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HomeMy WebLinkAboutTRUSS SPECS - M19-00144 - Stoddard - RP0RVRK0030210 - New SFR/ C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Rt Wedge 2x4 SPF #1/#2: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.092 G 999 240 VERT(TL): 0.175 G 999 180 HORZ(LL): 0.040 G - - HORZ(TL): 0.076 G - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.556 Max BC CSI: 0.621 Max Web CSI: 0.195 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:A1 Ply: 1 Qty:1 Wgt: 106.4 lbs SEQN: 346384 / T1 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1274 /-/-/537 /1 /131 E 1375 /-/-/588 /11 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =2.0 E Brg Width = 5.5 Min Req =2.2 Bearings A & E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 478 -2201 B - C 491 -1914 C - D 445 -1844 Chords Tens.Comp. D - E 431 -2127 E - F 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1882 -319 I - H 1227 -127 Chords Tens.Comp. H - G 1227 -127 G - E 1799 -308 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 216 -609 I - C 794 -155 Webs Tens.Comp. C - G 702 -132 G - D 210 -563 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9' A B C D E F GHI 6 12 3X10(B3) 3X4 4X4 4X10 3X4 3X5 3X4 4X7(B2) 22'6" 11'4"8 11'1"8 1'1"9 4"8 6" 6'0 " 1 2 6'4 " 1 1 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Rt Wedge 2x4 SPF #1/#2: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.092 G 999 240 VERT(TL): 0.175 G 999 180 HORZ(LL): 0.040 G - - HORZ(TL): 0.076 G - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.556 Max BC CSI: 0.621 Max Web CSI: 0.195 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:A1 Ply: 1 Qty:1 Wgt: 106.4 lbs SEQN: 346384 / T1 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1274 /-/-/537 /1 /131 E 1375 /-/-/588 /11 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =2.0 E Brg Width = 5.5 Min Req =2.2 Bearings A & E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 478 -2201 B - C 491 -1914 C - D 445 -1844 Chords Tens.Comp. D - E 431 -2127 E - F 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1882 -319 I - H 1227 -127 Chords Tens.Comp. H - G 1227 -127 G - E 1799 -308 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 216 -609 I - C 794 -155 Webs Tens.Comp. C - G 702 -132 G - D 210 -563 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9' A B C D E F GHI 6 12 3X10(B3) 3X4 4X4 4X10 3X4 3X5 3X4 4X7(B2) 22'6" 11'4"8 11'1"8 1'1"9 4"8 6" 6'0 " 1 2 6'4 " 1 1 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Rt Wedge 2x4 SPF #1/#2: Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.092 G 999 240 VERT(TL): 0.175 G 999 180 HORZ(LL): 0.040 G - - HORZ(TL): 0.076 G - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.556 Max BC CSI: 0.622 Max Web CSI: 0.196 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:A1A Ply: 1 Qty:7 Wgt: 106.4 lbs SEQN: 346387 / T22 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1273 /-/-/537 /1 /131 E 1376 /-/-/588 /11 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- E Brg Width = 5.5 Min Req =2.2 Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 480 -2209 B - C 493 -1920 C - D 446 -1845 Chords Tens.Comp. D - E 431 -2129 E - F 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1890 -320 I - H 1229 -127 Chords Tens.Comp. H - G 1229 -127 G - E 1800 -309 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 216 -613 I - C 801 -157 Webs Tens.Comp. C - G 702 -132 G - D 210 -563 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9' A B C D E F GHI 6 12 3X10(B3) 3X4 4X4 4X10 3X4 3X5 3X4 4X7(B2) 22'6" (J) 11'4"8 11'1"8 1'1"9 4"8 6" 6'0 " 1 2 6'4 " 1 1 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Rt Wedge 2x4 SPF #1/#2: Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.092 G 999 240 VERT(TL): 0.175 G 999 180 HORZ(LL): 0.040 G - - HORZ(TL): 0.076 G - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.556 Max BC CSI: 0.622 Max Web CSI: 0.196 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:A1A Ply: 1 Qty:7 Wgt: 106.4 lbs SEQN: 346387 / T22 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1273 /-/-/537 /1 /131 E 1376 /-/-/588 /11 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- E Brg Width = 5.5 Min Req =2.2 Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 480 -2209 B - C 493 -1920 C - D 446 -1845 Chords Tens.Comp. D - E 431 -2129 E - F 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1890 -320 I - H 1229 -127 Chords Tens.Comp. H - G 1229 -127 G - E 1800 -309 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 216 -613 I - C 801 -157 Webs Tens.Comp. C - G 702 -132 G - D 210 -563 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9' A B C D E F GHI 6 12 3X10(B3) 3X4 4X4 4X10 3X4 3X5 3X4 4X7(B2) 22'6" (J) 11'4"8 11'1"8 1'1"9 4"8 6" 6'0 " 1 2 6'4 " 1 1 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :W6 2x6 SPF 1650f-1.5E: Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.074 I 999 240 VERT(TL): 0.142 I 999 180 HORZ(LL): 0.033 E - - HORZ(TL): 0.063 E - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.493 Max BC CSI: 0.457 Max Web CSI: 0.954 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:A2 Ply: 1 Qty:4 Wgt: 113.4 lbs SEQN: 346394 / T12 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1253 /-/-/527 /1 /115 F 1240 /-/-/518 /2 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- F Brg Width = 1.5 Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 469 -2165 B - C 483 -1876 