB- N 796 -129 Webs Tens.Comp. N - U 816 -114 U - R 145 -472 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: No FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.172 P 999 240 VERT(TL):0.303 P 999 240 HORZ(LL):0.090 E - - HORZ(TL):0.158 E - - Creep Factor: 1.5 Max TC CSI:0.822 Max BC CSI:0.880 Max Web CSI:0.589 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:B01 Ply: 1 Qty:1 SEQN:31620 GABL FROM: Cust: R7064 JRef:1WYS70640002 T20 DrwNo:265.20.0620.09380 /GO 09/21/2020 B2 W2 W3 M15 30' 1'8" 1'4" (TYP) 7'6"1 7'6"1 15' 7'5"15 22'5"15 7'5"15 30' 7'6"1 10'0"1 10'0"1 19'11"15 9'11"15 30' 10'0"11'4"8 1'4"8 7"1010'7"1011'3"3(a)(a) (a) A B H N R S T UXAB AV 8 12 5X7(B3)4X4 1.5X3(**)3X7 7X8 3X4 4X4 5X7(B3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&C member design. (J) Hanger(s) shall be designed toresist all reactions shown andadequate for the geometry of thistruss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1600 /-/-/594 /-/165 J 1731 /-/-/646 /-/- Wind reactions based on MWFRS A Brg Width = -Min Req =- J Brg Width = 5.5 Min Req =2.7 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 175 -2301 B - C 240 -2017 Chords Tens.Comp. C - D 238 -2008 D - E 174 -2293 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - I 1769 -50 I - H 1188 0 Chords Tens.Comp. H - G 1188 0 G - E 1758 -48 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 166 -555 I - C 772 -80 Webs Tens.Comp. C - G 756 -76 G - D 165 -545 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.129 G 999 240 VERT(TL):0.229 G 999 240 HORZ(LL):0.066 G - - HORZ(TL):0.117 G - - Creep Factor: 1.5 Max TC CSI:0.804 Max BC CSI:0.936 Max Web CSI:0.567 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:B02 Ply: 1 Qty:7 SEQN:31614 COMN FROM: Cust: R7064 JRef:1WYS70640002 T48 DrwNo:265.20.0650.38987 /GO 09/21/2020 W2 W3 30' 7'6"1 7'6"1 15' 7'5"15 22'5"15 7'5"15 30' 7'6"1 10'0"1 10'0"1 14' 3'11"15 19'11"15 5'11"15 30' 10'0"1 1'4"8 7"1010'7"1011'3"3(a)(a) A B C D E FGHIJ 8 12 5X7(B3) 1.5X3 4X4 3X7 5X7(R1) 4X4 1.5X3 5X7(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&C member design. (J) Hanger(s) shall be designed toresist all reactions shown andadequate for the geometry of thistruss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1600 /-/-/594 /-/165 J 1731 /-/-/646 /-/- Wind reactions based on MWFRS A Brg Width = -Min Req =- J Brg Width = 5.5 Min Req =2.7 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 175 -2301 B - C 240 -2017 Chords Tens.Comp. C - D 238 -2008 D - E 174 -2293 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - I 1769 -50 I - H 1188 0 Chords Tens.Comp. H - G 1188 0 G - E 1758 -48 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 166 -555 I - C 772 -80 Webs Tens.Comp. C - G 756 -76 G - D 165 -545 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.129 G 999 240 VERT(TL):0.229 G 999 240 HORZ(LL):0.066 G - - HORZ(TL):0.117 G - - Creep Factor: 1.5 Max TC CSI:0.804 Max BC CSI:0.936 Max Web CSI:0.567 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:B02 Ply: 1 Qty:7 SEQN:31614 COMN FROM: Cust: R7064 JRef:1WYS70640002 T48 DrwNo:265.20.0650.38987 /GO 09/21/2020 W2 W3 30' 7'6"1 7'6"1 15' 7'5"15 22'5"15 7'5"15 30' 7'6"1 10'0"1 10'0"1 14' 3'11"15 19'11"15 5'11"15 30' 10'0"1 1'4"8 7"1010'7"1011'3"3(a)(a) A B C D E FGHIJ 8 12 5X7(B3) 1.5X3 4X4 3X7 5X7(R1) 4X4 1.5X3 5X7(B3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&C member design. (J) Hanger(s) shall be designed toresist all reactions shown andadequate for the geometry of thistruss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1602 /-/-/594 /-/147 I 1602 /-/-/594 /-/- Wind reactions based on MWFRS A Brg Width = -Min Req =- I Brg Width = 5.5 Min Req =2.5 Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 176 -2306 B - C 240 -2022 Chords Tens.Comp. C - D 240 -2022 D - E 176 -2306 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - H 1773 -74 H - G 1192 0 Chords Tens.Comp. G - F 1192 0 F - E 1773 -74 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 166 -555 H - C 771 -78 Webs Tens.Comp. C - F 771 -78 F - D 166 -555 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: No FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.124 H 999 240 VERT(TL):0.221 H 999 240 HORZ(LL):0.061 F - - HORZ(TL):0.108 F - - Creep Factor: 1.5 Max TC CSI:0.789 Max BC CSI:0.935 Max Web CSI:0.568 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:B03 Ply: 1 Qty:4 SEQN:31617 COMN FROM: Cust: R7064 JRef:1WYS70640002 T57 DrwNo:265.20.0651.01950 /GO 09/21/2020 W2 W3 30' 7'6"1 7'6"1 15' 7'5"15 22'5"15 7'5"15 30' 7'6"1 10'0"1 10'0"1 14' 3'11"15 19'11"15 5'11"15 30' 10'0"1 7"1010'7"10(a)(a) A B C D E FGH I 8 12 5X7(B3) 1.5X3 4X4 3X7 5X7(R1) 4X4 1.5X3 5X7(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&C member design. (J) Hanger(s) shall be designed toresist all reactions shown andadequate for the geometry of thistruss and supporting girder member. (J) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1602 /-/-/594 /-/147 I 1602 /-/-/594 /-/- Wind reactions based on MWFRS A Brg Width = -Min Req =- I Brg Width = 5.5 Min Req =2.5 Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 176 -2306 B - C 240 -2022 Chords Tens.Comp. C - D 240 -2022 D - E 176 -2306 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - H 1773 -74 H - G 1192 0 Chords Tens.Comp. G - F 1192 0 F - E 1773 -74 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 166 -555 H - C 771 -78 Webs Tens.Comp. C - F 771 -78 F - D 166 -555 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 Snow Duration: 1.15 Building Code: MN IRC 2015 TPI Std:2007 Rep Fac: No FT/RT:10(0)/10(0) Plate Type(s): Single Roller WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.124 H 999 240 VERT(TL):0.221 H 999 240 HORZ(LL):0.061 F - - HORZ(TL):0.108 F - - Creep Factor: 1.5 Max TC CSI:0.789 Max BC CSI:0.935 Max Web CSI:0.568 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:B03 Ply: 1 Qty:4 SEQN:31617 COMN FROM: Cust: R7064 JRef:1WYS70640002 T57 DrwNo:265.20.0651.01950 /GO 09/21/2020 W2 W3 30' 7'6"1 7'6"1 15' 7'5"15 22'5"15 7'5"15 30' 7'6"1 10'0"1 10'0"1 14' 3'11"15 19'11"15 5'11"15 30' 10'0"1 7"1010'7"10(a)(a) A B C D E FGH I 8 12 5X7(B3) 1.5X3 4X4 3X7 5X7(R1) 4X4 1.5X3 5X7(B3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/45 /-/10 Wind reactions based on MWFRS E Brg Width = 48.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.000 C 999 240 VERT(TL):0.001 C 999 240 HORZ(LL):-0.001 D - - HORZ(TL):-0.001 D - - Creep Factor: 1.5 Max TC CSI:0.027 Max BC CSI:0.023 Max Web CSI:0.042 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:C01 Ply: 1 Qty:1 SEQN:31622 GABL FROM: Cust: R7064 JRef:1WYS70640002 T52 DrwNo:265.20.0651.13597 /GO 09/21/2020 4' 1'4" 1'4" 2'8" 1'4" 3'10"12 1'2"12 4' 1"4 1"8 1"8 1'4" 1'2"8 2'8" 1'4" 3'10"12 1'2"12 4' 1"4 7"10 3'3"10A D E 8 12 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/45 /-/10 Wind reactions based on MWFRS E Brg Width = 48.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.000 C 999 240 VERT(TL):0.001 C 999 240 HORZ(LL):-0.001 D - - HORZ(TL):-0.001 D - - Creep Factor: 1.5 Max TC CSI:0.027 Max BC CSI:0.023 Max Web CSI:0.042 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:C01 Ply: 1 Qty:1 SEQN:31622 GABL FROM: Cust: R7064 JRef:1WYS70640002 T52 DrwNo:265.20.0651.13597 /GO 09/21/2020 4' 1'4" 1'4" 2'8" 1'4" 3'10"12 1'2"12 4' 1"4 1"8 1"8 1'4" 1'2"8 2'8" 1'4" 3'10"12 1'2"12 4' 1"4 7"10 3'3"10A D E 8 12 3X5(B2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 476 /-/-/191 /-/40 G 139 /-41 /-/46 /5 /- Wind reactions based on MWFRS J Brg Width = 3.0 Min Req =1.5 G Brg Width = 1.5 Min Req =- Bearing J 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):0.025 J 485 240 VERT(TL):0.055 J 220 240 HORZ(LL):-0.015 D - - HORZ(TL):-0.038 E - - Creep Factor: 1.5 Max TC CSI:0.241 Max BC CSI:0.270 Max Web CSI:0.062 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:D01 Ply: 1 Qty:1 SEQN:29876 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T2 / DrwNo:262.20.1818.04156 /GO 09/18/2020 W2 10" 1'0"4 1'0"4 1'4" 3"12 2'8" 1'4" 4' 1'4" 1'0"4 1'0"4 1'4" 3"12 2'8" 1'4" 3'10"8 1'2"8 4' 1"8 1'4"8 4"10 2'4"103'0"3A B C F GJ 6 12 3X4(A1) 3X7(**) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 476 /-/-/191 /-/40 G 139 /-41 /-/46 /5 /- Wind reactions based on MWFRS J Brg Width = 3.0 Min Req =1.5 G Brg Width = 1.5 Min Req =- Bearing J 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):0.025 J 485 240 VERT(TL):0.055 J 220 240 HORZ(LL):-0.015 D - - HORZ(TL):-0.038 E - - Creep Factor: 1.5 Max TC CSI:0.241 Max BC CSI:0.270 Max Web CSI:0.062 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:D01 Ply: 1 Qty:1 SEQN:29876 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T2 / DrwNo:262.20.1818.04156 /GO 09/18/2020 W2 10" 1'0"4 1'0"4 1'4" 3"12 2'8" 1'4" 4' 1'4" 1'0"4 1'0"4 1'4" 3"12 2'8" 1'4" 3'10"8 1'2"8 4' 1"8 1'4"8 4"10 2'4"103'0"3A B C F GJ 6 12 3X4(A1) 3X7(**) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. 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 476 /-/-/191 /-/40 E 139 /-41 /-/46 /5 /- 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):0.025 F 493 240 VERT(TL):0.055 F 220 240 HORZ(LL):-0.015 D - - HORZ(TL):-0.033 D - - Creep Factor: 1.5 Max TC CSI:0.316 Max BC CSI:0.248 Max Web CSI:0.107 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:D02 Ply: 1 Qty:7 SEQN:29868 /MONO FROM: Cust: R7064 JRef:1WYS70640002 T33 / DrwNo:262.20.1818.06621 /GO 09/18/2020 W2 10" 1'0"4 1'0"4 4' 2'11"12 1'0"4 1'0"4 3'10"8 2'10"4 4' 1"8 1'4"8 4"10 2'4"103'0"3A B C D EF 6 12 3X4(A1) 1.5X3 1.5X3 3X7(**) 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. 