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70 W Dutton Island Rd RES20-0167 12 of 15 truss calcs_2Site Information: Customer:Accu-Span Truss Company Job Number: Address:City, State, Zip: 20933 PARCEL 1 DUTTON ISLAND JobDescription:MODEL 1891A /MODEL 1891A -Pinnacle Homes Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Address:City, State, Zip: Name:License #:State: Name, Address and License # of Structural EOR if one exists for the building: Job Engineering Criteria: ASCE 7-10Wind Standard: FBC 2017 RESDesign Code: 140Wind Speed (mph): 17.02.01.1114.21View Version: 20.00- 7.00- 0.00- 10.00 Roof Load (psf):NoneFloor Load (psf): This package contains a job notes page, 23 truss drawings and 5 details. JRef #:1W dQ4080012 Item Seal #Truss Item Seal #Truss A1 A3 A5G CJ2 CJ4 EJ6 FG1 FT1 FT2 FT2B FT4 HJ6 1 3 5 7 9 11 13 15 17 19 21 23 234.18.1544.42939 234.18.1544.43298 234.18.1544.43267 234.18.1544.42895 234.18.1544.43268 234.18.1544.42940 234.18.1544.42894 234.18.1544.43003 234.18.1544.43035 234.18.2037.22087 234.18.1544.42847 234.18.1544.42893 A2 A4 A6G CJ2A CJ4A EJ6A FG2 FT1GE FT2A FT3 FT4GE 2 4 6 8 10 12 14 16 18 20 22 234.18.1544.43018 234.18.1544.42909 234.18.1544.43237 234.18.1544.43282 234.18.1544.43221 234.18.1544.43064 234.18.1544.43049 234.18.1544.43034 234.18.1544.42862 234.18.1544.43080 234.18.1544.42815 Printed 8/23/2018 9:30:29 AMFlorida Certificate of Product Approval #FL1999 08/23/2018 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 975 / 413 / 457 / -/ 94 / 5.5 F 975 / 413 / 457 / -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 F Min Brg Width Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1657 -2306 C - D 1316 -1885 Chords Tens.Comp. D - E 1316 -1885 E - F 1657 -2306 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2167 -1503 I - H 1372 -873 Chords Tens.Comp. H - F 2167 -1512 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 500 -476 I - D 562 -248 Webs Tens.Comp. D - H 562 -248 H - E 500 -476 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.79 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.113 D 999 240 VERT(TL):0.302 D 999 180 HORZ(LL):0.035 H - - HORZ(TL):0.064 H - - Creep Factor: 2.0 Max TC CSI:0.564 Max BC CSI:0.715 Max W eb CSI:0.214 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A1 Ply: 1 Qty:14 SEQN:106240 /T2 /COMN FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42939 KM /WHK 08/22/2018 18'7"A B C D E F G HI 4 12 3X4(A1) 2X4 5X6 4X6(R1) 5X6 2X4 3X4(A1) 24'6" 4'5"11 4'5"11 12'3" 7'9"4 20'0"4 7'9"4 24'6" 4'5"12 8' 8' 16'6" 8'6" 24'6" 8'1'1' 3"15 4 '4 "1 5 4 '8 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 975 / 413 / 457 / -/ 94 / 5.5 F 975 / 413 / 457 / -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 F Min Brg Width Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1657 -2306 C - D 1316 -1885 Chords Tens.Comp. D - E 1316 -1885 E - F 1657 -2306 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2167 -1503 I - H 1372 -873 Chords Tens.Comp. H - F 2167 -1512 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 500 -476 I - D 562 -248 Webs Tens.Comp. D - H 562 -248 H - E 500 -476 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.79 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.113 D 999 240 VERT(TL):0.302 D 999 180 HORZ(LL):0.035 H - - HORZ(TL):0.064 H - - Creep Factor: 2.0 Max TC CSI:0.564 Max BC CSI:0.715 Max W eb CSI:0.214 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A1 Ply: 1 Qty:14 SEQN:106240 /T2 /COMN FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42939 KM /WHK 08/22/2018 18'7"A B C D E F G HI 4 12 3X4(A1) 2X4 5X6 4X6(R1) 5X6 2X4 3X4(A1) 24'6" 4'5"11 4'5"11 12'3" 7'9"4 20'0"4 7'9"4 24'6" 4'5"12 8' 8' 16'6" 8'6" 24'6" 8'1'1' 3"15 4 '4 "1 5 4 '8 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 975 / 406 / 457 / -/ 92 / 5.5 F 975 / 406 / 457 / -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 F Min Brg Width Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1639 -2306 C - D 1286 -1885 Chords Tens.Comp. D - E 1286 -1885 E - F 1639 -2306 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2167 -1487 I - H 1372 -845 Chords Tens.Comp. H - F 2167 -1495 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 509 -476 I - D 562 -253 Webs Tens.Comp. D - H 562 -253 H - E 509 -476 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: No FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.113 D 999 240 VERT(TL):0.302 D 999 180 HORZ(LL):0.035 H - - HORZ(TL):0.064 H - - Creep Factor: 2.0 Max TC CSI:0.564 Max BC CSI:0.715 Max W eb CSI:0.214 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A2 Ply: 1 Qty:1 SEQN:106246 /T18 /COMN FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43018 KM /WHK 08/22/2018 18'7"A B C D E F G HI 4 12 3X4(A1) 2X4 5X6 6X6 5X6 2X4 3X4(A1) 24'6" 4'5"11 4'5"11 12' 7'6"4 20'0"4 8'0"4 24'6" 4'5"12 8' 8' 16'6" 8'6" 24'6" 8'1'1' 3"15 4 '3 "1 5 4 '7 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 975 / 406 / 457 / -/ 92 / 5.5 F 975 / 406 / 457 / -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 F Min Brg Width Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1639 -2306 C - D 1286 -1885 Chords Tens.Comp. D - E 1286 -1885 E - F 1639 -2306 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2167 -1487 I - H 1372 -845 Chords Tens.Comp. H - F 2167 -1495 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 509 -476 I - D 562 -253 Webs Tens.Comp. D - H 562 -253 H - E 509 -476 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: No FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.113 D 999 240 VERT(TL):0.302 D 999 180 HORZ(LL):0.035 H - - HORZ(TL):0.064 H - - Creep Factor: 2.0 Max TC CSI:0.564 Max BC CSI:0.715 Max W eb CSI:0.214 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A2 Ply: 1 Qty:1 SEQN:106246 /T18 /COMN FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43018 KM /WHK 08/22/2018 18'7"A B C D E F G HI 4 12 3X4(A1) 2X4 5X6 6X6 5X6 2X4 3X4(A1) 24'6" 4'5"11 4'5"11 12' 7'6"4 20'0"4 8'0"4 24'6" 4'5"12 8' 8' 16'6" 8'6" 24'6" 8'1'1' 3"15 4 '3 "1 5 4 '7 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 