Chords Tens.Comp. C - D 468 -1746 D - E 162 -422 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1851 -345 I - H 1180 -149 Chords Tens.Comp. H - G 1180 -149 G - F 1670 -320 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 216 -616 I - C 797 -155 C - G 632 -126 Webs Tens.Comp. G - D 202 -477 D - F 348 -1630 F - E 137 -266 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W6 9' A B C D E FGHI 6 12 3X10(B3) 3X4 4X4 4X10 3X4 3X4 3X8 5X6(**) 3X4(**) (J) 11'4"8 10'7"8 21'10"8 1"8 22' 4"8 9" 6'0 " 1 2 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :W6 2x6 SPF 1650f-1.5E: Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.074 I 999 240 VERT(TL): 0.142 I 999 180 HORZ(LL): 0.033 E - - HORZ(TL): 0.063 E - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.493 Max BC CSI: 0.457 Max Web CSI: 0.954 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:A2 Ply: 1 Qty:4 Wgt: 113.4 lbs SEQN: 346394 / T12 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1253 /-/-/527 /1 /115 F 1240 /-/-/518 /2 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- F Brg Width = 1.5 Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 469 -2165 B - C 483 -1876 Chords Tens.Comp. C - D 468 -1746 D - E 162 -422 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1851 -345 I - H 1180 -149 Chords Tens.Comp. H - G 1180 -149 G - F 1670 -320 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 216 -616 I - C 797 -155 C - G 632 -126 Webs Tens.Comp. G - D 202 -477 D - F 348 -1630 F - E 137 -266 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W6 9' A B C D E FGHI 6 12 3X10(B3) 3X4 4X4 4X10 3X4 3X4 3X8 5X6(**) 3X4(**) (J) 11'4"8 10'7"8 21'10"8 1"8 22' 4"8 9" 6'0 " 1 2 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 240 VERT(TL): 0.003 F 999 180 HORZ(LL): 0.001 K - - HORZ(TL): 0.002 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.105 Max BC CSI: 0.048 Max Web CSI: 0.089 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:AG1 Ply: 1 Qty:1 Wgt: 128.8 lbs SEQN: 346731 / T14 / GABL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 308 /-/-/111 /2 /139 M*110 /-/-/43 /1 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 M Brg Width = 264 Min Req =- Bearings B & B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 85 -105 C - D 73 -84 D - E 100 -68 E - F 135 -69 F - G 175 -85 G - H 176 -68 Chords Tens.Comp. H - I 140 -62 I - J 105 -63 J - K 65 -55 K - L 25 -61 L - M 17 -74 M - N 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 98 -41 Y - X 100 -41 X - W 101 -41 W - V 102 -41 V - U 104 -41 U - T 104 -41 Chords Tens.Comp. T - S 104 -41 S - R 103 -40 R - Q 103 -39 Q - P 102 -38 P - O 98 -37 O - M 94 -35 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - Y 134 -234 D - X 61 -192 E - W 106 -258 F - V 126 -309 G - U 0 -153 Gables Tens.Comp. S - H 115 -286 R - I 110 -264 Q - J 71 -214 P - K 111 -190 O - L 60 -93 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9'A B C D E F G H I J K L M N OPQRSTUVWXY 6 12 3X4(A1) 4X4 3X4(B1) 22'6" 11'4"8 11'1"8 1'1"9 1'1"9 4"8 6" 6'0 " 1 2 6'6 " 3 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 240 VERT(TL): 0.003 F 999 180 HORZ(LL): 0.001 K - - HORZ(TL): 0.002 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.105 Max BC CSI: 0.048 Max Web CSI: 0.089 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:AG1 Ply: 1 Qty:1 Wgt: 128.8 lbs SEQN: 346731 / T14 / GABL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 308 /-/-/111 /2 /139 M*110 /-/-/43 /1 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 M Brg Width = 264 Min Req =- Bearings B & B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 85 -105 C - D 73 -84 D - E 100 -68 E - F 135 -69 F - G 175 -85 G - H 176 -68 Chords Tens.Comp. H - I 140 -62 I - J 105 -63 J - K 65 -55 K - L 25 -61 L - M 17 -74 M - N 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 98 -41 Y - X 100 -41 X - W 101 -41 W - V 102 -41 V - U 104 -41 U - T 104 -41 Chords Tens.Comp. T - S 104 -41 S - R 103 -40 R - Q 103 -39 Q - P 102 -38 P - O 98 -37 O - M 94 -35 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - Y 134 -234 D - X 61 -192 E - W 106 -258 F - V 126 -309 G - U 0 -153 Gables Tens.Comp. S - H 115 -286 R - I 110 -264 Q - J 71 -214 P - K 111 -190 O - L 60 -93 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9'A B C D E F G H I J K L M N OPQRSTUVWXY 6 12 3X4(A1) 4X4 3X4(B1) 22'6" 11'4"8 11'1"8 1'1"9 1'1"9 4"8 6" 6'0 " 1 2 6'6 " 3 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 F 999 240 VERT(TL): 0.022 F 999 180 HORZ(LL): 0.007 F - - HORZ(TL): 0.013 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.386 Max BC CSI: 0.202 Max Web CSI: 0.047 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:B1 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 346403 / T3 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 791 /-/-/293 /9 /74 D 791 /-/-/293 /9 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 5.5 Min Req =1.5 Bearings B & D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 59 0 B - C 249 -732 Chords Tens.Comp. C - D 249 -732 D - E 59 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 541 -99 Chords Tens.Comp. F - D 541 -99 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 208 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E F 6 12 3X4(B1) 4X4(R1) 3X4 3X4(B1) 10' 5'5' 1'1"9 1'1"9 6" 3' 3' 3 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 F 999 240 VERT(TL): 0.022 F 999 180 HORZ(LL): 0.007 F - - HORZ(TL): 