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 476 /-/-/191 /-/40 E 139 /-41 /-/46 /5 /- 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):0.025 F 493 240 VERT(TL):0.055 F 220 240 HORZ(LL):-0.015 D - - HORZ(TL):-0.033 D - - Creep Factor: 1.5 Max TC CSI:0.316 Max BC CSI:0.248 Max Web CSI:0.107 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:D02 Ply: 1 Qty:7 SEQN:29868 /MONO FROM: Cust: R7064 JRef:1WYS70640002 T33 / DrwNo:262.20.1818.06621 /GO 09/18/2020 W2 10" 1'0"4 1'0"4 4' 2'11"12 1'0"4 1'0"4 3'10"8 2'10"4 4' 1"8 1'4"8 4"10 2'4"103'0"3A B C D EF 6 12 3X4(A1) 1.5X3 1.5X3 3X7(**) 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. 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 504 /-/-/203 /-/48 E 197 /-/-/63 /6 /- 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):0.021 F 566 240 VERT(TL):0.061 F 198 240 HORZ(LL):-0.013 D - - HORZ(TL):-0.036 D - - Creep Factor: 1.5 Max TC CSI:0.321 Max BC CSI:0.248 Max Web CSI:0.126 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:D03 Ply: 1 Qty:3 SEQN:29952 MONO FROM: Cust: R7064 JRef:1WYS70640002 T27 DrwNo:265.20.0651.18500 /GO 09/21/2020 W2 10" 1'0"4 1'0"4 5' 3'11"12 1'0"4 1'0"4 4'10"8 3'10"4 5' 1"8 1'4"8 4"10 2'10"103'6"3A B C D EF 6 12 3X4(A1) 1.5X3 1.5X3 3X7(**) 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2 2x4 SPF Stud; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. 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 504 /-/-/203 /-/48 E 197 /-/-/63 /6 /- 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):0.021 F 566 240 VERT(TL):0.061 F 198 240 HORZ(LL):-0.013 D - - HORZ(TL):-0.036 D - - Creep Factor: 1.5 Max TC CSI:0.321 Max BC CSI:0.248 Max Web CSI:0.126 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:D03 Ply: 1 Qty:3 SEQN:29952 MONO FROM: Cust: R7064 JRef:1WYS70640002 T27 DrwNo:265.20.0651.18500 /GO 09/21/2020 W2 10" 1'0"4 1'0"4 5' 3'11"12 1'0"4 1'0"4 4'10"8 3'10"4 5' 1"8 1'4"8 4"10 2'10"103'6"3A B C D EF 6 12 3X4(A1) 1.5X3 1.5X3 3X7(**) 1.5X3 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N*124 /-/-/42 /4 /7 Wind reactions based on MWFRS N Brg Width = 172 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: 21.32 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 H 999 240 VERT(TL):0.002 H 999 240 HORZ(LL):-0.001 E - - HORZ(TL):-0.002 E - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.033 Max Web CSI:0.100 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:E01 Ply: 1 Qty:1 SEQN:29881 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T26 / DrwNo:262.20.1818.04624 /GO 09/18/2020 14'4" 6" 1'4" (TYP) 7'2" 7'2" 14'4" 7'2" 14'4" 14'4"1'4"8 1'4"8 7"105'4"156'0"9A B H N O 8 12 3X5(B2) 4X4 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N*124 /-/-/42 /4 /7 Wind reactions based on MWFRS N Brg Width = 172 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: 21.32 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 H 999 240 VERT(TL):0.002 H 999 240 HORZ(LL):-0.001 E - - HORZ(TL):-0.002 E - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.033 Max Web CSI:0.100 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:E01 Ply: 1 Qty:1 SEQN:29881 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T26 / DrwNo:262.20.1818.04624 /GO 09/18/2020 14'4" 6" 1'4" (TYP) 7'2" 7'2" 14'4" 7'2" 14'4" 14'4"1'4"8 1'4"8 7"105'4"156'0"9A B H N O 8 12 3X5(B2) 4X4 3X5(B2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and otherrequirements. For wind loads applied to the face of the gablestuds: The Building Designer shall provide out-of-plane restraints to effectively transfer thewind loads to the building's diaphragms. R=927 lbs. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 886 /-/-/339 /39 /139 N*234 /-/-/87 /7 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 N Brg Width = 80.0 Min Req =- Bearings B & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 84 -915 C - F 117 -493 Chords Tens.Comp. F - I 115 -422 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - W 636 -22 Chords Tens.Comp. W -V 636 -22 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - V 94 -507 Webs Tens.Comp. V - I 471 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. I - T 13 -726 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.34 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):0.022 G 999 240 VERT(TL):0.040 G 999 240 HORZ(LL):0.009 C - - HORZ(TL):0.016 C - - Creep Factor: 1.5 Max TC CSI:0.466 Max BC CSI:0.309 Max Web CSI:0.464 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:F01 Ply: 1 Qty:1 SEQN:29932 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T46 / DrwNo:262.20.1818.05232 /GO 09/18/2020 20'6" 6'3"1'4"(TYP) 6'4"4 6'4"4 10'3" 3'10"12 14'1"12 3'10"12 20'6" 6'4"4 20'6" 20'6"1'4"8 1'4"8 7"107'5"108'1"3A B C F I N O T VW 8 12 4X5(B2) 3X4 3X5 4X4 3X7 3X5 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and otherrequirements. For wind loads applied to the face of the gablestuds: The Building Designer shall provide out-of-plane restraints to effectively transfer thewind loads to the building's diaphragms. R=927 lbs. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 886 /-/-/339 /39 /139 N*234 /-/-/87 /7 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 N Brg Width = 80.0 Min Req =- Bearings B & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 84 -915 C - F 117 -493 Chords Tens.Comp. F - I 115 -422 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - W 636 -22 Chords Tens.Comp. W -V 636 -22 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - V 94 -507 Webs Tens.Comp. V - I 471 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. I - T 13 -726 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.34 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):0.022 G 999 240 VERT(TL):0.040 G 999 240 HORZ(LL):0.009 C - - HORZ(TL):0.016 C - - Creep Factor: 1.5 Max TC CSI:0.466 Max BC CSI:0.309 Max Web CSI:0.464 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:F01 Ply: 1 Qty:1 SEQN:29932 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T46 / DrwNo:262.20.1818.05232 /GO 09/18/2020 20'6" 6'3"1'4"(TYP) 6'4"4 6'4"4 10'3" 3'10"12 14'1"12 3'10"12 20'6" 6'4"4 20'6" 20'6"1'4"8 1'4"8 7"107'5"108'1"3A B C F I N O T VW 8 12 4X5(B2) 3X4 3X5 4X4 3X7 3X5 3X5(B2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF 2100f-1.8E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2;Lt Wedge: 2x8 SP 2400f-2.0E;Rt Wedge: 2x8 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 87 plf at -1.38 to 87 plf at 20.50BC: From 5 plf at -1.38 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 20.50BC: 1370 lb Conc. Load at 2.06,12.06,14.06BC: 1378 lb Conc. Load at 4.06, 6.06, 8.06,10.06BC: 1482 lb Conc. Load at 16.06,18.06,20.06 Wind Wind loads and reactions based on MWFRS. Verify all loading before manufacturing truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 7481 /-/-/-/335 /- L 8695 /-/-/-/366 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =3.1 L Brg Width = 5.5 Min Req =3.6 Bearings K & 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 217 -5074 C - D 161 -3665 Chords Tens.Comp. D - E 161 -3665 E - F 225 -5165 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - J 4175 -174 J - I 4166 -174 I - H 4166 -174 Chords Tens.Comp. H - G 4244 -180 G - F 4254 -180 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - C 1439 -32C - H 59 -1426 D - H 3748 -129 Webs Tens.Comp. H - E 67 -1523E - G 1539 -41 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.34 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.132 H 999 240 VERT(TL):0.225 H 999 240 HORZ(LL):0.047 C - - HORZ(TL):0.080 C - - Creep Factor: 1.5 Max TC CSI:0.366 Max BC CSI:0.662 Max Web CSI:0.978 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:F02 Ply: 2 Qty:1 SEQN:29936 /SPEC FROM: Cust: R7064 JRef:1WYS70640002 T23 / DrwNo:262.20.1818.02409 /GO 09/18/2020 2 Complete Trusses Required W3 20'6" 5'2"12 5'2"12 10'3" 5'0"4 15'3"4 5'0"4 20'6" 5'2"12 5'1"8 5'1"8 8'6" 3'4"8 10'3" 1'9" 15'4"8 5'1"8 20'6" 5'1"81'4"8 7"107'5"108'1"3(a) A B C D E F GHIJK L 8 12 7X10(B12R) 3X10 6X8 H0514 6X8 10X12 6X8 3X10 8X12(B10R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF 2100f-1.8E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3 2x4 SPF #1/#2;Lt Wedge: 2x8 SP 2400f-2.0E;Rt Wedge: 2x8 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 87 plf at -1.38 to 87 plf at 20.50BC: From 5 plf at -1.38 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 20.50BC: 1370 lb Conc. Load at 2.06,12.06,14.06BC: 1378 lb Conc. Load at 4.06, 6.06, 8.06,10.06BC: 1482 lb Conc. Load at 16.06,18.06,20.06 Wind Wind loads and reactions based on MWFRS. Verify all loading before manufacturing truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 7481 /-/-/-/335 /- L 8695 /-/-/-/366 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =3.1 L Brg Width = 5.5 Min Req =3.6 Bearings K & 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 217 -5074 C - D 161 -3665 Chords Tens.Comp. D - E 161 -3665 E - F 225 -5165 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - J 4175 -174 J - I 4166 -174 I - H 4166 -174 Chords Tens.Comp. H - G 4244 -180 G - F 4254 -180 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - C 1439 -32C - H 59 -1426 D - H 3748 -129 Webs Tens.Comp. H - E 67 -1523E - G 1539 -41 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.34 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.132 H 999 240 VERT(TL):0.225 H 999 240 HORZ(LL):0.047 C - - HORZ(TL):0.080 C - - Creep Factor: 1.5 Max TC CSI:0.366 Max BC CSI:0.662 Max Web CSI:0.978 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:F02 Ply: 2 Qty:1 SEQN:29936 /SPEC FROM: Cust: R7064 JRef:1WYS70640002 T23 / DrwNo:262.20.1818.02409 /GO 09/18/2020 2 Complete Trusses Required W3 20'6" 5'2"12 5'2"12 10'3" 5'0"4 15'3"4 5'0"4 20'6" 5'2"12 5'1"8 5'1"8 8'6" 3'4"8 10'3" 1'9" 15'4"8 5'1"8 20'6" 5'1"81'4"8 7"107'5"108'1"3(a) A B C D E F GHIJK L 8 12 7X10(B12R) 3X10 6X8 H0514 6X8 10X12 6X8 3X10 8X12(B10R) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M2 2x4 SPF Stud; M10,M11,M12 2x4 SPF #1/#2;Rt Slider: 2x4 SPF Stud; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced onmember. 