975 / 406 / 471 / -/ 80 / 5.5 G 975 / 406 / 471 / -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 G Min Brg Width 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 1523 -2133 C - D 1215 -1739 D - E 1210 -1613 Chords Tens.Comp. E - F 1208 -1729 F - G 1523 -2130 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1992 -1356 J - I 1611 -964 Chords Tens.Comp. I - G 1990 -1364 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 424 -412 Webs Tens.Comp. I - F 429 -419 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.41 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.105 J 999 240 VERT(TL):0.282 J 999 180 HORZ(LL):0.035 I - - HORZ(TL):0.064 I - - Creep Factor: 2.0 Max TC CSI:0.369 Max BC CSI:0.827 Max W eb CSI:0.210 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A3 Ply: 1 Qty:1 SEQN:106249 /T17 /HIPS FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43298 KM /WHK 08/22/2018 18'7"A B C D E F G H IJ 4 12 3X4(A1) 2X4 4X6 3X4 5X6 4X6 2X4 3X4(A1) 24'6" 5'6"8 5'6"8 10' 4'5"8 14'6" 4'6" 18'11"9 4'5"8 24'6" 5'6"7 10' 10' 14'4"4 4'4"4 24'6" 10'1"121'1' 3"15 3 '7 "1 5 3 '1 1 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 975 / 406 / 471 / -/ 80 / 5.5 G 975 / 406 / 471 / -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 G Min Brg Width 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 1523 -2133 C - D 1215 -1739 D - E 1210 -1613 Chords Tens.Comp. E - F 1208 -1729 F - G 1523 -2130 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1992 -1356 J - I 1611 -964 Chords Tens.Comp. I - G 1990 -1364 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 424 -412 Webs Tens.Comp. I - F 429 -419 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.41 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.105 J 999 240 VERT(TL):0.282 J 999 180 HORZ(LL):0.035 I - - HORZ(TL):0.064 I - - Creep Factor: 2.0 Max TC CSI:0.369 Max BC CSI:0.827 Max W eb CSI:0.210 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A3 Ply: 1 Qty:1 SEQN:106249 /T17 /HIPS FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43298 KM /WHK 08/22/2018 18'7"A B C D E F G H IJ 4 12 3X4(A1) 2X4 4X6 3X4 5X6 4X6 2X4 3X4(A1) 24'6" 5'6"8 5'6"8 10' 4'5"8 14'6" 4'6" 18'11"9 4'5"8 24'6" 5'6"7 10' 10' 14'4"4 4'4"4 24'6" 10'1"121'1' 3"15 3 '7 "1 5 3 '1 1 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 975 / 400 / 480 / -/ 67 / 5.5 F 975 / 400 / 480 / -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 F Min Brg Width Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1356 -2031 C - D 1350 -2007 Chords Tens.Comp. D - E 1350 -2007 E - F 1356 -2031 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1872 -1166 J - I 1881 -1167 Chords Tens.Comp. I - H 1881 -1176 H - F 1871 -1174 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.08 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.114 D 999 240 VERT(TL):0.305 D 999 180 HORZ(LL):0.034 H - - HORZ(TL):0.062 H - - Creep Factor: 2.0 Max TC CSI:0.710 Max BC CSI:0.675 Max W eb CSI:0.111 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A4 Ply: 1 Qty:1 SEQN:106252 /T16 /HIPS FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42909 KM /WHK 08/22/2018 18'7"A B C D E F G HIJ 4 12 3X4(A1) 4X8 2X4 2X4 5X6 2X4 4X8 3X4(A1) 24'6" 8' 8' 12'3" 4'3" 16'6" 4'3" 24'6" 8' 8'1"12 8'1"12 12'3" 4'1"4 16'4"4 4'1"4 24'6" 8'1"121'1' 3"15 2 '1 1 "1 5 3 '3 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 975 / 400 / 480 / -/ 67 / 5.5 F 975 / 400 / 480 / -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 F Min Brg Width Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1356 -2031 C - D 1350 -2007 Chords Tens.Comp. D - E 1350 -2007 E - F 1356 -2031 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1872 -1166 J - I 1881 -1167 Chords Tens.Comp. I - H 1881 -1176 H - F 1871 -1174 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.08 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.114 D 999 240 VERT(TL):0.305 D 999 180 HORZ(LL):0.034 H - - HORZ(TL):0.062 H - - Creep Factor: 2.0 Max TC CSI:0.710 Max BC CSI:0.675 Max W eb CSI:0.111 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A4 Ply: 1 Qty:1 SEQN:106252 /T16 /HIPS FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42909 KM /WHK 08/22/2018 18'7"A B C D E F G HIJ 4 12 3X4(A1) 4X8 2X4 2X4 5X6 2X4 4X8 3X4(A1) 24'6" 8' 8' 12'3" 4'3" 16'6" 4'3" 24'6" 8' 8'1"12 8'1"12 12'3" 4'1"4 16'4"4 4'1"4 24'6" 8'1"121'1' 3"15 2 '1 1 "1 5 3 '3 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Loading #1 hip supports 6-0-0 jacks with no webs. Left side jacks have 6-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 6-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 6-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 1710 / 687 / -/ -/ -/ 5.5 G 1710 / 687 / -/ -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.7 G Min Brg Width Req =1.7 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 1716 -4358 C - D 2081 -5333 D - E 2081 -5333 Chords Tens.Comp. E - F 2057 -5288 F - G 1716 -4357 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 4088 -1595 L - K 4119 -1598 K - J 5348 -2101 Chords Tens.Comp. J - I 4118 -1599 I - G 4087 -1596 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 431 -46 C - K 1348 -536 D - K 304 -417 Webs Tens.Comp. E - J 308 -431 J - F 1308 -512 I - F 426 -45 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: No FT/RT:0(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.310 E 938 240 VERT(TL):0.842 E 504 180 HORZ(LL):0.070 I - - HORZ(TL):0.130 I - - Creep Factor: 2.0 Max TC CSI:0.814 Max BC CSI:0.885 Max W eb CSI:0.514 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A5G Ply: 1 Qty:1 SEQN:106260 /T20 /HIPS FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43267 KM /WHK 08/22/2018 T2 18'7"A B C D E F G H IJKL 4 12 3X8(A1) 5X8 2X4 2X4 3X10 3X4 H0510 2X4 5X8 3X8(A1) 24'6" 6' 6' 10'2"9 4'2"9 14'1"11 3'11"1 18'6" 4'4"5 24'6" 6' 6'1"12 6'1"12 10'2"9 4'0"13 14'6" 4'3"7 18'4"4 3'10"4 24'6" 6'1"121'1' 3"15 2 '3 "1 5 2 '7 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Loading #1 hip supports 6-0-0 jacks with no webs. Left side jacks have 