0.013 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.386 Max BC CSI: 0.202 Max Web CSI: 0.047 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:B1 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 346403 / T3 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 791 /-/-/293 /9 /74 D 791 /-/-/293 /9 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 5.5 Min Req =1.5 Bearings B & D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 59 0 B - C 249 -732 Chords Tens.Comp. C - D 249 -732 D - E 59 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 541 -99 Chords Tens.Comp. F - D 541 -99 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 208 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E F 6 12 3X4(B1) 4X4(R1) 3X4 3X4(B1) 10' 5'5' 1'1"9 1'1"9 6" 3' 3' 3 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Rt Slider 2x4 SPF #1/#2: BLOCK LENGTH = 1.500' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 D 999 240 VERT(TL): 0.101 D 999 180 HORZ(LL):-0.025 D - - HORZ(TL):-0.051 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.380 Max BC CSI: 0.225 Max Web CSI: 0.114 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:B1A Ply: 1 Qty:1 Wgt: 40.6 lbs SEQN: 346746 / T31 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 780 /-/-/287 /9 /62 G 602 /-/-/221 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5 Bearings B & G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 59 0 B - C 256 -717 Chords Tens.Comp. C - D 257 -632 D - E 421 -968 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 525 -155 Chords Tens.Comp. F - E 526 -155 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 201 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E F G 6 12 3X4(B1) 4X4(R1) 3X4 3X4 3X6(E5) 9'6"8 5'4'6"8 1'1"9 6"8"12 3' 3' 3 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Rt Slider 2x4 SPF #1/#2: BLOCK LENGTH = 1.500' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 D 999 240 VERT(TL): 0.101 D 999 180 HORZ(LL):-0.025 D - - HORZ(TL):-0.051 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.380 Max BC CSI: 0.225 Max Web CSI: 0.114 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:B1A Ply: 1 Qty:1 Wgt: 40.6 lbs SEQN: 346746 / T31 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 780 /-/-/287 /9 /62 G 602 /-/-/221 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5 Bearings B & G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 59 0 B - C 256 -717 Chords Tens.Comp. C - D 257 -632 D - E 421 -968 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 525 -155 Chords Tens.Comp. F - E 526 -155 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 201 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E F G 6 12 3X4(B1) 4X4(R1) 3X4 3X4 3X6(E5) 9'6"8 5'4'6"8 1'1"9 6"8"12 3' 3' 3 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.046 J 999 240 VERT(TL): 0.088 J 999 180 HORZ(LL): 0.022 C - - HORZ(TL): 0.043 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.243 Max BC CSI: 0.306 Max Web CSI: 0.057 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:BG1 Ply: 1 Qty:1 Wgt: 44.8 lbs SEQN: 346406 / T15 / GABL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 791 /-/-/293 /9 /74 F 791 /-/-/293 /9 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings B & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 59 0 B - C 229 -711 C - D 280 -624 Chords Tens.Comp. D - E 281 -624 E - F 229 -711 F - G 59 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 548 -106 J - I 544 -102 Chords Tens.Comp. I - H 544 -102 H - F 548 -106 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 113 -162 D - I 233 -103 Gables Tens.Comp. H - E 113 -162 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E F G HIJ 6 12 3X4(B1) 4X4 3X4(B1) 10' 5'5' 1'1"9 1'1"9 6" 3' 3'3 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.046 J 999 240 VERT(TL): 0.088 J 999 180 HORZ(LL): 0.022 C - - HORZ(TL): 0.043 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.243 Max BC CSI: 0.306 Max Web CSI: 0.057 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:BG1 Ply: 1 Qty:1 Wgt: 44.8 lbs SEQN: 346406 / T15 / GABL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 791 /-/-/293 /9 /74 F 791 /-/-/293 /9 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings B & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 59 0 B - C 229 -711 C - D 280 -624 Chords Tens.Comp. D - E 281 -624 E - F 229 -711 F - G 59 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 548 -106 J - I 544 -102 Chords Tens.Comp. I - H 544 -102 H - F 548 -106 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 113 -162 D - I 233 -103 Gables Tens.Comp. H - E 113 -162 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E F G HIJ 6 12 3X4(B1) 4X4 3X4(B1) 10' 5'5' 1'1"9 1'1"9 6" 3' 3'3 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 2.03 TC: From 46 plf at 2.03 to 46 plf at 10.50 TC: From 92 plf at 10.50 to 92 plf at 21.00 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 10.94 BC: From 20 plf at 10.94 to 20 plf at 21.00 TC: 76 lb Conc. Load at 2.03 TC: 55 lb Conc. Load at 4.06, 6.06, 8.06,10.06 TC: 83 lb Conc. Load at 10.94 BC: 82 lb Conc. Load at 2.03 BC: 34 lb Conc. Load at 4.06, 6.06, 8.06,10.06 BC: 37 lb Conc. Load at 10.94 Plating Notes All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.033 J 999 240 VERT(TL): 0.061 J 999 180 HORZ(LL):-0.014 J - - HORZ(TL):-0.026 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.520 Max BC CSI: 0.235 