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&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AO*123 /-/-/52 /-/13 AF*102 /-/-/42 /9 /- AN /-107 Wind reactions based on MWFRS AO Brg Width = 144 Min Req =- AF Brg Width = 164 Min Req =- Bearings AO & AF 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: 24.14 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):0.002 I 999 240 VERT(TL):0.003 I 999 240 HORZ(LL):-0.002 E - - HORZ(TL):-0.005 I - - Creep Factor: 1.5 Max TC CSI:0.271 Max BC CSI:0.033 Max Web CSI:0.200 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G01 Ply: 1 Qty:1 SEQN:29914 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T42 / DrwNo:262.20.1818.06418 /GO 09/18/2020 M2 M10 M11 M12 25'8"8 1'3"8 1'4" (TYP) 3"8 3"8 11'11"8 11'8" 25'8"8 13'9" 1'2"4 1'2"4 25'8"8 24'6"41'5"1'11"159"109'11"10(a)(a) (a) A B K U V AFANAO 8 12 3X4 3X4 3X4 4X4 5X5 3X4 5X5(E3)3X7(E3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; M2 2x4 SPF Stud; M10,M11,M12 2x4 SPF #1/#2;Rt Slider: 2x4 SPF Stud; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced onmember. 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&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AO*123 /-/-/52 /-/13 AF*102 /-/-/42 /9 /- AN /-107 Wind reactions based on MWFRS AO Brg Width = 144 Min Req =- AF Brg Width = 164 Min Req =- Bearings AO & AF 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: 24.14 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):0.002 I 999 240 VERT(TL):0.003 I 999 240 HORZ(LL):-0.002 E - - HORZ(TL):-0.005 I - - Creep Factor: 1.5 Max TC CSI:0.271 Max BC CSI:0.033 Max Web CSI:0.200 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G01 Ply: 1 Qty:1 SEQN:29914 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T42 / DrwNo:262.20.1818.06418 /GO 09/18/2020 M2 M10 M11 M12 25'8"8 1'3"8 1'4" (TYP) 3"8 3"8 11'11"8 11'8" 25'8"8 13'9" 1'2"4 1'2"4 25'8"8 24'6"41'5"1'11"159"109'11"10(a)(a) (a) A B K U V AFANAO 8 12 3X4 3X4 3X4 4X4 5X5 3X4 5X5(E3)3X7(E3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x4 SPF Stud; W3,W6 2x3 SPF Stud; W4,W52x4 SPF #1/#2;Rt Slider: 2x4 SPF Stud; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties 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&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 1507 /-/-/547 /68 /159 G 1370 /-/-/509 /50 /- Wind reactions based on MWFRS K Brg Width = 5.0 Min Req =2.4 G Brg Width = -Min Req =- Bearing K is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 193 -1462 D - E 209 -1654 Chords Tens.Comp. E - F 148 -1858 F - G 247 -2075 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 1138 -37 J - I 934 0 Chords Tens.Comp. I - H 934 0 H - G 1449 -59 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 65 -1600 D - H 690 -69 Webs Tens.Comp. H - E 149 -487 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: 24.14 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):0.071 F 999 240 VERT(TL):0.125 F 999 240 HORZ(LL):0.031 H - - HORZ(TL):0.056 H - - Creep Factor: 1.5 Max TC CSI:0.896 Max BC CSI:0.835 Max Web CSI:0.512 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G02 Ply: 1 Qty:3 SEQN:29909 /SPEC FROM: Cust: R7064 JRef:1WYS70640002 T38 / DrwNo:262.20.1818.06028 /GO 09/18/2020 W3 W4 W5 W6 25'8"8 4'10"2 4'10"2 11'11"8 7'1"6 18'11"7 6'11"15 25'8"8 6'9"1 7'3"9 7'3"9 12' 4'8"7 16'7"7 4'7"7 25'3" 8'7"9 25'8"8 5"8 1'5"1'11"159"109'11"10(a) (a)(a) A B C D E F G HIJK 8 12 1.5X3 4X6 4X6 3X4 5X7(R1) 3X7 4X4 1.5X3 3X4 5X5(E3)3X7(E3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x4 SPF Stud; W3,W6 2x3 SPF Stud; W4,W52x4 SPF #1/#2;Rt Slider: 2x4 SPF Stud; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties 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&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 1507 /-/-/547 /68 /159 G 1370 /-/-/509 /50 /- Wind reactions based on MWFRS K Brg Width = 5.0 Min Req =2.4 G Brg Width = -Min Req =- Bearing K is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 193 -1462 D - E 209 -1654 Chords Tens.Comp. E - F 148 -1858 F - G 247 -2075 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 1138 -37 J - I 934 0 Chords Tens.Comp. I - H 934 0 H - G 1449 -59 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 65 -1600 D - H 690 -69 Webs Tens.Comp. H - E 149 -487 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: 24.14 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):0.071 F 999 240 VERT(TL):0.125 F 999 240 HORZ(LL):0.031 H - - HORZ(TL):0.056 H - - Creep Factor: 1.5 Max TC CSI:0.896 Max BC CSI:0.835 Max Web CSI:0.512 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G02 Ply: 1 Qty:3 SEQN:29909 /SPEC FROM: Cust: R7064 JRef:1WYS70640002 T38 / DrwNo:262.20.1818.06028 /GO 09/18/2020 W3 W4 W5 W6 25'8"8 4'10"2 4'10"2 11'11"8 7'1"6 18'11"7 6'11"15 25'8"8 6'9"1 7'3"9 7'3"9 12' 4'8"7 16'7"7 4'7"7 25'3" 8'7"9 25'8"8 5"8 1'5"1'11"159"109'11"10(a) (a)(a) A B C D E F G HIJK 8 12 1.5X3 4X6 4X6 3X4 5X7(R1) 3X7 4X4 1.5X3 3X4 5X5(E3)3X7(E3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 1650f-1.5E;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W1,W6 2x4 SPF Stud; W2,W4,W52x4 SPF #1/#2;Rt Slider: 2x4 SPF #1/#2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties 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&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1509 /-/-/549 /67 /160 H 1378 /-/-/510 /48 /- Wind reactions based on MWFRS M Brg Width = 5.0 Min Req =2.4 H Brg Width = -Min Req =- Bearing M is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 191 -1462 D - E 186 -1518 E - F 221 -3030 Chords Tens.Comp. F - G 171 -3367 G - H 168 -3476 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 1138 -36 L - K 940 0K - J 2687 -77 Chords Tens.Comp. J - I 1790 -60 I - H 2717 -118 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. M - C 64 -1599 D - K 584 -46 K - E 143 -2070 Webs Tens.Comp. J - E 1417 -2 E - I 946 -63 F - I 463 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 24.14 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):0.240 J 999 240 VERT(TL):0.427 J 723 240 HORZ(LL):0.169 I - - HORZ(TL):0.300 I - - Creep Factor: 1.5 Max TC CSI:0.765 Max BC CSI:0.903 Max Web CSI:0.853 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G03 Ply: 1 Qty:4 SEQN:29919 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T4 / DrwNo:262.20.1818.05747 /GO 09/18/2020 T2 W1 W2 W4 W5 W6 25'8"8 4'10"2 4'10"2 11'11"8 7'1"6 18'11"7 6'11"15 23'4"4 4'4"13 25'8"8 2'4"4 7'3"9 7'3"9 15'1"8 7'9"15 17'1"8 2' 23'5"8 6'4" 25'5"8 2' 25'8"8 3" 1'5"1'11"159"101'9'11"10(a) (a)(a) (a) A B C D E F G H IJ KLM 8 12 6 12 1.5X3 4X6 4X6 3X4 5X7(R1) 6X8 6X8 7X8 3X4 5X10(SRS) 4X6 3X5(E3)3X8(E3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2; T2 2x4 SPF 1650f-1.5E;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W1,W6 2x4 SPF Stud; W2,W4,W52x4 SPF #1/#2;Rt Slider: 2x4 SPF #1/#2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties 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&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1509 /-/-/549 /67 /160 H 1378 /-/-/510 /48 /- Wind reactions based on MWFRS M Brg Width = 5.0 Min Req =2.4 H Brg Width = -Min Req =- Bearing M is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 191 -1462 D - E 186 -1518 E - F 221 -3030 Chords Tens.Comp. F - G 171 -3367 G - H 168 -3476 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 1138 -36 L - K 940 0K - J 2687 -77 Chords Tens.Comp. J - I 1790 -60 I - H 2717 -118 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. M - C 64 -1599 D - K 584 -46 K - E 143 -2070 Webs Tens.Comp. J - E 1417 -2 E - I 946 -63 F - I 463 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 24.14 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):0.240 J 999 240 VERT(TL):0.427 J 723 240 HORZ(LL):0.169 I - - HORZ(TL):0.300 I - - Creep Factor: 1.5 Max TC CSI:0.765 Max BC CSI:0.903 Max Web CSI:0.853 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G03 Ply: 1 Qty:4 SEQN:29919 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T4 / DrwNo:262.20.1818.05747 /GO 09/18/2020 T2 W1 W2 W4 W5 W6 25'8"8 4'10"2 4'10"2 11'11"8 7'1"6 18'11"7 6'11"15 23'4"4 4'4"13 25'8"8 2'4"4 7'3"9 7'3"9 15'1"8 