6-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 6-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 6-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 1710 / 687 / -/ -/ -/ 5.5 G 1710 / 687 / -/ -/ -/ 5.5 Wind reactions based on MWFRS B Min Brg Width Req =1.7 G Min Brg Width Req =1.7 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 1716 -4358 C - D 2081 -5333 D - E 2081 -5333 Chords Tens.Comp. E - F 2057 -5288 F - G 1716 -4357 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 4088 -1595 L - K 4119 -1598 K - J 5348 -2101 Chords Tens.Comp. J - I 4118 -1599 I - G 4087 -1596 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 431 -46 C - K 1348 -536 D - K 304 -417 Webs Tens.Comp. E - J 308 -431 J - F 1308 -512 I - F 426 -45 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: No FT/RT:0(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.310 E 938 240 VERT(TL):0.842 E 504 180 HORZ(LL):0.070 I - - HORZ(TL):0.130 I - - Creep Factor: 2.0 Max TC CSI:0.814 Max BC CSI:0.885 Max W eb CSI:0.514 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A5G Ply: 1 Qty:1 SEQN:106260 /T20 /HIPS FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43267 KM /WHK 08/22/2018 T2 18'7"A B C D E F G H IJKL 4 12 3X8(A1) 5X8 2X4 2X4 3X10 3X4 H0510 2X4 5X8 3X8(A1) 24'6" 6' 6' 10'2"9 4'2"9 14'1"11 3'11"1 18'6" 4'4"5 24'6" 6' 6'1"12 6'1"12 10'2"9 4'0"13 14'6" 4'3"7 18'4"4 3'10"4 24'6" 6'1"121'1' 3"15 2 '3 "1 5 2 '7 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #1 Dense Bot chord 2x6 SP #2 :B2, B4 2x4 SP #1 Dense: :B3 2x6 SP SS: Webs 2x4 SP #3 :W5 2x4 SP #1 Dense: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 6.03 TC: From 27 plf at 6.03 to 27 plf at 18.47 TC: From 55 plf at 18.47 to 55 plf at 25.50 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.03 BC: From 10 plf at 6.03 to 10 plf at 18.47 BC: From 20 plf at 18.47 to 20 plf at 24.50 BC: From 4 plf at 24.50 to 4 plf at 25.50 TC: 286 lb Conc. Load at 6.03,18.47 TC: 142 lb Conc. Load at 8.06,10.06,12.06,12.44 14.44,16.44 BC: 253 lb Conc. Load at 6.03,18.47 BC: 106 lb Conc. Load at 8.06,10.06,12.06,12.44 14.44,16.44 Plating Notes All plates are 2X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads and reactions based on MWFRS. Additional Notes See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W V 704 / 289 / -/ -/ -/ 5.5 N 2817 / 1059 / -/ -/ -/ 5.5 J 583 / 243 / -/ -/ -/ 3.5 Wind reactions based on MWFRS V Min Brg Width Req =1.5 N Min Brg Width Req =3.0 J Min Brg Width Req =1.5 Bearings V, N, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 552 -1494 C - D 472 -1346 D - F 629 -216 Chords Tens.Comp. F - H 632 -217 H - I 250 -769 I - J 423 -1147 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1397 -507 P - O 1398 -510 O - N 1164 -421 Chords Tens.Comp. N - M 1337 -463 M - L 1053 -380 L - J 1068 -384 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - Q 647 -97 Q - D 547 -58 Q - N 664 -1746 F - S 426 -872 Webs Tens.Comp. N - U 466 -1248 S - N 633 -1210 M - I 188 -432 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.79 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.066 N 999 240 VERT(TL):0.186 N 999 180 HORZ(LL):0.017 E - - HORZ(TL):0.031 E - - Creep Factor: 2.0 Max TC CSI:0.428 Max BC CSI:0.662 Max W eb CSI:0.939 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A6G Ply: 1 Qty:1 SEQN:106267 /T3 /GABL FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43237 KM /WHK 08/22/2018 B2 B3 B4W5(a) 18'7"A B C D F H I J K LMNOP Q S U V 4 12 2X4(A1) 3X4 7X8 3X8(++) 4X6(R1) 4X64X8 3X6(++) 7X8 3X4 2X4(A1) 12'9"4 11'8"12 4'2"6 4'2"6 10'3" 6'0"10 12'3" 2' 14'3" 2' 20'3"10 6'0"10 24'6" 4'2"6 4'0"10 4'0"10 6'1"4 2'0"10 10'3" 4'1"12 12'1"4 1'10"4 14'3" 2'1"12 18'4"12 4'1"12 20'5"6 2'0"10 24'6" 4'0"101'1' 3"15 2 '0 "7 4 '4 "1 5 4 '8 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #1 Dense Bot chord 2x6 SP #2 :B2, B4 2x4 SP #1 Dense: :B3 2x6 SP SS: Webs 2x4 SP #3 :W5 2x4 SP #1 Dense: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 6.03 TC: From 27 plf at 6.03 to 27 plf at 18.47 TC: From 55 plf at 18.47 to 55 plf at 25.50 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.03 BC: From 10 plf at 6.03 to 10 plf at 18.47 BC: From 20 plf at 18.47 to 20 plf at 24.50 BC: From 4 plf at 24.50 to 4 plf at 25.50 TC: 286 lb Conc. Load at 6.03,18.47 TC: 142 lb Conc. Load at 8.06,10.06,12.06,12.44 14.44,16.44 BC: 253 lb Conc. Load at 6.03,18.47 BC: 106 lb Conc. Load at 8.06,10.06,12.06,12.44 14.44,16.44 Plating Notes All plates are 2X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads and reactions based on MWFRS. Additional Notes See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W V 704 / 289 / -/ -/ -/ 5.5 N 2817 / 1059 / -/ -/ -/ 5.5 J 583 / 243 / -/ -/ -/ 3.5 Wind reactions based on MWFRS V Min Brg Width Req =1.5 N Min Brg Width Req =3.0 J Min Brg Width Req =1.5 Bearings V, N, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 552 -1494 C - D 472 -1346 D - F 629 -216 Chords Tens.Comp. F - H 632 -217 H - I 250 -769 I - J 423 -1147 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1397 -507 P - O 1398 -510 O - N 1164 -421 Chords Tens.Comp. N - M 1337 -463 M - L 1053 -380 L - J 1068 -384 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - Q 647 -97 Q - D 547 -58 Q - N 664 -1746 F - S 426 -872 Webs Tens.Comp. N - U 466 -1248 S - N 633 -1210 M - I 188 -432 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.79 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.066 N 999 240 VERT(TL):0.186 N 999 180 HORZ(LL):0.017 E - - HORZ(TL):0.031 E - - Creep Factor: 2.0 Max TC CSI:0.428 Max BC CSI:0.662 Max W eb CSI:0.939 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:A6G Ply: 1 Qty:1 SEQN:106267 /T3 /GABL FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43237 KM /WHK 08/22/2018 B2 B3 B4W5(a) 18'7"A B C D F H I J K LMNOP Q S U V 4 12 2X4(A1) 3X4 7X8 3X8(++) 4X6(R1) 4X64X8 3X6(++) 7X8 3X4 2X4(A1) 12'9"4 11'8"12 4'2"6 4'2"6 10'3" 6'0"10 12'3" 2' 14'3" 2' 20'3"10 6'0"10 24'6" 4'2"6 4'0"10 4'0"10 6'1"4 2'0"10 10'3" 4'1"12 12'1"4 1'10"4 14'3" 2'1"12 18'4"12 4'1"12 20'5"6 2'0"10 24'6" 4'0"101'1' 3"15 2 '0 "7 4 '4 "1 5 4 '8 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 160 / 69 / 100 / -/ 39 / 5.5 D 30 / 3 / 25 / -/ -/ 1.5 C 32 / 19 / 9 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.08 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.130 Max BC CSI:0.024 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:CJ2 Ply: 1 Qty:6 SEQN:106183 /T5 /JACK FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42895 KM /WHK 08/22/2018 18'7" 19'3"7 A B C D 4 12 2X4(A1) 2' 2'1' 3"15 1 1 "1 5 1 '3 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 160 / 69 / 100 / -/ 39 / 5.5 D 30 / 3 / 25 / -/ -/ 1.5 C 32 / 19 / 9 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.08 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.130 Max BC CSI:0.024 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:CJ2 Ply: 1 Qty:6 SEQN:106183 /T5 /JACK FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42895 KM /WHK 08/22/2018 18'7" 19'3"7 A B C D 4 12 2X4(A1) 2' 2'1' 3"15 1 1 "1 5 1 '3 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 160 / 69 / 100 / -/ 39 / 3.5 D 30 / 3 / 25 / -/ -/ 1.5 C 32 / 19 / 9 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.08 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.130 Max BC CSI:0.024 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:CJ2A Ply: 1 Qty:2 SEQN:106198 /T7 /JACK FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43282 KM /WHK 08/22/2018 18'7" 19'3"7 A B C D 4 12 2X4(A1) 2' 2'1' 3"15 1 1 "1 5 1 '3 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 160 / 69 / 100 / -/ 39 / 3.5 D 30 / 3 / 25 / -/ -/ 1.5 C 32 / 19 / 9 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.08 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.130 Max BC CSI:0.024 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:CJ2A Ply: 1 Qty:2 SEQN:106198 /T7 /JACK FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43282 KM /WHK 08/22/2018 18'7" 19'3"7 A B C D 4 12 2X4(A1) 2' 2'1' 3"15 1 1 "1 5 1 '3 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 224 / 85 / 131 / -/ 66 / 5.5 D 69 / 6 / 48 / -/ -/ 1.5 C 89 / 54 / 22 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.41 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.240 Max BC CSI:0.158 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:CJ4 Ply: 1 Qty:6 SEQN:106186 /T4 /JACK FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43268 KM /WHK 08/22/2018 18'7" 19'11"7 A B C D 4 12 2X4(A1) 4' 4'1' 3"15 1 '7 "1 5 1 '1 1 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 224 / 85 / 131 / -/ 66 / 5.5 D 69 / 6 / 48 / -/ -/ 1.5 C 89 / 54 / 22 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.41 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.240 Max BC CSI:0.158 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:CJ4 Ply: 1 Qty:6 SEQN:106186 /T4 /JACK FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43268 KM /WHK 08/22/2018 18'7" 19'11"7 A B C D 4 12 2X4(A1) 4' 4'1' 3"15 1 '7 "1 5 1 '1 1 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 224 / 85 / 131 / -/ 66 / 3.5 D 69 / 6 / 48 / -/ -/ 1.5 C 89 / 54 / 22 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.41 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.240 Max BC CSI:0.158 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:CJ4A Ply: 1 Qty:2 SEQN:106195 /T6 /JACK FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43221 KM /WHK 08/22/2018 18'7" 19'11"7 A B C D 4 12 2X4(A1) 4' 4'1' 3"15 1 '7 "1 5 1 '1 1 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 224 / 85 / 131 / -/ 66 / 3.5 D 69 / 6 / 48 / -/ -/ 1.5 C 89 / 54 / 22 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.41 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.240 Max BC CSI:0.158 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:CJ4A Ply: 1 Qty:2 SEQN:106195 /T6 /JACK FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43221 KM /WHK 08/22/2018 18'7" 19'11"7 A B C D 4 12 2X4(A1) 4' 4'1' 3"15 1 '7 "1 5 1 '1 1 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 295 / 109 / 169 / -/ 93 / 5.5 D 106 / 10 / 74 / -/ -/ 1.5 C 142 / 87 / 35 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.009 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.363 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:EJ6 Ply: 1 Qty:13 SEQN:106189 /T13 /EJAC FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42940 KM /WHK 08/22/2018 18'7" 20'7"7 A B C D 4 12 2X4(A1) 6' 6'1' 3"15 2 '3 "1 5 2 '7 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 295 / 109 / 169 / -/ 93 / 5.5 D 106 / 10 / 74 / -/ -/ 1.5 C 142 / 87 / 35 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.009 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.363 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:EJ6 Ply: 1 Qty:13 SEQN:106189 /T13 /EJAC FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42940 KM /WHK 08/22/2018 18'7" 20'7"7 A B C D 4 12 2X4(A1) 6' 6'1' 3"15 2 '3 "1 5 2 '7 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 295 / 109 / 169 / -/ 93 / 3.5 D 106 / 10 / 74 / -/ -/ 1.5 C 142 / 87 / 35 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.009 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.363 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:EJ6A Ply: 1 Qty:3 SEQN:106192 /T8 /EJAC FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43064 KM /WHK 08/22/2018 18'7" 20'7"7 A B C D 4 12 2X4(A1) 6' 6'1' 3"15 2 '3 "1 5 2 '7 "1 1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 295 / 109 / 169 / -/ 93 / 3.5 D 106 / 10 / 74 / -/ -/ 1.5 C 142 / 87 / 35 / -/ -/ 1.5 Wind reactions based on MWFRS B Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.009 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.363 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:EJ6A Ply: 1 Qty:3 SEQN:106192 /T8 /EJAC FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43064 KM /WHK 08/22/2018 18'7" 20'7"7 A B C D 4 12 2X4(A1) 6' 6'1' 3"15 2 '3 "1 5 2 '7 "1 1 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W1 2x8 SP #2 N: :W 2, W 8 2x4 SP #2 Dense: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 8.