Max Web CSI: 0.538 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:BG2 Ply: 1 Qty:1 Wgt: 154.0 lbs SEQN: 346418 / T29 / GABL FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 677 /-/-/12 /-/- O 1620 /-/-/101 /-/- M 383 /-/-/50 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 O Brg Width = 5.5 Min Req =2.2 M Brg Width = 5.5 Min Req =1.5 Bearings B, O, & M Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 0 -762 C - D 0 -513 D - E 2 -288 E - F 1 -283 F - G 0 -236 Chords Tens.Comp. G - H 317 0 H - I 351 0 I - J 501 0 J - K 479 0 K - L 374 0 L - M 99 -394 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 612 0 R - Q 609 0 Q - P 279 -7 Chords Tens.Comp. P - O 279 -7 O - N 274 -64 N - M 277 -61 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 19 -171 S - R 119 0 S - D 121 0 S - U 16 -172 D - T 0 -243 T - U 0 -287 V - W 5 -82 V - Q 0 -368 W - X 5 -83 Q - X 317 0 X - G 369 0 X - Z 5 -88 Webs Tens.Comp. G - Y 0 -521 Z -AB 5 -88 AA-AB 0 -554 AC-AD 3 0 AC- O 0 -652 I -AE 0 -555 AD-AE 3 0 AE- O 0 -569 O -AF 0 -751 AF-AG 0 -639 AG- L 0 -665 L - N 200 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. T - E 6 -82 F - W 5 -44 Y - H 6 -81 Z -AA 3 -34 Gables Tens.Comp. I -AD 1 -44 J -AF 1 -223 K -AG 51 -1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E F G H I J K L M NOPQR S TU V W X Y Z AA AB ACAD AE AF AG 6 12 3X4(B1) 4X6 4X6 4X10(R) 3X4(**) 3X8 3X4(B1) 11'8"4 9'3"12 10'6"10'6" 21'1'1"9 6" 5' 9 " 6'0 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 2.03 TC: From 46 plf at 2.03 to 46 plf at 10.50 TC: From 92 plf at 10.50 to 92 plf at 21.00 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 10.94 BC: From 20 plf at 10.94 to 20 plf at 21.00 TC: 76 lb Conc. Load at 2.03 TC: 55 lb Conc. Load at 4.06, 6.06, 8.06,10.06 TC: 83 lb Conc. Load at 10.94 BC: 82 lb Conc. Load at 2.03 BC: 34 lb Conc. Load at 4.06, 6.06, 8.06,10.06 BC: 37 lb Conc. Load at 10.94 Plating Notes All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.033 J 999 240 VERT(TL): 0.061 J 999 180 HORZ(LL):-0.014 J - - HORZ(TL):-0.026 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.520 Max BC CSI: 0.235 Max Web CSI: 0.538 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:BG2 Ply: 1 Qty:1 Wgt: 154.0 lbs SEQN: 346418 / T29 / GABL FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 677 /-/-/12 /-/- O 1620 /-/-/101 /-/- M 383 /-/-/50 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 O Brg Width = 5.5 Min Req =2.2 M Brg Width = 5.5 Min Req =1.5 Bearings B, O, & M Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 0 -762 C - D 0 -513 D - E 2 -288 E - F 1 -283 F - G 0 -236 Chords Tens.Comp. G - H 317 0 H - I 351 0 I - J 501 0 J - K 479 0 K - L 374 0 L - M 99 -394 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 612 0 R - Q 609 0 Q - P 279 -7 Chords Tens.Comp. P - O 279 -7 O - N 274 -64 N - M 277 -61 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 19 -171 S - R 119 0 S - D 121 0 S - U 16 -172 D - T 0 -243 T - U 0 -287 V - W 5 -82 V - Q 0 -368 W - X 5 -83 Q - X 317 0 X - G 369 0 X - Z 5 -88 Webs Tens.Comp. G - Y 0 -521 Z -AB 5 -88 AA-AB 0 -554 AC-AD 3 0 AC- O 0 -652 I -AE 0 -555 AD-AE 3 0 AE- O 0 -569 O -AF 0 -751 AF-AG 0 -639 AG- L 0 -665 L - N 200 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. T - E 6 -82 F - W 5 -44 Y - H 6 -81 Z -AA 3 -34 Gables Tens.Comp. I -AD 1 -44 J -AF 1 -223 K -AG 51 -1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E F G H I J K L M NOPQR S TU V W X Y Z AA AB ACAD AE AF AG 6 12 3X4(B1) 4X6 4X6 4X10(R) 3X4(**) 3X8 3X4(B1) 11'8"4 9'3"12 10'6"10'6" 21'1'1"9 6" 5' 9 " 6'0 " 1 5 Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:BG2 Ply: 1 Qty:1 Wgt: 154.0 lbs SEQN: 346418 / T29 / GABL FROM: GLD Page 2 of 2 DRW: .../...10/24/2019 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x8 DF-L SS Webs 2x4 SPF #1/#2 Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 21.00 BC: From 20 plf at 0.00 to 20 plf at 9.83 BC: From 10 plf at 9.83 to 10 plf at 21.00 BC: 2646 lb Conc. Load at 9.83 BC: 2656 lb Conc. Load at 11.83 BC: 2623 lb Conc. Load at 13.83 BC: 2216 lb Conc. Load at 15.83 BC: 2332 lb Conc. Load at 17.83 BC: 2234 lb Conc. Load at 19.83Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 9.083' 1 15" 25 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.076 G 999 240 VERT(TL): 0.144 G 949 180 HORZ(LL): 0.044 C - - HORZ(TL): 0.084 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.380 Max BC CSI: 0.699 Max Web CSI: 0.895 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:BG3 Ply: 2 Qty:1 Wgt: 285.6 lbs SEQN: 346686 / T33 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L -/-/-/52 /-/- J 10167 /-/-/93 /-/- F 7064 /-/-/-/3 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req =1.5 J Brg Width = 5.5 Min Req =- F Brg Width = 5.5 Min Req =5.2 Bearings L, J, & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 350 -25 B - C 439 0 C - D 319 -44 Chords Tens.Comp. D - E 7 -3374 E - F 8 -5355 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 22 -263 K - J 21 -257 J - I 2763 -6 Chords Tens.Comp. I - H 2763 -6 H - G 4694 -7 G - F 4767 -7 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 29 -191 B - J 116 -114 J - C 0 -473 J - D 0 -3628 Webs Tens.Comp. D - H 3650 -2 H - E 1 -1893 E - G 1555 -3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 BL1 (a) 10' A B C D E F GHIJKL 6 12 3X4(A1) 3X4 3X4 8X12 4X4 H0610 8X10(R) 7X12(R) 5X8 3X12 4X12(B12R) 9'3"12 11'8"4 10'6"10'6" 