7'9"15 17'1"8 2' 23'5"8 6'4" 25'5"8 2' 25'8"8 3" 1'5"1'11"159"101'9'11"10(a) (a)(a) (a) A B C D E F G H IJ KLM 8 12 6 12 1.5X3 4X6 4X6 3X4 5X7(R1) 6X8 6X8 7X8 3X4 5X10(SRS) 4X6 3X5(E3)3X8(E3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Rt Slider: 2x4 SPF Stud; block length = 1.500'Lt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties 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&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1482 /-/-/548 /54 /148 F 1482 /-/-/546 /54 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- F Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 162 -2120 B - C 222 -1855 C - D 221 -1842 Chords Tens.Comp. D - E 160 -2047 E - F 256 -2246 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - I 1627 -72 I - H 1092 0 Chords Tens.Comp. H - G 1092 0 G - F 1603 -69 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 155 -516 I - C 708 -72 Webs Tens.Comp. C - G 683 -71 G - D 151 -483 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: 24.05 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.099 I 999 240 VERT(TL):0.178 I 999 240 HORZ(LL):0.046 G - - HORZ(TL):0.082 G - - Creep Factor: 1.5 Max TC CSI:0.901 Max BC CSI:0.827 Max Web CSI:0.466 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G04 Ply: 1 Qty:3 SEQN:29907 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T51 / DrwNo:262.20.1818.01941 /GO 09/18/2020 W2 W3 27'9" 7'0"1 7'0"1 14' 6'11"15 20'11"15 6'11"15 27'9" 6'9"1 9'4"1 9'4"1 14' 4'7"15 18'7"15 4'7"15 27'3"8 8'7"9 27'9" 5"8 7"10 9"109'11"10(a)(a) A B C D E F GHI 8 12 5X7(B3) 1.5X3 4X4 5X7(R1) 3X7 4X4 1.5X3 3X4 5X5(E3)3X7(E3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Rt Slider: 2x4 SPF Stud; block length = 1.500'Lt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties 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&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1482 /-/-/548 /54 /148 F 1482 /-/-/546 /54 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- F Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 162 -2120 B - C 222 -1855 C - D 221 -1842 Chords Tens.Comp. D - E 160 -2047 E - F 256 -2246 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - I 1627 -72 I - H 1092 0 Chords Tens.Comp. H - G 1092 0 G - F 1603 -69 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 155 -516 I - C 708 -72 Webs Tens.Comp. C - G 683 -71 G - D 151 -483 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: 24.05 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.099 I 999 240 VERT(TL):0.178 I 999 240 HORZ(LL):0.046 G - - HORZ(TL):0.082 G - - Creep Factor: 1.5 Max TC CSI:0.901 Max BC CSI:0.827 Max Web CSI:0.466 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G04 Ply: 1 Qty:3 SEQN:29907 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T51 / DrwNo:262.20.1818.01941 /GO 09/18/2020 W2 W3 27'9" 7'0"1 7'0"1 14' 6'11"15 20'11"15 6'11"15 27'9" 6'9"1 9'4"1 9'4"1 14' 4'7"15 18'7"15 4'7"15 27'3"8 8'7"9 27'9" 5"8 7"10 9"109'11"10(a)(a) A B C D E F GHI 8 12 5X7(B3) 1.5X3 4X4 5X7(R1) 3X7 4X4 1.5X3 3X4 5X5(E3)3X7(E3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties Hanger support required, by others. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1444 /-/-/532 /47 /165 J 1624 /-/-/607 /69 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- J Brg Width = 5.5 Min Req =2.5 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 163 -2116 B - C 223 -1872 Chords Tens.Comp. C - D 222 -1863 D - E 162 -2130 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - I 1640 -44 I - H 1105 0 Chords Tens.Comp. H - G 1105 0 G - E 1630 -42 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 155 -512 I - C 712 -73 Webs Tens.Comp. C - G 698 -71 G - D 154 -503 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: 23.59 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: 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):0.116 G 999 240 VERT(TL):0.205 G 999 240 HORZ(LL):0.061 G - - HORZ(TL):0.108 G - - Creep Factor: 1.5 Max TC CSI:0.733 Max BC CSI:0.858 Max Web CSI:0.463 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G05 Ply: 1 Qty:3 SEQN:29904 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T54 / DrwNo:262.20.1818.04390 /GO 09/18/2020 W2 W3 28' 7'0"1 7'0"1 14' 6'11"15 20'11"15 6'11"15 28' 7'0"1 9'4"1 9'4"1 14'5"8 5'1"7 18'7"15 4'2"7 28' 9'4"1 1'4"8 7"109'11"1010'7"3(a)(a) A B C D E FGHIJ 8 12 5X7(B3) 1.5X3 4X4 5X7(R1) 3X7 4X4 1.5X3 5X7(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties Hanger support required, by others. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1444 /-/-/532 /47 /165 J 1624 /-/-/607 /69 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- J Brg Width = 5.5 Min Req =2.5 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 163 -2116 B - C 223 -1872 Chords Tens.Comp. C - D 222 -1863 D - E 162 -2130 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - I 1640 -44 I - H 1105 0 Chords Tens.Comp. H - G 1105 0 G - E 1630 -42 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 155 -512 I - C 712 -73 Webs Tens.Comp. C - G 698 -71 G - D 154 -503 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: 23.59 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: 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):0.116 G 999 240 VERT(TL):0.205 G 999 240 HORZ(LL):0.061 G - - HORZ(TL):0.108 G - - Creep Factor: 1.5 Max TC CSI:0.733 Max BC CSI:0.858 Max Web CSI:0.463 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G05 Ply: 1 Qty:3 SEQN:29904 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T54 / DrwNo:262.20.1818.04390 /GO 09/18/2020 W2 W3 28' 7'0"1 7'0"1 14' 6'11"15 20'11"15 6'11"15 28' 7'0"1 9'4"1 9'4"1 14'5"8 5'1"7 18'7"15 4'2"7 28' 9'4"1 1'4"8 7"109'11"1010'7"3(a)(a) A B C D E FGHIJ 8 12 5X7(B3) 1.5X3 4X4 5X7(R1) 3X7 4X4 1.5X3 5X7(B3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive 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 1622 /-/-/607 /68 /180 K 1622 /-/-/607 /68 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.5 K Brg Width = 5.5 Min Req =2.5 Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 160 -2126 C - D 220 -1859 Chords Tens.Comp. D - E 220 -1859 E - F 160 -2126 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - J 1626 -38 J - I 1101 0 Chords Tens.Comp. I - H 1101 0 H - F 1626 -41 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - J 154 -503 J - D 698 -72 Webs Tens.Comp. D - H 698 -71 H - E 154 -503 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: 23.59 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: 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):0.118 H 999 240 VERT(TL):0.208 H 999 240 HORZ(LL):0.062 H - - HORZ(TL):0.109 H - - Creep Factor: 1.5 Max TC CSI:0.732 Max BC CSI:0.855 Max Web CSI:0.455 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G06 Ply: 1 Qty:6 SEQN:29896 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T37 / DrwNo:262.20.1818.06168 /GO 09/18/2020 W2 W3 28' 7'0"1 7'0"1 14' 6'11"15 20'11"15 6'11"15 28' 7'0"1 9'4"1 9'4"1 14' 4'7"15 18'7"15 4'7"15 28' 9'4"11'4"8 1'4"8 7"109'11"1010'7"3(a)(a) A B C D E F G HIJ K 8 12 5X7(B3) 1.5X3 4X4 5X7(R1) 3X7 4X4 1.5X3 5X7(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive 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 1622 /-/-/607 /68 /180 K 1622 /-/-/607 /68 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.5 K Brg Width = 5.5 Min Req =2.5 Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 160 -2126 C - D 220 -1859 Chords Tens.Comp. D - E 220 -1859 E - F 160 -2126 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - J 1626 -38 J - I 1101 0 Chords Tens.Comp. I - H 1101 0 H - F 1626 -41 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - J 154 -503 J - D 698 -72 Webs Tens.Comp. D - H 698 -71 H - E 154 -503 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: 23.59 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: 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):0.118 H 999 240 VERT(TL):0.208 H 999 240 HORZ(LL):0.062 H - - HORZ(TL):0.109 H - - Creep Factor: 1.5 Max TC CSI:0.732 Max BC CSI:0.855 Max Web CSI:0.455 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G06 Ply: 1 Qty:6 SEQN:29896 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T37 / DrwNo:262.20.1818.06168 /GO 09/18/2020 W2 W3 28' 7'0"1 7'0"1 14' 6'11"15 20'11"15 6'11"15 28' 7'0"1 9'4"1 9'4"1 14' 4'7"15 18'7"15 4'7"15 28' 9'4"11'4"8 1'4"8 7"109'11"1010'7"3(a)(a) A B C D E F G HIJ K 8 12 5X7(B3) 1.5X3 4X4 5X7(R1) 3X7 4X4 1.5X3 5X7(B3) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3,M16 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 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. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentlive 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 otherrequirements. For wind loads applied to the face of the gablestuds: The Building Designer shall provide out-of-plane restraints to effectively transfer thewind loads to the building's diaphragms. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*200 /-/-/75 /8 /17 AW1080 /-/-/452 /47 /- Wind reactions based on MWFRS B Brg Width = 129 Min Req =- AW Brg Width = 5.5 Min Req =1.7 Bearings B & AW are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. N - R 200 -922 Chords Tens.Comp. R - S 101 -1195 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. U - S 858 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AA- N 0 -926 N - U 829 -114 Webs Tens.Comp. U - R 135 -461 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: 23.59 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: 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):0.072 P 999 240 VERT(TL):0.126 P 999 240 HORZ(LL):-0.026 P - - HORZ(TL):-0.046 P - - Creep Factor: 1.5 Max TC CSI:0.749 Max BC CSI:0.675 Max Web CSI:0.427 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G07 Ply: 1 Qty:1 SEQN:29902 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T14 / DrwNo:262.20.1818.04078 /GO 09/18/2020 W2 W3 M16 28' 8" 1'4" (TYP) 7'0"1 7'0"1 14' 6'11"15 20'11"15 6'11"15 28' 7'0"1 9'4"1 9'4"1 18'7"15 9'3"15 28' 9'4"11'4"8 1'4"8 7"109'11"1010'7"3(a)(a)(a) A B H N R S TUWAAAW 8 12 3X5(B2)3X4 6X8 5X5 4X4 3X7(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3,M16 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 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. Topchord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentlive 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 otherrequirements. For wind loads applied to the face of the gablestuds: The Building Designer shall provide out-of-plane restraints to effectively transfer thewind loads to the building's diaphragms. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*200 /-/-/75 /8 /17 AW1080 /-/-/452 /47 /- Wind reactions based on MWFRS B Brg Width = 129 Min Req =- AW Brg Width = 5.5 Min Req =1.7 Bearings B & AW are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. N - R 200 -922 Chords Tens.Comp. R - S 101 -1195 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. U - S 858 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AA- N 0 -926 N - U 829 -114 Webs Tens.Comp. U - R 135 -461 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: 23.59 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: 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):0.072 P 999 240 VERT(TL):0.126 P 999 240 HORZ(LL):-0.026 P - - HORZ(TL):-0.046 P - - Creep Factor: 1.5 Max TC CSI:0.749 Max BC CSI:0.675 Max Web CSI:0.427 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:G07 Ply: 1 Qty:1 SEQN:29902 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T14 / DrwNo:262.20.1818.04078 /GO 09/18/2020 W2 W3 M16 28' 8" 1'4" (TYP) 7'0"1 7'0"1 14' 6'11"15 20'11"15 6'11"15 28' 7'0"1 9'4"1 9'4"1 18'7"15 9'3"15 28' 9'4"11'4"8 1'4"8 7"109'11"1010'7"3(a)(a)(a) A B H N R S TUWAAAW 8 12 3X5(B2)3X4 6X8 5X5 4X4 3X7(A2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. .Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*121 /-/-/41 /4 /7 Wind reactions based on MWFRS P Brg Width = 211 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: 21.87 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 I 999 240 VERT(TL):0.002 I 999 240 HORZ(LL):-0.002 E - - HORZ(TL):-0.003 E - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.034 Max Web CSI:0.142 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:H01 Ply: 1 Qty:1 SEQN:29938 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T12 / DrwNo:262.20.1818.02549 /GO 09/18/2020 17'8" 10" 1'4"(TYP) 8'10" 8'10" 17'8" 8'10" 17'8" 17'8"1'4"8 1'4"8 7"106'6"57'1"14A B I P Q 8 12 3X5(B2) 4X4 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. .Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*121 /-/-/41 /4 /7 Wind reactions based on MWFRS P Brg Width = 211 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: 21.87 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 I 999 240 VERT(TL):0.002 I 999 240 HORZ(LL):-0.002 E - - HORZ(TL):-0.003 E - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.034 Max Web CSI:0.142 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:H01 Ply: 1 Qty:1 SEQN:29938 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T12 / DrwNo:262.20.1818.02549 /GO 09/18/2020 17'8" 10" 1'4"(TYP) 8'10" 8'10" 17'8" 8'10" 17'8" 17'8"1'4"8 1'4"8 7"106'6"57'1"14A B I P Q 8 12 3X5(B2) 4X4 3X5(B2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1070 /-/-/403 /35 /123 I 1070 /-/-/403 /35 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.7 I Brg Width = 5.5 Min Req =1.7 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 107 -1259 C - D 98 -941 Chords Tens.Comp. D - E 98 -941 E - F 106 -1259 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - H 948 -16 Chords Tens.Comp. H - F 948 -20 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 521 -31 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.87 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):0.052 H 999 240 VERT(TL):0.091 H 999 240 HORZ(LL):0.029 H - - HORZ(TL):0.050 H - - Creep Factor: 1.5 Max TC CSI:0.411 Max BC CSI:0.750 Max Web CSI:0.314 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:H02 Ply: 1 Qty:2 SEQN:29944 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T24 / DrwNo:262.20.1818.02300 /GO 09/18/2020 17'8" 4'5"1 4'5"1 8'10" 4'4"15 13'2"15 4'4"15 17'8" 4'5"1 8'10" 8'10" 17'8" 8'10"1'4"8 1'4"8 7"106'6"57'1"14A B C D E F GHI 8 12 3X7(B4) 1.5X3 4X5 3X7 1.5X3 3X7(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1070 /-/-/403 /35 /123 I 1070 /-/-/403 /35 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.7 I Brg Width = 5.5 Min Req =1.7 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 107 -1259 C - D 98 -941 Chords Tens.Comp. D - E 98 -941 E - F 106 -1259 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - H 948 -16 Chords Tens.Comp. H - F 948 -20 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 521 -31 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 21.87 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):0.052 H 999 240 VERT(TL):0.091 H 999 240 HORZ(LL):0.029 H - - HORZ(TL):0.050 H - - Creep Factor: 1.5 Max TC CSI:0.411 Max BC CSI:0.750 Max Web CSI:0.314 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:H02 Ply: 1 Qty:2 SEQN:29944 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T24 / DrwNo:262.20.1818.02300 /GO 09/18/2020 17'8" 4'5"1 4'5"1 8'10" 4'4"15 13'2"15 4'4"15 17'8" 4'5"1 8'10" 8'10" 17'8" 8'10"1'4"8 1'4"8 7"106'6"57'1"14A B C D E F GHI 8 12 3X7(B4) 1.5X3 4X5 3X7 1.5X3 3X7(A2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. 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 Width = 144 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:0.191 Max BC CSI:0.032 Max Web CSI:0.080 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:I01 Ply: 1 Qty:1 SEQN:29946 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T22 / DrwNo:262.20.1818.06513 /GO 09/18/2020 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 DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Gable end supports 8" max rake overhang. Topchord must not be cut or notched. 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 Width = 144 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:0.191 Max BC CSI:0.032 Max Web CSI:0.080 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:I01 Ply: 1 Qty:1 SEQN:29946 /GABL FROM: Cust: R7064 JRef:1WYS70640002 T22 / DrwNo:262.20.1818.06513 /GO 09/18/2020 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) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 767 /-/-/292 /23 /93 G 767 /-/-/292 /23 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 70 -739 Chords Tens.Comp. C - D 71 -739 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 498 0 Chords Tens.Comp. F - D 498 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 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):0.012 F 999 240 VERT(TL):0.020 F 999 240 HORZ(LL):0.007 F - - HORZ(TL):0.012 F - - Creep Factor: 1.5 Max TC CSI:0.448 Max BC CSI:0.309 Max Web CSI:0.147 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:I02 Ply: 1 Qty:1 SEQN:29948 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T13 / DrwNo:262.20.1818.05076 /GO 09/18/2020 12' 6' 6' 12' 6' 6' 6' 12' 6'1'4"8 1'4"8 7"104'7"105'3"3A B C D EFG 8 12 3X5(B2) 4X5(R1) 2X3 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 767 /-/-/292 /23 /93 G 767 /-/-/292 /23 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 70 -739 Chords Tens.Comp. C - D 71 -739 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 498 0 Chords Tens.Comp. F - D 498 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 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):0.012 F 999 240 VERT(TL):0.020 F 999 240 HORZ(LL):0.007 F - - HORZ(TL):0.012 F - - Creep Factor: 1.5 Max TC CSI:0.448 Max BC CSI:0.309 Max Web CSI:0.147 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:I02 Ply: 1 Qty:1 SEQN:29948 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T13 / DrwNo:262.20.1818.05076 /GO 09/18/2020 12' 6' 6' 12' 6' 6' 6' 12' 6'1'4"8 1'4"8 7"104'7"105'3"3A B C D EFG 8 12 3X5(B2) 4X5(R1) 2X3 3X5(B2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud;Lt Wedge: 2x4 SPF Stud;Rt Wedge: 2x4 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 87 plf at -1.38 to 87 plf at 12.00BC: From 5 plf at -1.38 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.40BC: From 10 plf at 2.40 to 10 plf at 12.00BC: 1482 lb Conc. Load at 2.40, 4.40BC: 1444 lb Conc. Load at 6.40, 8.40,10.40 Wind Wind loads and reactions based on MWFRS. Verify all loading before manufacturing truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 4159 /-/-/-/172 /- I 