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 177 plf at 0.00 to 177 plf at 11.90 BC: From 7 plf at 0.00 to 7 plf at 11.90 BC: 354 lb Conc. Load at 1.77, 3.77, 5.77, 7.77 9.77 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W J 2002 / -/ -/ -/ -/ 3.5 K 1949 / -/ -/ -/ -/ 5.5 J Min Brg Width Req =1.5 K Min Brg Width Req =1.5 Bearings J & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2430 B - C 0 -3135 Chords Tens.Comp. C - D 0 -3135 D - E 0 -2264 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 2574 0 Chords Tens.Comp. H - G 2427 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -865 A - I 2394 0 I - B 0 -495 B - H 595 0 Webs Tens.Comp. H - D 751 0 D - G 0 -562 G - E 2369 0 E - F 0 -892 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 16.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.089 C 999 360 VERT(TL):0.276 C 783 240 HORZ(LL):0.015 A - - HORZ(TL):0.031 A - - Creep Factor: 2.0 Max TC CSI:0.406 Max BC CSI:0.874 Max W eb CSI:0.608 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FG1 Ply: 2 Qty:1 SEQN:117971 /T11 /FLAT FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42894 KM /WHK 08/22/2018 2 Complete Trusses Required W1 W2 W8 9'1"2 A B C D E FGHIJK 5X6 3X4 3X10 3X4 2X4 3X8 3X4 3X10 3X8 2X4 3"8 11'7"4 3'5"2 3'5"2 6'1"4 2'8"2 8'9"6 2'8"2 11'10"12 3'1"6 3'0"2 3'0"2 6'1"4 3'1"2 9'2"6 3'1"2 11'10"12 2'8"6 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W1 2x8 SP #2 N: :W 2, W 8 2x4 SP #2 Dense: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 8.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 177 plf at 0.00 to 177 plf at 11.90 BC: From 7 plf at 0.00 to 7 plf at 11.90 BC: 354 lb Conc. Load at 1.77, 3.77, 5.77, 7.77 9.77 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W J 2002 / -/ -/ -/ -/ 3.5 K 1949 / -/ -/ -/ -/ 5.5 J Min Brg Width Req =1.5 K Min Brg Width Req =1.5 Bearings J & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2430 B - C 0 -3135 Chords Tens.Comp. C - D 0 -3135 D - E 0 -2264 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 2574 0 Chords Tens.Comp. H - G 2427 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -865 A - I 2394 0 I - B 0 -495 B - H 595 0 Webs Tens.Comp. H - D 751 0 D - G 0 -562 G - E 2369 0 E - F 0 -892 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 16.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.089 C 999 360 VERT(TL):0.276 C 783 240 HORZ(LL):0.015 A - - HORZ(TL):0.031 A - - Creep Factor: 2.0 Max TC CSI:0.406 Max BC CSI:0.874 Max W eb CSI:0.608 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FG1 Ply: 2 Qty:1 SEQN:117971 /T11 /FLAT FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42894 KM /WHK 08/22/2018 2 Complete Trusses Required W1 W2 W8 9'1"2 A B C D E FGHIJK 5X6 3X4 3X10 3X4 2X4 3X8 3X4 3X10 3X8 2X4 3"8 11'7"4 3'5"2 3'5"2 6'1"4 2'8"2 8'9"6 2'8"2 11'10"12 3'1"6 3'0"2 3'0"2 6'1"4 3'1"2 9'2"6 3'1"2 11'10"12 2'8"6 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 7.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 342 plf at 0.00 to 342 plf at 3.85 BC: From 7 plf at 0.00 to 7 plf at 3.85 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W E 671 / -/ -/ -/ -/ 2.7 D 671 / -/ -/ -/ -/ 4.8 E Min Brg Width Req =1.5 D Min Brg Width Req =1.5 Bearings E & D are a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 385 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - B 0 -426 Webs Tens.Comp. B - D 0 -426 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: 16.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 B 999 360 VERT(TL):0.007 B 999 240 HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.163 Max BC CSI:0.087 Max W eb CSI:0.102 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FG2 Ply: 2 Qty:1 SEQN:106337 /T14 /FLAT FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43049 KM /WHK 08/22/2018 2 Complete Trusses Required 9'1"2 A B C DE 2X4 3X4 3X4 2X4 3X4 3'10"4 1'11"2 1'11"2 3'10"4 1'11"2 3'10"4 3'10"4 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 7.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 342 plf at 0.00 to 342 plf at 3.85 BC: From 7 plf at 0.00 to 7 plf at 3.85 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W E 671 / -/ -/ -/ -/ 2.7 D 671 / -/ -/ -/ -/ 4.8 E Min Brg Width Req =1.5 D Min Brg Width Req =1.5 Bearings E & D are a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 385 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - B 0 -426 Webs Tens.Comp. B - D 0 -426 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: 16.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 B 999 360 VERT(TL):0.007 B 999 240 HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.163 Max BC CSI:0.087 Max W eb CSI:0.102 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FG2 Ply: 2 Qty:1 SEQN:106337 /T14 /FLAT FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43049 KM /WHK 08/22/2018 2 Complete Trusses Required 9'1"2 A B C DE 2X4 3X4 3X4 2X4 3X4 3'10"4 1'11"2 1'11"2 3'10"4 1'11"2 3'10"4 3'10"4 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #2 Dense Plating Notes All plates are 1X3 except as noted. Deflection Max JT VERT DEFL: LL: 0.50" DL: 0.41". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W U 885 / -/ -/ -/ -/ 4.8 N 885 / -/ -/ -/ -/ 4.8 U Min Brg Width Req =1.5 N Min Brg Width Req =1.5 Bearings U & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2920 C - D 0 -2920 D - E 0 -4260 E - F 0 -4260 F - G 0 -4269 Chords Tens.Comp. G - H 0 -4260 H - I 0 -4260 I - J 0 -2916 J - K 0 -2916 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 1640 0 T - S 3769 0 S - R 3769 0 R - Q 4271 0 Chords Tens.Comp. Q - P 4269 0 P - O 3772 0 O - N 1639 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - B 0 -1823 B - T 1415 0 T - D 0 -938 D - R 543 0 R - F 337 -393 Webs Tens.Comp. P - I 710 0 I - O 0 -946 O - K 1412 0 K - N 0 -1821 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: 16.