21' 6" 5' 9 " Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x8 DF-L SS Webs 2x4 SPF #1/#2 Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 21.00 BC: From 20 plf at 0.00 to 20 plf at 9.83 BC: From 10 plf at 9.83 to 10 plf at 21.00 BC: 2646 lb Conc. Load at 9.83 BC: 2656 lb Conc. Load at 11.83 BC: 2623 lb Conc. Load at 13.83 BC: 2216 lb Conc. Load at 15.83 BC: 2332 lb Conc. Load at 17.83 BC: 2234 lb Conc. Load at 19.83Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 9.083' 1 15" 25 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.076 G 999 240 VERT(TL): 0.144 G 949 180 HORZ(LL): 0.044 C - - HORZ(TL): 0.084 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.380 Max BC CSI: 0.699 Max Web CSI: 0.895 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:BG3 Ply: 2 Qty:1 Wgt: 285.6 lbs SEQN: 346686 / T33 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L -/-/-/52 /-/- J 10167 /-/-/93 /-/- F 7064 /-/-/-/3 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req =1.5 J Brg Width = 5.5 Min Req =- F Brg Width = 5.5 Min Req =5.2 Bearings L, J, & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 350 -25 B - C 439 0 C - D 319 -44 Chords Tens.Comp. D - E 7 -3374 E - F 8 -5355 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 22 -263 K - J 21 -257 J - I 2763 -6 Chords Tens.Comp. I - H 2763 -6 H - G 4694 -7 G - F 4767 -7 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 29 -191 B - J 116 -114 J - C 0 -473 J - D 0 -3628 Webs Tens.Comp. D - H 3650 -2 H - E 1 -1893 E - G 1555 -3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 BL1 (a) 10' A B C D E F GHIJKL 6 12 3X4(A1) 3X4 3X4 8X12 4X4 H0610 8X10(R) 7X12(R) 5X8 3X12 4X12(B12R) 9'3"12 11'8"4 10'6"10'6" 21' 6" 5' 9 " / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -1.51 to 91 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.04 BC: From 0 plf at -1.51 to 4 plf at -0.10 BC: From 2 plf at 0.00 to 2 plf at 9.04 TC: 100 lb Conc. Load at 2.70 BC: 65 lb Conc. Load at 2.70 BC: 397 lb Conc. Load at 5.53 BC: 634 lb Conc. Load at 8.36 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 C 999 240 VERT(TL): 0.034 C 999 180 HORZ(LL): 0.006 H - - HORZ(TL): 0.011 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.221 Max BC CSI: 0.648 Max Web CSI: 0.161 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG1 Ply: 1 Qty:4 Wgt: 56.0 lbs SEQN: 346144 / T53 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 408 /-/-/-/10 /50 G 893 /-/-/-/19 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 -1 B - C 32 -679 C - D 41 -614 Chords Tens.Comp. D - E 27 -14 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 620 0 J - I 620 0 Chords Tens.Comp. I - H 519 0 H - G 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 79 0 C - I 0 -134 I - D 603 -21 Webs Tens.Comp. D - H 13 -659 E - H 0 -25 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9'A B C D E F GHIJ 4.24 12 3X4(B1) 3X4 3X4 3X5 3X5 3X4 3X4 9'0"8 (J)8'11"12 0"121'6"2 6" 3'8 " 6 4' 0 " 1 HB 0"12 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -1.51 to 91 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.04 BC: From 0 plf at -1.51 to 4 plf at -0.10 BC: From 2 plf at 0.00 to 2 plf at 9.04 TC: 100 lb Conc. Load at 2.70 BC: 65 lb Conc. Load at 2.70 BC: 397 lb Conc. Load at 5.53 BC: 634 lb Conc. Load at 8.36 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 C 999 240 VERT(TL): 0.034 C 999 180 HORZ(LL): 0.006 H - - HORZ(TL): 0.011 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.221 Max BC CSI: 0.648 Max Web CSI: 0.161 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG1 Ply: 1 Qty:4 Wgt: 56.0 lbs SEQN: 346144 / T53 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 408 /-/-/-/10 /50 G 893 /-/-/-/19 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 -1 B - C 32 -679 C - D 41 -614 Chords Tens.Comp. D - E 27 -14 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 620 0 J - I 620 0 Chords Tens.Comp. I - H 519 0 H - G 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 79 0 C - I 0 -134 I - D 603 -21 Webs Tens.Comp. D - H 13 -659 E - H 0 -25 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9'A B C D E F GHIJ 4.24 12 3X4(B1) 3X4 3X4 3X5 3X5 3X4 3X4 9'0"8 (J)8'11"12 0"121'6"2 6" 3'8 " 6 4' 0 " 1 HB 0"12 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -1.57 to 91 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.04 BC: From 0 plf at -1.57 to 4 plf at -0.10 BC: From 2 plf at 0.00 to 2 plf at 9.04 TC: 100 lb Conc. Load at 2.70 BC: 65 lb Conc. Load at 2.70 BC: 391 lb Conc. Load at 5.53 BC: 634 lb Conc. Load at 8.36 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039 L 999 240 VERT(TL): 0.074 L 999 180 HORZ(LL): 0.015 J - - HORZ(TL): 0.029 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.159 Max BC CSI: 0.597 Max Web CSI: 0.314 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG1A Ply: 1 Qty:1 Wgt: 68.6 lbs SEQN: 346627 / T38 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 409 /-/-/-/8 /34 I 888 /-/-/-/18 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 I Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 -1 B - C 24 -591 C - D 28 -1189 D - E 27 -1510 Chords Tens.Comp. E - F 31 -720 F - G 19 -10 G - H 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 531 0 P - O 74 0 N - M 82 0 Chords Tens.Comp. L - K 1466 0 K - J 587 0 J - I 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 5 -245 C - N 597 -3 P - N 482 0 N - O 67 0 N - D 8 -251 N - L 1172 0 D - L 244 0 