4449 /-/-/-/172 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.7 I Brg Width = 5.5 Min Req =1.8 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 109 -2665 C - D 100 -2591 Chords Tens.Comp. D - E 102 -2640 E - F 111 -2711 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - H 2138 -84 H - G 1569 -61 Chords Tens.Comp. G - F 2185 -86 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. H - D 1413 -44 Webs Tens.Comp. D - G 1508 -48 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: 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: 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):0.065 G 999 240 VERT(TL):0.110 G 999 240 HORZ(LL):0.020 C - - HORZ(TL):0.034 C - - Creep Factor: 1.5 Max TC CSI:0.576 Max BC CSI:0.329 Max Web CSI:0.908 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:I03 Ply: 2 Qty:1 SEQN:29950 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T5 / DrwNo:262.20.1818.04983 /GO 09/18/2020 2 Complete Trusses Required 12' 3'1"9 3'1"9 6' 2'10"7 8'10"7 2'10"7 12' 3'1"9 4'1"1 4'1"1 7'10"15 3'9"15 12' 4'1"11'4"8 7"104'7"105'3"3A B C D E F GH I 8 12 5X7(B8R) 1.5X3 4X8 4X8 4X8 1.5X3 5X7(B8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud;Lt Wedge: 2x4 SPF Stud;Rt Wedge: 2x4 SPF Stud; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 87 plf at -1.38 to 87 plf at 12.00BC: From 5 plf at -1.38 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.40BC: From 10 plf at 2.40 to 10 plf at 12.00BC: 1482 lb Conc. Load at 2.40, 4.40BC: 1444 lb Conc. Load at 6.40, 8.40,10.40 Wind Wind loads and reactions based on MWFRS. Verify all loading before manufacturing truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 4159 /-/-/-/172 /- I 4449 /-/-/-/172 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.7 I Brg Width = 5.5 Min Req =1.8 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 109 -2665 C - D 100 -2591 Chords Tens.Comp. D - E 102 -2640 E - F 111 -2711 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - H 2138 -84 H - G 1569 -61 Chords Tens.Comp. G - F 2185 -86 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. H - D 1413 -44 Webs Tens.Comp. D - G 1508 -48 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: 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: 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):0.065 G 999 240 VERT(TL):0.110 G 999 240 HORZ(LL):0.020 C - - HORZ(TL):0.034 C - - Creep Factor: 1.5 Max TC CSI:0.576 Max BC CSI:0.329 Max Web CSI:0.908 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:I03 Ply: 2 Qty:1 SEQN:29950 /COMN FROM: Cust: R7064 JRef:1WYS70640002 T5 / DrwNo:262.20.1818.04983 /GO 09/18/2020 2 Complete Trusses Required 12' 3'1"9 3'1"9 6' 2'10"7 8'10"7 2'10"7 12' 3'1"9 4'1"1 4'1"1 7'10"15 3'9"15 12' 4'1"11'4"8 7"104'7"105'3"3A B C D E F GH I 8 12 5X7(B8R) 1.5X3 4X8 4X8 4X8 1.5X3 5X7(B8R) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. 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 R*118 /-/-/40 /-/6 Wind reactions based on MWFRS R Brg Width = 260 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: 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 J 999 240 VERT(TL):0.003 J 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.003 L - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.037 Max Web CSI:0.202 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:J01 Ply: 1 Qty:1 SEQN:31610 GABL FROM: Cust: R7064 JRef:1WYS70640002 T50 DrwNo:265.20.0703.49197 /GO 09/21/2020 21'8" 1'6" 1'4"(TYP) 10'10" 10'10" 21'8" 10'10" 21'8" 21'8"1'4"8 1'4"8 7"37'9"148'5"14A B J R S AB 8 12 3X5(B2)3X5 4X4 3X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. 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 R*118 /-/-/40 /-/6 Wind reactions based on MWFRS R Brg Width = 260 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: 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 J 999 240 VERT(TL):0.003 J 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.003 L - - Creep Factor: 1.5 Max TC CSI:0.191 Max BC CSI:0.037 Max Web CSI:0.202 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:J01 Ply: 1 Qty:1 SEQN:31610 GABL FROM: Cust: R7064 JRef:1WYS70640002 T50 DrwNo:265.20.0703.49197 /GO 09/21/2020 21'8" 1'6" 1'4"(TYP) 10'10" 10'10" 21'8" 10'10" 21'8" 21'8"1'4"8 1'4"8 7"37'9"148'5"14A B J R S AB 8 12 3X5(B2)3X5 4X4 3X5(B2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive 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 1283 /-/-/479 /-/132 K 1283 /-/-/479 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.0 K Brg Width = 5.5 Min Req =2.0 Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 121 -1607 C - D 167 -1400 Chords Tens.Comp. D - E 166 -1400 E - F 120 -1607 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - J 1220 -20 J - I 837 0 Chords Tens.Comp. I - H 837 0 H - F 1220 -24 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - D 513 -54 Webs Tens.Comp. D - H 512 -53 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.074 J 999 240 VERT(TL):0.130 J 999 240 HORZ(LL):0.041 H - - HORZ(TL):0.071 H - - Creep Factor: 1.5 Max TC CSI:0.540 Max BC CSI:0.655 Max Web CSI:0.218 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:J02 Ply: 1 Qty:5 SEQN:31612 COMN FROM: Cust: R7064 JRef:1WYS70640002 T40 DrwNo:265.20.0703.52513 /GO 09/21/2020 W2 W3 21'8" 5'5"6 5'5"6 10'10" 5'4"10 16'2"10 5'4"10 21'8" 5'5"6 7'2"15 7'2"15 10' 2'9"1 14'5"1 4'5"1 21'8" 7'2"151'4"8 1'4"8 7"37'9"148'5"14(a)(a) A B C D E F GHIJK 8 12 3X7(B4) 1.5X3 3X4 3X5 4X6 3X4 1.5X3 3X7(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; W2,W3 2x4 SPF #1/#2;Lt Wedge: 2x3 SPF Stud;Rt Wedge: 2x3 SPF Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentlive 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 1283 /-/-/479 /-/132 K 1283 /-/-/479 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.0 K Brg Width = 5.5 Min Req =2.0 Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 121 -1607 C - D 167 -1400 Chords Tens.Comp. D - E 166 -1400 E - F 120 -1607 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - J 1220 -20 J - I 837 0 Chords Tens.Comp. I - H 837 0 H - F 1220 -24 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - D 513 -54 Webs Tens.Comp. D - H 512 -53 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.074 J 999 240 VERT(TL):0.130 J 999 240 HORZ(LL):0.041 H - - HORZ(TL):0.071 H - - Creep Factor: 1.5 Max TC CSI:0.540 Max BC CSI:0.655 Max Web CSI:0.218 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:J02 Ply: 1 Qty:5 SEQN:31612 COMN FROM: Cust: R7064 JRef:1WYS70640002 T40 DrwNo:265.20.0703.52513 /GO 09/21/2020 W2 W3 21'8" 5'5"6 5'5"6 10'10" 5'4"10 16'2"10 5'4"10 21'8" 5'5"6 7'2"15 7'2"15 10' 2'9"1 14'5"1 4'5"1 21'8" 7'2"151'4"8 1'4"8 7"37'9"148'5"14(a)(a) A B C D E F GHIJK 8 12 3X7(B4) 1.5X3 3X4 3X5 4X6 3X4 1.5X3 3X7(A2) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF 1650f-1.5E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3,W4 2x4 SPF #1/#2;Lt Wedge: 2x8 SP 2400f-2.0E;Rt Wedge: 2x8 SP 2400f-2.0E; Nailnote Nail Schedule:0.128"x3", min. nailsTop 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 0.00 to 87 plf at 21.67 BC: From 10 plf at 0.00 to 10 plf at 21.67BC: 1602 lb Conc. Load at 0.73, 2.60, 4.60, 6.60BC: 1600 lb Conc. Load at 8.60,10.60,12.60,14.6016.60,18.60,20.60 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 10035 /-/-/260 /-/- L 9669 /-/-/249 /-/- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =4.2 L Brg Width = 5.5 Min Req =4.0 Bearings K & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -6365 B - C 0 -5108 Chords Tens.Comp. C - D 0 -5105 D - E 0 -6346 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - J 5251 0 J - I 4913 0 I - H 3444 0 Chords Tens.Comp. H - G 3444 0 G - F 4902 0 F - E 5236 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - B 1386 0B - I 0 -1104 I - C 2781 0 Webs Tens.Comp. C - G 2772 0G - D 0 -1091 D - F 1366 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 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):0.183 I 999 240 VERT(TL):0.312 I 821 240 HORZ(LL):0.058 B - - HORZ(TL):0.099 B - - Creep Factor: 1.5 Max TC CSI:0.657 Max BC CSI:0.586 Max Web CSI:0.835 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:J03 Ply: 2 Qty:1 SEQN:31636 COMN FROM: Cust: R7064 JRef:1WYS70640002 T25 DrwNo:265.20.0704.51380 /GO 09/21/2020 2 Complete Trusses Required W3 W4 21'8" 5'6"6 5'6"6 10'10" 5'3"10 16'1"10 5'3"10 21'8" 5'6"6 4'6"4 4'6"4 8'8"12 4'2"8 10' 1'3"4 12'11"4 2'11"4 17'1"12 4'2"8 21'8" 4'6"4 7"37'9"14A B C D E FGHIJK L 8 12 8X12(B12R) 3X8 5X7(**) 4X12 5X5 7X8 4X12 5X7(**) 3X8 8X12(B12R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF 1650f-1.5E;Bot chord: 2x6 SP 2700f-2.2E; Webs: 2x3 SPF Stud; W3,W4 2x4 SPF #1/#2;Lt Wedge: 2x8 SP 2400f-2.0E;Rt Wedge: 2x8 SP 2400f-2.0E; Nailnote Nail Schedule:0.128"x3", min. nailsTop 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 0.00 to 87 plf at 21.67 BC: From 10 plf at 0.00 to 10 plf at 21.67BC: 1602 lb Conc. Load at 0.73, 2.60, 4.60, 6.60BC: 1600 lb Conc. Load at 8.60,10.60,12.60,14.6016.60,18.60,20.60 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 10035 /-/-/260 /-/- L 9669 /-/-/249 /-/- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =4.2 L Brg Width = 5.5 Min Req =4.0 Bearings K & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -6365 B - C 0 -5108 Chords Tens.Comp. C - D 