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.498 F 574 360 VERT(TL):0.874 F 417 240 HORZ(LL):0.070 B - - HORZ(TL):0.096 B - - Creep Factor: 2.0 Max TC CSI:0.687 Max BC CSI:0.970 Max W eb CSI:0.359 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT1 Ply: 1 Qty:16 SEQN:106291 /T1 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43003 KM /WHK 08/22/2018 B2 ++ 9'1"2 A B C D E F G H I J K L NOPQRSTU 3X8 3X10 3X10 3X6 W=H0312 3X6 3X4 3X4 W=3X43X6 3X10 3X10 3X8 3"8 24'4"8 3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3" 13'1"8 13'1"8 13'10"8 9" 24'4"8 10'6" 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #2 Dense Plating Notes All plates are 1X3 except as noted. Deflection Max JT VERT DEFL: LL: 0.50" DL: 0.41". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W U 885 / -/ -/ -/ -/ 4.8 N 885 / -/ -/ -/ -/ 4.8 U Min Brg Width Req =1.5 N Min Brg Width Req =1.5 Bearings U & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2920 C - D 0 -2920 D - E 0 -4260 E - F 0 -4260 F - G 0 -4269 Chords Tens.Comp. G - H 0 -4260 H - I 0 -4260 I - J 0 -2916 J - K 0 -2916 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 1640 0 T - S 3769 0 S - R 3769 0 R - Q 4271 0 Chords Tens.Comp. Q - P 4269 0 P - O 3772 0 O - N 1639 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - B 0 -1823 B - T 1415 0 T - D 0 -938 D - R 543 0 R - F 337 -393 Webs Tens.Comp. P - I 710 0 I - O 0 -946 O - K 1412 0 K - N 0 -1821 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: 16.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.498 F 574 360 VERT(TL):0.874 F 417 240 HORZ(LL):0.070 B - - HORZ(TL):0.096 B - - Creep Factor: 2.0 Max TC CSI:0.687 Max BC CSI:0.970 Max W eb CSI:0.359 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT1 Ply: 1 Qty:16 SEQN:106291 /T1 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43003 KM /WHK 08/22/2018 B2 ++ 9'1"2 A B C D E F G H I J K L NOPQRSTU 3X8 3X10 3X10 3X6 W=H0312 3X6 3X4 3X4 W=3X43X6 3X10 3X10 3X8 3"8 24'4"8 3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3" 13'1"8 13'1"8 13'10"8 9" 24'4"8 10'6" 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W V*73 / -/ -/ -/ -/ 292 V Min Brg Width Req =- Bearing AO 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: 16.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 S 999 360 VERT(TL):0.000 S 999 240 HORZ(LL):0.000 T - - HORZ(TL):0.000 T - - Creep Factor: 2.0 Max TC CSI:0.069 Max BC CSI:0.014 Max W eb CSI:0.013 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT1GE Ply: 1 Qty:1 SEQN:106296 /T10 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43034 KM /WHK 08/22/2018 9'1"2 A K M T V WACAEAHANAO 3X4 2X4 3X4 W=3X4 3X4 3X4 3X4 W=3X4 3X4 3X4 2X4 3"8 24'4"8 1'4"12 1'4" (TYP) 1'5"8 1'5"8 24'4"8 22'11" 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W V*73 / -/ -/ -/ -/ 292 V Min Brg Width Req =- Bearing AO 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: 16.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 S 999 360 VERT(TL):0.000 S 999 240 HORZ(LL):0.000 T - - HORZ(TL):0.000 T - - Creep Factor: 2.0 Max TC CSI:0.069 Max BC CSI:0.014 Max W eb CSI:0.013 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT1GE Ply: 1 Qty:1 SEQN:106296 /T10 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43034 KM /WHK 08/22/2018 9'1"2 A K M T V WACAEAHANAO 3X4 2X4 3X4 W=3X4 3X4 3X4 3X4 W=3X4 3X4 3X4 2X4 3"8 24'4"8 1'4"12 1'4" (TYP) 1'5"8 1'5"8 24'4"8 22'11" 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Plating Notes All plates are 1X3 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W U 653 / -/ -/ -/ -/ 4.8 Q 1453 / -/ -/ -/ -/ 3.5 N 626 / -/ -/ -/ -/ 4.8 U Min Brg Width Req =1.5 Q Min Brg Width Req =1.5 N Min Brg Width Req =1.5 Bearings U, Q, & 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 -1503 C - D 0 -1512 D - E 0 -1498 E - F 864 0 F - G 864 0 Chords Tens.Comp. G - H 0 -1407 H - I 0 -1407 I - J 0 -1418 J - K 0 -1409 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 1067 0 T - S 1512 0 S - R 834 -16 R - Q 834 -16 Chords Tens.Comp. Q - P 909 -81 P - O 1418 0 O - N 1015 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - B 0 -1186 B - T 484 0 S - E 845 0 E - Q 0 -1381 Webs Tens.Comp. Q - G 0 -1332 G - P 777 0 O - K 475 0 K - N 0 -1129 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: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.113 C 999 360 VERT(TL):0.240 C 863 240 HORZ(LL):0.025 B - - HORZ(TL):0.039 B - - Creep Factor: 2.0 Max TC CSI:0.760 Max BC CSI:0.621 Max W eb CSI:0.248 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT2 Ply: 1 Qty:3 SEQN:106329 /T22 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43035 KM /WHK 08/22/2018 ++ 9'1"2 A B C D E F G H I J K L NOPQRSTU 3X6 3X6 3X4 3X4W=3X4 3X6 3X8 3X6 W=3X4 3X4 3X4 3X6 3X6 3"8 12'7"4 11'9"4 3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3" 24'4"8 5'4"8 5'4"8 7'5" 2'0"8 17'9"8 10'4"8 19' 1'2"8 24'4"8 5'4"8 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Plating Notes All plates are 1X3 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W U 653 / -/ -/ -/ -/ 4.8 Q 1453 / -/ -/ -/ -/ 3.5 N 626 / -/ -/ -/ -/ 4.8 U Min Brg Width Req =1.5 Q Min Brg Width Req =1.5 N Min Brg Width Req =1.5 Bearings U, Q, & 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 -1503 C - D 0 -1512 D - E 0 -1498 E - F 864 0 F - G 864 0 Chords Tens.Comp. G - H 0 -1407 H - I 0 -1407 I - J 0 -1418 J - K 0 -1409 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 1067 0 T - S 1512 0 S - R 834 -16 R - Q 834 -16 Chords Tens.Comp. Q - P 909 -81 P - O 1418 0 O - N 1015 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - B 0 -1186 B - T 484 0 S - E 845 0 E - Q 0 -1381 Webs Tens.Comp. Q - G 0 -1332 G - P 777 0 O - K 475 0 K - N 0 -1129 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: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.113 C 999 360 VERT(TL):0.240 C 863 240 HORZ(LL):0.025 B - - HORZ(TL):0.039 B - - Creep Factor: 2.0 Max TC CSI:0.760 Max BC CSI:0.621 Max W eb CSI:0.248 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT2 Ply: 1 Qty:3 SEQN:106329 /T22 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43035 KM /WHK 08/22/2018 ++ 9'1"2 A B C D E F G H I J K L NOPQRSTU 3X6 3X6 3X4 3X4W=3X4 3X6 3X8 3X6 W=3X4 3X4 3X4 3X6 3X6 3"8 12'7"4 11'9"4 3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3" 24'4"8 5'4"8 5'4"8 7'5" 2'0"8 17'9"8 10'4"8 19' 