Webs Tens.Comp. L - M 30 0 L - E 715 -2 E - K 0 -854 K - F 687 -16 F - J 11 -748 G - J 1 -18 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11' A B C D E F GH IJK LM N OP 4.24 12 3X4(B1) 3X4 3X4 6X8 3X4 3X4 4X18 3X4 3X6 3X5 3X6 3X4 3X4 9'0"8 (J)3'7"1 1'5"3'11"11 0"121'6"14 6" 1' 2'8 " 6 3'8 " 6 4' 0 " 5 HB 0"12 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -1.57 to 91 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.04 BC: From 0 plf at -1.57 to 4 plf at -0.10 BC: From 2 plf at 0.00 to 2 plf at 9.04 TC: 100 lb Conc. Load at 2.70 BC: 65 lb Conc. Load at 2.70 BC: 391 lb Conc. Load at 5.53 BC: 634 lb Conc. Load at 8.36 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039 L 999 240 VERT(TL): 0.074 L 999 180 HORZ(LL): 0.015 J - - HORZ(TL): 0.029 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.159 Max BC CSI: 0.597 Max Web CSI: 0.314 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG1A Ply: 1 Qty:1 Wgt: 68.6 lbs SEQN: 346627 / T38 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 409 /-/-/-/8 /34 I 888 /-/-/-/18 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 I Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 -1 B - C 24 -591 C - D 28 -1189 D - E 27 -1510 Chords Tens.Comp. E - F 31 -720 F - G 19 -10 G - H 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 531 0 P - O 74 0 N - M 82 0 Chords Tens.Comp. L - K 1466 0 K - J 587 0 J - I 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 5 -245 C - N 597 -3 P - N 482 0 N - O 67 0 N - D 8 -251 N - L 1172 0 D - L 244 0 Webs Tens.Comp. L - M 30 0 L - E 715 -2 E - K 0 -854 K - F 687 -16 F - J 11 -748 G - J 1 -18 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11' A B C D E F GH IJK LM N OP 4.24 12 3X4(B1) 3X4 3X4 6X8 3X4 3X4 4X18 3X4 3X6 3X5 3X6 3X4 3X4 9'0"8 (J)3'7"1 1'5"3'11"11 0"121'6"14 6" 1' 2'8 " 6 3'8 " 6 4' 0 " 5 HB 0"12 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -1.51 to 91 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 5.51 BC: From 0 plf at -1.51 to 4 plf at -0.10 BC: From 2 plf at 0.00 to 2 plf at 5.51 TC: 100 lb Conc. Load at 2.70 BC: 65 lb Conc. Load at 2.70 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 H 999 240 VERT(TL): 0.008 H 999 180 HORZ(LL):-0.001 E - - HORZ(TL):-0.002 E - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.102 Max BC CSI: 0.083 Max Web CSI: 0.032 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG2 Ply: 1 Qty:2 Wgt: 30.8 lbs SEQN: 346734 / T27 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 216 /-/-/4 /-/- F 85 /-/-/4 /-/- D 73 /-/-/3 /-/- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 -1 B - C 0 -212 Chords Tens.Comp. C - D 6 -12 D - E 24 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 186 0 H - G 178 0 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - C 105 0 C - G 0 -192 Webs Tens.Comp. D - G 45 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 12'1"14 A B C D E FGH 4.24 12 3X4(B1) 3X4 3X4 3X4 3X4 5'5"5 0"121'6"2 5'6"1 2' 1 " 1 4 6" 2'5 " 6 2'9 " 1 HB 0"12 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -1.51 to 91 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 5.51 BC: From 0 plf at -1.51 to 4 plf at -0.10 BC: From 2 plf at 0.00 to 2 plf at 5.51 TC: 100 lb Conc. Load at 2.70 BC: 65 lb Conc. Load at 2.70 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 H 999 240 VERT(TL): 0.008 H 999 180 HORZ(LL):-0.001 E - - HORZ(TL):-0.002 E - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.102 Max BC CSI: 0.083 Max Web CSI: 0.032 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG2 Ply: 1 Qty:2 Wgt: 30.8 lbs SEQN: 346734 / T27 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 216 /-/-/4 /-/- F 85 /-/-/4 /-/- D 73 /-/-/3 /-/- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 -1 B - C 0 -212 Chords Tens.Comp. C - D 6 -12 D - E 24 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 186 0 H - G 178 0 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - C 105 0 C - G 0 -192 Webs Tens.Comp. D - G 45 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 12'1"14 A B C D E FGH 4.24 12 3X4(B1) 3X4 3X4 3X4 3X4 5'5"5 0"121'6"2 5'6"1 2' 1 " 1 4 6" 2'5 " 6 2'9 " 1 HB 0"12 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.001 D - - HORZ(TL):-0.001 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.141 Max BC CSI: 0.044 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG3 Ply: 1 Qty:1 Wgt: 11.2 lbs SEQN: 346412 / T16 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 139 /-/-/172 /13 /31 D 47 /-3 /-/32 /-/- C 20 /-10 /-/22 /10 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 Chords Tens.Comp. B - C 7 -35 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'2"4 A B C D 4.24 12 3X4(B1) 2'9"31'6"2 6" 1' 5 " 1 2 1' 9 " 7 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.001 D - - HORZ(TL):-0.001 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.141 Max BC CSI: 0.044 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG3 Ply: 1 Qty:1 Wgt: 11.2 lbs SEQN: 346412 / T16 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 139 /-/-/172 /13 /31 D 47 /-3 /-/32 /-/- C 20 /-10 /-/22 /10 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 Chords Tens.Comp. B - C 7 -35 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'2"4 A B C D 4.24 12 3X4(B1) 2'9"31'6"2 6" 1' 5 " 1 2 1' 9 " 7 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.001 F - - HORZ(TL):-0.001 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.139 Max BC CSI: 0.029 