0 -5105 D - E 0 -6346 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - J 5251 0 J - I 4913 0 I - H 3444 0 Chords Tens.Comp. H - G 3444 0 G - F 4902 0 F - E 5236 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - B 1386 0B - I 0 -1104 I - C 2781 0 Webs Tens.Comp. C - G 2772 0G - D 0 -1091 D - F 1366 0 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 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):0.183 I 999 240 VERT(TL):0.312 I 821 240 HORZ(LL):0.058 B - - HORZ(TL):0.099 B - - Creep Factor: 1.5 Max TC CSI:0.657 Max BC CSI:0.586 Max Web CSI:0.835 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:J03 Ply: 2 Qty:1 SEQN:31636 COMN FROM: Cust: R7064 JRef:1WYS70640002 T25 DrwNo:265.20.0704.51380 /GO 09/21/2020 2 Complete Trusses Required W3 W4 21'8" 5'6"6 5'6"6 10'10" 5'3"10 16'1"10 5'3"10 21'8" 5'6"6 4'6"4 4'6"4 8'8"12 4'2"8 10' 1'3"4 12'11"4 2'11"4 17'1"12 4'2"8 21'8" 4'6"4 7"37'9"14A B C D E FGHIJK L 8 12 8X12(B12R) 3X8 5X7(**) 4X12 5X5 7X8 4X12 5X7(**) 3X8 8X12(B12R) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /3 /5 Wind reactions based on MWFRS E Brg Width = 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 108 -390 Webs Tens.Comp. F - D 108 -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: 23.74 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 F 999 240 VERT(TL):0.012 F 999 240 HORZ(LL):-0.003 F - - HORZ(TL):-0.006 F - - Creep Factor: 1.5 Max TC CSI:0.329 Max BC CSI:0.110 Max Web CSI:0.216 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V01 Ply: 1 Qty:1 SEQN:29732 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T36 / DrwNo:262.20.1818.05950 /GO 09/18/2020 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 DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /3 /5 Wind reactions based on MWFRS E Brg Width = 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 108 -390 Webs Tens.Comp. F - D 108 -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: 23.74 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 F 999 240 VERT(TL):0.012 F 999 240 HORZ(LL):-0.003 F - - HORZ(TL):-0.006 F - - Creep Factor: 1.5 Max TC CSI:0.329 Max BC CSI:0.110 Max Web CSI:0.216 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V01 Ply: 1 Qty:1 SEQN:29732 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T36 / DrwNo:262.20.1818.05950 /GO 09/18/2020 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) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/37 /3 /5 Wind reactions based on MWFRS C Brg Width = 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 -75 Chords Tens.Comp. B - C 524 -75 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - D 134 -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: 24.41 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 D 999 240 VERT(TL):0.063 D 999 240 HORZ(LL):-0.018 D - - HORZ(TL):-0.032 D - - Creep Factor: 1.5 Max TC CSI:0.610 Max BC CSI:0.375 Max Web CSI:0.390 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V02 Ply: 1 Qty:1 SEQN:29727 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T39 / DrwNo:262.20.1818.01972 /GO 09/18/2020 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 DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/37 /3 /5 Wind reactions based on MWFRS C Brg Width = 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 -75 Chords Tens.Comp. B - C 524 -75 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - D 134 -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: 24.41 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 D 999 240 VERT(TL):0.063 D 999 240 HORZ(LL):-0.018 D - - HORZ(TL):-0.032 D - - Creep Factor: 1.5 Max TC CSI:0.610 Max BC CSI:0.375 Max Web CSI:0.390 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V02 Ply: 1 Qty:1 SEQN:29727 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T39 / DrwNo:262.20.1818.01972 /GO 09/18/2020 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) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/36 /3 /5 Wind reactions based on MWFRS C Brg Width = 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 68 -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: 25.08 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 D 999 240 VERT(TL):0.017 D 999 240 HORZ(LL):-0.005 D - - HORZ(TL):-0.009 D - - Creep Factor: 1.5 Max TC CSI:0.245 Max BC CSI:0.151 Max Web CSI:0.147 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V03 Ply: 1 Qty:1 SEQN:29723 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T43 / DrwNo:262.20.1818.03423 /GO 09/18/2020 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 DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/36 /3 /5 Wind reactions based on MWFRS C Brg Width = 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 68 -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: 25.08 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 D 999 240 VERT(TL):0.017 D 999 240 HORZ(LL):-0.005 D - - HORZ(TL):-0.009 D - - Creep Factor: 1.5 Max TC CSI:0.245 Max BC CSI:0.151 Max Web CSI:0.147 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V03 Ply: 1 Qty:1 SEQN:29723 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T43 / DrwNo:262.20.1818.03423 /GO 09/18/2020 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) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*106 /-/-/35 /1 /4 Wind reactions based on MWFRS C Brg Width = 43.9 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: 25.74 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):0.004 999 240 VERT(TL):0.007 999 240 HORZ(LL):-0.002 - - HORZ(TL):-0.003 - - Creep Factor: 1.5 Max TC CSI:0.068 Max BC CSI:0.103 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V04 Ply: 1 Qty:1 SEQN:29731 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T44 / DrwNo:262.20.1818.06090 /GO 09/18/2020 3'7"15 1'10" 1'10" 3'7"15 1'10" 3'7"15 3'7"15 0"41'2"14A B C 8 12 3X4(D1) 3X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*106 /-/-/35 /1 /4 Wind reactions based on MWFRS C Brg Width = 43.9 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: 25.74 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):0.004 999 240 VERT(TL):0.007 999 240 HORZ(LL):-0.002 - - HORZ(TL):-0.003 - - Creep Factor: 1.5 Max TC CSI:0.068 Max BC CSI:0.103 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V04 Ply: 1 Qty:1 SEQN:29731 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T44 / DrwNo:262.20.1818.06090 /GO 09/18/2020 3'7"15 1'10" 1'10" 3'7"15 1'10" 3'7"15 3'7"15 0"41'2"14A B C 8 12 3X4(D1) 3X4 3X4(D1) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/36 /1 /5 Wind reactions based on MWFRS C Brg Width = 93.9 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 71 -453 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.22 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 D 999 240 VERT(TL):0.019 D 999 240 HORZ(LL):-0.005 D - - HORZ(TL):-0.010 D - - Creep Factor: 1.5 Max TC CSI:0.257 Max BC CSI:0.158 Max Web CSI:0.153 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V05 Ply: 1 Qty:1 SEQN:27626 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T30 / DrwNo:262.20.1818.02705 /GO 09/18/2020 7'9"15 3'11" 3'11" 7'9"15 3'11" 3'11" 3'11" 7'9"15 3'11" 0"42'7"9A B C D 8 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/36 /1 /5 Wind reactions based on MWFRS C Brg Width = 93.9 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 71 -453 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.22 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 D 999 240 VERT(TL):0.019 D 999 240 HORZ(LL):-0.005 D - - HORZ(TL):-0.010 D - - Creep Factor: 1.5 Max TC CSI:0.257 Max BC CSI:0.158 Max Web CSI:0.153 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V05 Ply: 1 Qty:1 SEQN:27626 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T30 / DrwNo:262.20.1818.02705 /GO 09/18/2020 7'9"15 3'11" 3'11" 7'9"15 3'11" 3'11" 3'11" 7'9"15 3'11" 0"42'7"9A B C D 8 12 3X4(D1) 4X4 1.5X3 3X4(D1) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*106 /-/-/35 /-/4 Wind reactions based on MWFRS C Brg Width = 45.9 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.88 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):0.005 999 240 VERT(TL):0.008 999 240 HORZ(LL):-0.002 - - HORZ(TL):-0.004 - - Creep Factor: 1.5 Max TC CSI:0.075 Max BC CSI:0.110 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V06 Ply: 1 Qty:1 SEQN:27623 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T31 / DrwNo:262.20.1818.01334 /GO 09/18/2020 3'9"15 1'11" 1'11" 3'9"15 1'11" 3'9"15 3'9"15 0"41'3"9A B C 8 12 3X4(D1) 3X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*106 /-/-/35 /-/4 Wind reactions based on MWFRS C Brg Width = 45.9 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 22.88 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):0.005 999 240 VERT(TL):0.008 999 240 HORZ(LL):-0.002 - - HORZ(TL):-0.004 - - Creep Factor: 1.5 Max TC CSI:0.075 Max BC CSI:0.110 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V06 Ply: 1 Qty:1 SEQN:27623 /VAL FROM: Cust: R7064 JRef:1WYS70640002 T31 / DrwNo:262.20.1818.01334 /GO 09/18/2020 3'9"15 1'11" 1'11" 3'9"15 1'11" 3'9"15 3'9"15 0"41'3"9A B C 8 12 3X4(D1) 3X4 3X4(D1) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /-/5 Wind reactions based on MWFRS E Brg Width = 206 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 114 -422 Webs Tens.Comp. F - D 114 -422 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.013 F 999 240 VERT(TL):0.024 F 999 240 HORZ(LL):-0.007 F - - HORZ(TL):-0.012 F - - Creep Factor: 1.5 Max TC CSI:0.365 Max BC CSI:0.140 Max Web CSI:0.305 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V07 Ply: 1 Qty:1 SEQN:31196 VAL FROM: Cust: R7064 JRef:1WYS70640002 T28 DrwNo:265.20.0705.01363 /GO 09/21/2020 17'2"7 4'7"4 4'(TYP) 8'7"4 8'7"4 17'2"7 8'7"4 17'2"7 17'2"7 0"45'9"1A 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 DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /-/5 Wind reactions based on MWFRS E Brg Width = 206 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 114 -422 Webs Tens.Comp. F - D 114 -422 Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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):0.013 F 999 240 VERT(TL):0.024 F 999 240 HORZ(LL):-0.007 F - - HORZ(TL):-0.012 F - - Creep Factor: 1.5 Max TC CSI:0.365 Max BC CSI:0.140 Max Web CSI:0.305 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V07 Ply: 1 Qty:1 SEQN:31196 VAL FROM: Cust: R7064 JRef:1WYS70640002 T28 DrwNo:265.20.0705.01363 /GO 09/21/2020 17'2"7 4'7"4 4'(TYP) 8'7"4 8'7"4 17'2"7 8'7"4 17'2"7 17'2"7 0"45'9"1A B C D E FGH 8 12 3X4(D1) 1.5X3 1.5X3 4X4 1.5X3 1.5X3 1.5X3 3X4(D1) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /-/5 Wind reactions based on MWFRS E Brg Width = 158 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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 C 999 240 VERT(TL):0.003 C 999 240 HORZ(LL):-0.001 H - - HORZ(TL):-0.002 H - - Creep Factor: 1.5 Max TC CSI:0.259 Max BC CSI:0.124 Max Web CSI:0.127 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V08 Ply: 1 Qty:1 SEQN:31191 VAL FROM: Cust: R7064 JRef:1WYS70640002 T34 DrwNo:265.20.0705.04043 /GO 09/21/2020 13'2"7 2'7"4 4' (TYP) 6'7"4 6'7"4 13'2"7 6'7"4 13'2"7 13'2"7 0"44'5"1A 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 DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*107 /-/-/37 /-/5 Wind reactions based on MWFRS E Brg Width = 158 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:35.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:52.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.15 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 0.91 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 C 999 240 VERT(TL):0.003 C 999 240 HORZ(LL):-0.001 H - - HORZ(TL):-0.002 H - - Creep Factor: 1.5 Max TC CSI:0.259 Max BC CSI:0.124 Max Web CSI:0.127 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V08 Ply: 1 Qty:1 SEQN:31191 VAL FROM: Cust: R7064 JRef:1WYS70640002 T34 DrwNo:265.20.0705.04043 /GO 09/21/2020 13'2"7 2'7"4 4' (TYP) 6'7"4 6'7"4 13'2"7 6'7"4 13'2"7 13'2"7 0"44'5"1A B C D E FGH 8 12 3X4(D1) 1.5X3 1.5X3 4X4 1.5X3 1.5X3 1.5X3 3X4(D1) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/36 /-/4 Wind reactions based on MWFRS C Brg Width = 110 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 92 -585 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: 15.52 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):0.017 D 999 240 VERT(TL):0.031 D 999 240 HORZ(LL):-0.009 D - - HORZ(TL):-0.016 D - - Creep Factor: 1.5 Max TC CSI:0.366 Max BC CSI:0.225 Max Web CSI:0.213 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V09 Ply: 1 Qty:1 SEQN:31194 VAL FROM: Cust: R7064 JRef:1WYS70640002 T41 DrwNo:265.20.0705.07507 /GO 09/21/2020 9'2"7 4'7"4 4'7"4 9'2"7 4'7"4 4'7"4 4'7"4 9'2"7 4'7"4 0"43'1"1A B C D 8 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*107 /-/-/36 /-/4 Wind reactions based on MWFRS C Brg Width = 110 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 92 -585 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: 15.52 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):0.017 D 999 240 VERT(TL):0.031 D 999 240 HORZ(LL):-0.009 D - - HORZ(TL):-0.016 D - - Creep Factor: 1.5 Max TC CSI:0.366 Max BC CSI:0.225 Max Web CSI:0.213 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V09 Ply: 1 Qty:1 SEQN:31194 VAL FROM: Cust: R7064 JRef:1WYS70640002 T41 DrwNo:265.20.0705.07507 /GO 09/21/2020 9'2"7 4'7"4 4'7"4 9'2"7 4'7"4 4'7"4 4'7"4 9'2"7 4'7"4 0"43'1"1A B C D 8 12 3X4(D1) 4X4 1.5X3 3X4(D1) 09/21/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*106 /-/-/36 /-/4 Wind reactions based on MWFRS C Brg Width = 62.4 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: 16.18 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):0.003 D 999 240 VERT(TL):0.005 D 999 240 HORZ(LL):-0.002 D - - HORZ(TL):-0.003 D - - Creep Factor: 1.5 Max TC CSI:0.094 Max BC CSI:0.063 Max Web CSI:0.075 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V10 Ply: 1 Qty:1 SEQN:31198 VAL FROM: Cust: R7064 JRef:1WYS70640002 T49 DrwNo:265.20.0705.13447 /GO 09/21/2020 5'2"7 2'7"4 2'7"4 5'2"7 2'7"4 2'7"4 2'7"4 5'2"7 2'7"4 0"41'9"1A B C D 8 12 3X4(D1) 4X4 1.5X3 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2820 N. Great Southwest ParkwayGrand Prairie, TX 75050 Lumber Top chord: 2x4 SPF #1/#2;Bot chord: 2x4 SPF #1/#2; Webs: 2x3 SPF Stud; Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*106 /-/-/36 /-/4 Wind reactions based on MWFRS C Brg Width = 62.4 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: 16.18 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):0.003 D 999 240 VERT(TL):0.005 D 999 240 HORZ(LL):-0.002 D - - HORZ(TL):-0.003 D - - Creep Factor: 1.5 Max TC CSI:0.094 Max BC CSI:0.063 Max Web CSI:0.075 VIEW Ver: 19.02.02B.0122.15 Job Number:8586 San Fran Loft Truss Label:V10 Ply: 1 Qty:1 SEQN:31198 VAL FROM: Cust: R7064 JRef:1WYS70640002 T49 DrwNo:265.20.0705.13447 /GO 09/21/2020 5'2"7 2'7"4 2'7"4 5'2"7 2'7"4 2'7"4 2'7"4 5'2"7 2'7"4 0"41'9"1A B C D 8 12 3X4(D1) 4X4 1.5X3 3X4(D1) 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 514 Earth City Expressway Suite 242 Earth City, MO 63045 09/21/2020 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:1-1-20 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, 2020. 2020 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 2020© City: ofSheet: Drawing Date: Project Number: 150 0.001 January 1, 2020 S0 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 151 0.001 January 1, 2020 S1 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST 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. COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 152 0.001 January 1, 2020 S2 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 153 0.001 January 1, 2020 S3 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 154 0.001 January 1, 2020 S4 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 155 0.001 January 1, 2020 S5 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0"1'-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) COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 156 0.001 January 1, 2020 S6 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT 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 GENERAL STRIP FOOTING SIZE GUIDE ONE-STORY STRUCTURE 16" WIDE x 8" THICK 20" WIDE x 8" THICK TWO-STORY STRUCTURE 20" WIDE x 8" THICK 26" WIDE x 8" THICK 2000 PSF SOIL 1500 PSF NOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNER AND IS BASED ON 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 157 0.001 January 1, 2020 S7 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 158 0.001 January 1, 2020 S8 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 159 0.001 January 1, 2020 S9 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 1510 0.001 January 1, 2020 S10 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 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 2020© City: ofSheet: Drawing Date: Project Number: 1511 0.001 January 1, 2020 S11 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 1512 0.001 January 1, 2020 S12 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 1513 0.001 January 1, 2020 S13 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 10'-0" MAX3'-8" MAX2'-6" MIN OPENING1'-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 2020© City: ofSheet: Drawing Date: Project Number: 1514 0.001 January 1, 2020 S14 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 10'-0" MAX TO T.O.S.1'-8" MAXFLASHING & WOOD PROTECTION BY OTHERS FLOOR FRAMING OR BLOCKING FLOOR CONNECTION SEE S10 & S11 C.I.P. CONCRETE WALL SEE ADJACENT PLANS FOR THICKNESS & MAXIMUM WALL LENGTHS SEE FULL HEIGHT WALL SECTION S7 FOR REINFORCING STOOP SLAB BY OTHERS13'-6" @ 10" WALL 3'-0" MIN.10'-6" @ 8" WALL 13'-6" @ 10" WALL 3'-0" MIN.10'-6" @ 8" WALL 13'-6" @ 10" WALL 10'-6" @ 8" WALL 13'-6" @ 10" WALL 3'-0" MIN.10'-6" @ 8" WALL 13'-6" @ 10" WALL 10'-6" @ 8" WALL 3'-0"FULLHEIGHTBASEMENT MINFULLHEIGHTFULLHEIGHTEXAMPLE CORNER OR STRAIGHT WALL OPTIONS -TYP STOOP AREA8" MIN C.I.P. CONCRETE WALL SEE FULL HEIGHT WALL SECTION S4 NOTES: 1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTER WIDTH EXCEEDS DIMENSIONS SHOWN. 2. STOOP WALLS REQUIRE MINIMUM 16" WIDE x 8" DEEP CONCRETE STRIP FOOTING. EXAMPLE '1' EXAMPLE '2' EXAMPLE '3' BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM)TYPASECTION A COPYRIGHT HANSON GROUP LLC 2020© City: ofSheet: Drawing Date: Project Number: 1515 0.001 January 1, 2020 S15 2020 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STOOP DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com DJM9-28-20X