1'2"8 24'4"8 5'4"8 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Plating Notes All plates are 1X3 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W U 636 / -/ -/ -/ -/ 4.8 W*170 / -/ -/ -/ -/ 143 U Min Brg Width Req =1.5 W Min Brg Width Req =- Bearings U & 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 -1492 C - D 0 -1492 D - E 0 -559 E - F 0 -559 Chords Tens.Comp. F - G 855 0 G - H 862 0 H - I 862 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 1035 0 T - S 1302 0 S - R 1302 0 Chords Tens.Comp. R - Q 0 -812 Q - P 0 -855 P - O 64 -421 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - B 0 -1150 B - T 506 0 D - R 0 -824 R - F 1496 0 Webs Tens.Comp. F - Q 0 -832 P - I 0 -659 O - K 0 -451 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: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.069 C 999 360 VERT(TL):0.137 C 999 240 HORZ(LL):0.014 B - - HORZ(TL):0.019 B - - Creep Factor: 2.0 Max TC CSI:0.547 Max BC CSI:0.515 Max W eb CSI:0.380 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT2A Ply: 1 Qty:1 SEQN:106305 /T26 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42862 KM /WHK 08/22/2018 + 9'1"2 A B C D E F G H I J K L N OPQ RSTU W3X6 3X6 3X6 3X6 W=3X4 3X10 3X6 3X4 W=3X43X4 3X6 3X4 3X6 3"8 24'4"8 3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3" 13'1"8 13'1"8 13'10"8 9" 24'4"8 10'6" 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Plating Notes All plates are 1X3 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W U 636 / -/ -/ -/ -/ 4.8 W*170 / -/ -/ -/ -/ 143 U Min Brg Width Req =1.5 W Min Brg Width Req =- Bearings U & 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 -1492 C - D 0 -1492 D - E 0 -559 E - F 0 -559 Chords Tens.Comp. F - G 855 0 G - H 862 0 H - I 862 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 1035 0 T - S 1302 0 S - R 1302 0 Chords Tens.Comp. R - Q 0 -812 Q - P 0 -855 P - O 64 -421 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - B 0 -1150 B - T 506 0 D - R 0 -824 R - F 1496 0 Webs Tens.Comp. F - Q 0 -832 P - I 0 -659 O - K 0 -451 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: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.069 C 999 360 VERT(TL):0.137 C 999 240 HORZ(LL):0.014 B - - HORZ(TL):0.019 B - - Creep Factor: 2.0 Max TC CSI:0.547 Max BC CSI:0.515 Max W eb CSI:0.380 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT2A Ply: 1 Qty:1 SEQN:106305 /T26 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42862 KM /WHK 08/22/2018 + 9'1"2 A B C D E F G H I J K L N OPQ RSTU W3X6 3X6 3X6 3X6 W=3X4 3X10 3X6 3X4 W=3X43X4 3X6 3X4 3X6 3"8 24'4"8 3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3" 13'1"8 13'1"8 13'10"8 9" 24'4"8 10'6" 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. 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*107 /-/-/-/-/- O Brg Width = 88.3 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: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 D 999 360 VERT(CL):0.000 E 999 240 HORZ(LL):0.000 G - - HORZ(TL):0.000 G - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.018 Max W eb CSI:0.018 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT2B Ply: 1 Qty:1 SEQN:117979 /T23 SY42 FROM: MT Cust: R 408 JRef:1WdQ4080012 DrwNo:234.18.2037.22087 SSB /WHK 08/22/2018 9'1"2 A B F G I KM O 1X3 2X4 3X4 3X4 3X4 3X4 2X4 1X3 3"8 7'4"4 10"10 1'4" (TYP) 3" 8"6 5'2"8 8"6 3" 11"6 11"6 7'4"4 6'4"14 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. 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*107 /-/-/-/-/- O Brg Width = 88.3 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: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 D 999 360 VERT(CL):0.000 E 999 240 HORZ(LL):0.000 G - - HORZ(TL):0.000 G - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.018 Max W eb CSI:0.018 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT2B Ply: 1 Qty:1 SEQN:117979 /T23 SY42 FROM: MT Cust: R 408 JRef:1WdQ4080012 DrwNo:234.18.2037.22087 SSB /WHK 08/22/2018 9'1"2 A B F G I KM O 1X3 2X4 3X4 3X4 3X4 3X4 2X4 1X3 3"8 7'4"4 10"10 1'4" (TYP) 3" 8"6 5'2"8 8"6 3" 11"6 11"6 7'4"4 6'4"14 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W Q 934 / -/ -/ -/ -/ 4.8 K 932 / -/ -/ -/ -/ 2.7 Q Min Brg Width Req =1.5 K Min Brg Width Req =1.5 Bearings Q & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2735 C - D 0 -2735 D - E 0 -3169 Chords Tens.Comp. E - F 0 -2741 F - G 0 -2741 G - H 0 -2741 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1645 0 P - O 1645 0 O - N 3168 0 Chords Tens.Comp. N - M 3169 0 M - L 3169 0 L - K 1656 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - B 0 -1829 B - O 1204 0 O - D 0 -688 Webs Tens.Comp. E - L 0 -683 L - H 1199 0 H - K 0 -1836 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: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.210 M 953 360 VERT(TL):0.369 M 692 240 HORZ(LL):0.039 K - - HORZ(TL):0.054 K - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.917 Max W eb CSI:0.330 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT3 Ply: 1 Qty:6 SEQN:106299 /T21 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43080 KM /WHK 08/22/2018 +9'1"2 A B C D E F G H I KLMNOPQ 1X31X3 3X8 3X10 W=3X4 1X3 3X10 3X4 1X3 1X3 3X4 1X3 3X10 W=3X43X10 1X3 3X8 1X3 3"8 17'2"4 3"2'6"12 2'6"12 2'6"12 2'6"12 3" 8' 8' 9'2"4 1'2"4 17'2"4 8' 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W Q 934 / -/ -/ -/ -/ 4.8 K 932 / -/ -/ -/ -/ 2.7 Q Min Brg Width Req =1.5 K Min Brg Width Req =1.5 Bearings Q & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2735 C - D 0 -2735 D - E 0 -3169 Chords Tens.Comp. E - F 0 -2741 F - G 0 -2741 G - H 0 -2741 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1645 0 P - O 1645 0 O - N 3168 0 Chords Tens.Comp. N - M 3169 0 M - L 3169 0 L - K 1656 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - B 0 -1829 B - O 1204 0 O - D 0 -688 Webs Tens.Comp. E - L 0 -683 L - H 1199 0 H - K 0 -1836 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: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.210 M 953 360 VERT(TL):0.369 M 692 240 HORZ(LL):0.039 K - - HORZ(TL):0.054 K - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.917 Max W eb CSI:0.330 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT3 Ply: 1 Qty:6 SEQN:106299 /T21 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.43080 KM /WHK 08/22/2018 +9'1"2 A B C D E F G H I KLMNOPQ 1X31X3 3X8 3X10 W=3X4 1X3 3X10 3X4 1X3 1X3 3X4 1X3 3X10 W=3X43X10 1X3 3X8 1X3 3"8 17'2"4 3"2'6"12 2'6"12 2'6"12 2'6"12 3" 8' 8' 9'2"4 1'2"4 17'2"4 8' 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W K 696 / -/ -/ -/ -/ 4.8 H 696 / -/ -/ -/ -/ 4.8 K Min Brg Width Req =1.5 H Min Brg Width Req =1.5 Bearings K & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1715 C - D 0 -1727 Chords Tens.Comp. D - E 0 -1715 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1155 0 J - I 1727 0 Chords Tens.Comp. I - H 1155 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 0 -1284 B - J 700 0 Webs Tens.Comp. I - E 700 0 E - H 0 -1284 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: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.098 C 999 360 VERT(TL):0.225 C 917 240 HORZ(LL):0.022 B - - HORZ(TL):0.036 B - - Creep Factor: 2.0 Max TC CSI:0.610 Max BC CSI:0.639 Max W eb CSI:0.231 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT4 Ply: 1 Qty:3 SEQN:106311 /T12 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42847 KM /WHK 08/22/2018 + 9'1"2 A B C D E F HIJK 1X31X3 3X6 3X6 3X4 1X3 1X3 3X4 3X6 1X3 3X6 1X3 3"8 12'10"8 3"2'6"12 2'6"12 3" 5'4"8 5'4"8 7'6" 2'1"8 12'10"8 5'4"8 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W K 696 / -/ -/ -/ -/ 4.8 H 696 / -/ -/ -/ -/ 4.8 K Min Brg Width Req =1.5 H Min Brg Width Req =1.5 Bearings K & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1715 C - D 0 -1727 Chords Tens.Comp. D - E 0 -1715 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1155 0 J - I 1727 0 Chords Tens.Comp. I - H 1155 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 0 -1284 B - J 700 0 Webs Tens.Comp. I - E 700 0 E - H 0 -1284 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: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.098 C 999 360 VERT(TL):0.225 C 917 240 HORZ(LL):0.022 B - - HORZ(TL):0.036 B - - Creep Factor: 2.0 Max TC CSI:0.610 Max BC CSI:0.639 Max W eb CSI:0.231 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT4 Ply: 1 Qty:3 SEQN:106311 /T12 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42847 KM /WHK 08/22/2018 + 9'1"2 A B C D E F HIJK 1X31X3 3X6 3X6 3X4 1X3 1X3 3X4 3X6 1X3 3X6 1X3 3"8 12'10"8 3"2'6"12 2'6"12 3" 5'4"8 5'4"8 7'6" 2'1"8 12'10"8 5'4"8 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W M*108 / -/ -/ -/ -/ 154 M Min Brg Width Req =- Bearing W is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 D 999 360 VERT(TL):0.000 D 999 240 HORZ(LL):0.000 K - - HORZ(TL):0.000 K - - Creep Factor: 2.0 Max TC CSI:0.074 Max BC CSI:0.018 Max W eb CSI:0.018 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT4GE Ply: 1 Qty:1 SEQN:106308 /T15 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42815 KM /WHK 08/22/2018 9'1"2 A E G K M NRV W 3X4 2X4 3X4 3X4 3X4 3X4 3X4 3X4 2X4 3"8 12'10"8 11"12 1'4" (TYP) 3"4'9"8 2'6"8 4'9"8 3" 1'0"8 1'0"8 12'10"8 11'10" 1 '4 " **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #2 Dense Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W M*108 / -/ -/ -/ -/ 154 M Min Brg Width Req =- Bearing W is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 D 999 360 VERT(TL):0.000 D 999 240 HORZ(LL):0.000 K - - HORZ(TL):0.000 K - - Creep Factor: 2.0 Max TC CSI:0.074 Max BC CSI:0.018 Max W eb CSI:0.018 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:FT4GE Ply: 1 Qty:1 SEQN:106308 /T15 /SY42 FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42815 KM /WHK 08/22/2018 9'1"2 A E G K M NRV W 3X4 2X4 3X4 3X4 3X4 3X4 3X4 3X4 2X4 3"8 12'10"8 11"12 1'4" (TYP) 3"4'9"8 2'6"8 4'9"8 3" 1'0"8 1'0"8 12'10"8 11'10" 1 '4 " 08/23/2018 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 54 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 8.42 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 8.42 TC: 64 lb Conc. Load at 2.83 TC: 179 lb Conc. Load at 5.66 BC: 60 lb Conc. Load at 2.83 BC: 137 lb Conc. Load at 5.66 Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W E 262 / 84 / -/ -/ -/ 7.0 D 147 / 12 / -/ -/ -/ 1.5 C 144 / 64 / -/ -/ -/ 1.5 Wind reactions based on MWFRS E Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.022 D - - HORZ(TL):0.043 D - - Creep Factor: 2.0 Max TC CSI:0.768 Max BC CSI:0.844 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:HJ6 Ply: 1 Qty:3 SEQN:106177 /T19 /HIP_ FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42893 KM /WHK 08/22/2018 18'7" 20'7"4 A B C DE 2.83 12 2X4(A1) 8'5"1 8'5"11'5" 3"15 2 '3 "1 2 2 '7 "7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 54 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 8.42 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 8.42 TC: 64 lb Conc. Load at 2.83 TC: 179 lb Conc. Load at 5.66 BC: 60 lb Conc. Load at 2.83 BC: 137 lb Conc. Load at 5.66 Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 16d common(0.162"x3.5") toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W E 262 / 84 / -/ -/ -/ 7.0 D 147 / 12 / -/ -/ -/ 1.5 C 144 / 64 / -/ -/ -/ 1.5 Wind reactions based on MWFRS E Min Brg Width Req =1.5 D Min Brg Width Req =- C Min Brg Width Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.022 D - - HORZ(TL):0.043 D - - Creep Factor: 2.0 Max TC CSI:0.768 Max BC CSI:0.844 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1114.21 Job Number:20933 MODEL 1891A /MODEL 1891A -Pinnacle Homes Truss Label:HJ6 Ply: 1 Qty:3 SEQN:106177 /T19 /HIP_ FROM: MT Cust: R R408 JRef:1WdQ4080012 DrwNo:234.18.1544.42893 KM /WHK 08/22/2018 18'7" 20'7"4 A B C DE 2.83 12 2X4(A1) 8'5"1 8'5"11'5" 3"15 2 '3 "1 2 2 '7 "7 08/23/2018 COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 08/23/2018COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 08/23/2018COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 08/23/2018COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 08/23/2018COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 08/23/2018COA #0 278