Max Web CSI: 0.013 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG4 Ply: 1 Qty:1 Wgt: 14.0 lbs SEQN: 346740 / T13 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 131 /-/-/167 /13 /29 E 11 /-20 /-/20 /6 /- C 45 /-/-/31 /-/- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 4 -31 Chords Tens.Comp. C - D 15 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 3 -2 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 64 -4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'0"14 A B C D E F 4.24 12 3X4(B1) 3X4 3X4 2'4"9 0"121'6"2 2'5"5 1' 0 " 1 4 6" 1' 4 " 6 1' 8 " 1 HB 0"12 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.001 F - - HORZ(TL):-0.001 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.139 Max BC CSI: 0.029 Max Web CSI: 0.013 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:CG4 Ply: 1 Qty:1 Wgt: 14.0 lbs SEQN: 346740 / T13 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 131 /-/-/167 /13 /29 E 11 /-20 /-/20 /6 /- C 45 /-/-/31 /-/- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 4 -31 Chords Tens.Comp. C - D 15 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 3 -2 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 64 -4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'0"14 A B C D E F 4.24 12 3X4(B1) 3X4 3X4 2'4"9 0"121'6"2 2'5"5 1' 0 " 1 4 6" 1' 4 " 6 1' 8 " 1 HB 0"12 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Lt Wedge 2x4 SPF #1/#2::Rt Wedge 2x4 SPF #1/#2: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.104 K 999 240 VERT(TL): 0.182 K 999 180 HORZ(LL): 0.050 I - - HORZ(TL): 0.088 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.476 Max BC CSI: 0.644 Max Web CSI: 0.181 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:D1 Ply: 1 Qty:1 Wgt: 121.8 lbs SEQN: 346378 / T4 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1473 /-/-/573 /13 /109 G 1473 /-/-/573 /13 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.3 G Brg Width = 5.5 Min Req =2.3 Bearings B & G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 49 0 B - C 436 -2234 C - D 357 -1760 D - E 363 -1475 Chords Tens.Comp. E - F 354 -1750 F - G 437 -2233 G - H 49 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1878 -311 K - J 1472 -140 Chords Tens.Comp. J - I 1472 -140 I - G 1877 -320 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 197 -469 K - D 356 -46 D - I 206 -198 Webs Tens.Comp. E - I 349 -65 I - F 198 -474 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 DT -1"11 9'A B C D E F G H IJK 6 12 4X7(B12R) 3X4 3X4 4X7 3X4 4X7 3X7 3X4 4X7(B12R) 22' 8'5"4 5'1"8 8'5"4 1'1"9 1'1"9 6" 4' 8 " 1 0 5'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Lt Wedge 2x4 SPF #1/#2::Rt Wedge 2x4 SPF #1/#2: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.104 K 999 240 VERT(TL): 0.182 K 999 180 HORZ(LL): 0.050 I - - HORZ(TL): 0.088 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.476 Max BC CSI: 0.644 Max Web CSI: 0.181 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:D1 Ply: 1 Qty:1 Wgt: 121.8 lbs SEQN: 346378 / T4 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1473 /-/-/573 /13 /109 G 1473 /-/-/573 /13 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.3 G Brg Width = 5.5 Min Req =2.3 Bearings B & G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 49 0 B - C 436 -2234 C - D 357 -1760 D - E 363 -1475 Chords Tens.Comp. E - F 354 -1750 F - G 437 -2233 G - H 49 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1878 -311 K - J 1472 -140 Chords Tens.Comp. J - I 1472 -140 I - G 1877 -320 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 197 -469 K - D 356 -46 D - I 206 -198 Webs Tens.Comp. E - I 349 -65 I - F 198 -474 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 DT -1"11 9'A B C D E F G H IJK 6 12 4X7(B12R) 3X4 3X4 4X7 3X4 4X7 3X7 3X4 4X7(B12R) 22' 8'5"4 5'1"8 8'5"4 1'1"9 1'1"9 6" 4' 8 " 1 0 5'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Lt Wedge 2x4 SPF #1/#2::Rt Wedge 2x4 SPF #1/#2: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.121 K 999 240 VERT(TL): 0.206 K 999 180 HORZ(LL): 0.058 H - - HORZ(TL): 0.099 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.538 Max BC CSI: 0.700 Max Web CSI: 0.395 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:D2 Ply: 1 Qty:1 Wgt: 128.8 lbs SEQN: 346381 / T8 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1465 /-/-/523 /1 /122 F 1574 /-/-/577 /11 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =2.3 F Brg Width = 5.5 Min Req =2.5 Bearings A & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 449 -2493 B - C 389 -1847 C - D 384 -1514 Chords Tens.Comp. D - E 370 -1837 E - F 413 -2476 F - G 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 2112 -298 L - K 2111 -299 K - J 1509 -118 Chords Tens.Comp. J - I 2092 -295 I - H 2092 -295 H - F 2093 -294 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 187 0 B - K 207 -701 K - C 430 -86 C - J 284 -248 Webs Tens.Comp. D - J 459 -148 J - E 184 -683 E - H 186 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 DT -1"11 9' A B C D E F G HIJKL 6 12 4X8(B2) 3X4 3X4 3X4 4X6 4X7 3X8 3X6 3X4 3X4 4X8(B2) 22' 10'5"4 1'1"8 10'5"4 1'1"9 6" 5'8 " 1 0 6'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Lt Wedge 2x4 SPF #1/#2::Rt Wedge 2x4 SPF #1/#2: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.121 K 999 240 VERT(TL): 0.206 K 999 180 HORZ(LL): 0.058 H - - HORZ(TL): 0.099 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.538 Max BC CSI: 0.700 Max Web CSI: 0.395 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:D2 Ply: 1 Qty:1 Wgt: 128.8 lbs SEQN: 346381 / T8 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1465 /-/-/523 /1 /122 F 1574 /-/-/577 /11 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =2.3 F Brg Width = 5.5 Min Req =2.5 Bearings A & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 449 -2493 B - C 389 -1847 C - D 384 -1514 Chords Tens.Comp. D - E 370 -1837 E - F 413 -2476 F - G 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 2112 -298 L - K 2111 -299 K - J 1509 -118 Chords Tens.Comp. J - I 2092 -295 I - H 2092 -295 H - F 2093 -294 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 187 0 B - K 207 -701 K - C 430 -86 C - J 284 -248 Webs Tens.Comp. D - J 459 -148 J - E 184 -683 E - H 186 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 DT -1"11 9' A B C D E F G HIJKL 6 12 4X8(B2) 3X4 3X4 3X4 4X6 4X7 3X8 3X6 3X4 3X4 4X8(B2) 22' 10'5"4 1'1"8 10'5"4 1'1"9 6" 5'8 " 1 0 6'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 6.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 6.44 TC: From 46 plf at 6.44 to 46 plf at 15.56 TC: From 92 plf at 15.56 to 92 plf at 23.13 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.47 BC: From 10 plf at 6.47 to 10 plf at 15.53 BC: From 20 plf at 15.53 to 20 plf at 22.00 BC: From 4 plf at 22.00 to 4 plf at 23.13 BC: 1234 lb Conc. Load at 6.47,15.53 BC: 348 lb Conc. Load at 8.50,10.50,11.50,13.50 Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 D 999 240 VERT(TL): 0.322 D 810 180 HORZ(LL): 0.071 H - - HORZ(TL): 0.132 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.650 Max BC CSI: 0.926 Max Web CSI: 0.171 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:DG1 Ply: 2 Qty:1 Wgt: 229.6 lbs SEQN: 346375 / T10 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3013 /-/-/39 /-/- F 3013 /-/-/39 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.4 F Brg Width = 5.5 Min Req =2.4 Bearings B & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 0 -2743 C - D 15 -2915 Chords Tens.Comp. D - E 15 -2915 E - F 0 -2743 F - G 23 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 2381 0 K - J 2353 0 J - I 2353 0 Chords Tens.Comp. I - H 2353 0 H - F 2381 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 651 0 C - J 698 -21 D - J 2 -172 Webs Tens.Comp. J - E 698 -21 E - H 651 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 DT -1"5 9'A B C D E F G HIJK 6 12 4X10(B12R) 3X5 4X5 3X4 3X10 3X6 4X5 3X5 4X10(B12R) 22' 6'5"4 9'1"8 6'5"4 1'1"9 1'1"9 6" 3'8 " 1 0 4'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 6.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 6.44 TC: From 46 plf at 6.44 to 46 plf at 15.56 TC: From 92 plf at 15.56 to 92 plf at 23.13 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.47 BC: From 10 plf at 6.47 to 10 plf at 15.53 BC: From 20 plf at 15.53 to 20 plf at 22.00 BC: From 4 plf at 22.00 to 4 plf at 23.13 BC: 1234 lb Conc. Load at 6.47,15.53 BC: 348 lb Conc. Load at 8.50,10.50,11.50,13.50 Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 D 999 240 VERT(TL): 0.322 D 810 180 HORZ(LL): 0.071 H - - HORZ(TL): 0.132 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.650 Max BC CSI: 0.926 Max Web CSI: 0.171 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:DG1 Ply: 2 Qty:1 Wgt: 229.6 lbs SEQN: 346375 / T10 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3013 /-/-/39 /-/- F 3013 /-/-/39 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.4 F Brg Width = 5.5 Min Req =2.4 Bearings B & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 0 -2743 C - D 15 -2915 Chords Tens.Comp. D - E 15 -2915 E - F 0 -2743 F - G 23 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 2381 0 K - J 2353 0 J - I 2353 0 Chords Tens.Comp. I - H 2353 0 H - F 2381 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 651 0 C - J 698 -21 D - J 2 -172 Webs Tens.Comp. J - E 698 -21 E - H 651 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 DT -1"5 9'A B C D E F G HIJK 6 12 4X10(B12R) 3X5 4X5 3X4 3X10 3X6 4X5 3X5 4X10(B12R) 22' 6'5"4 9'1"8 6'5"4 1'1"9 1'1"9 6" 3'8 " 1 0 4'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x8 DF-L SS Webs 2x4 SPF #1/#2 :Rt Wedge 2x6 SPF 1650f-1.5E: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 22.00 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 22.00 BC: 1260 lb Conc. Load at 0.52, 2.44, 4.44, 6.44 BC: 1273 lb Conc. Load at 8.44,10.44,12.44,14.44 16.44,18.44,20.44 Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 10 HF Standard 2 21.542' 1 12" 4 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.209 H 999 240 VERT(TL): 0.383 H 680 180 HORZ(LL): 0.048 C - - HORZ(TL): 0.089 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.841 Max BC CSI: 0.832 Max Web CSI: 0.938 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:DG2 Ply: 2 Qty:1 Wgt: 294.0 lbs SEQN: 346397 / T71 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 8547 /-/-/71 /-/- F 7757 /-/-/71 /-/- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =- F Brg Width = 5.5 Min Req =- Bearings K & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 0 -6484 C - D 0 -4598 Chords Tens.Comp. D - E 0 -4598 E - F 0 -6508 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 5753 0 J - I 5710 0 I - H 5710 0 Chords Tens.Comp. H - G 5732 0 G - F 5775 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 1609 0 C - H 0 -1921 D - H 3825 0 Webs Tens.Comp. H - E 0 -1947 E - G 1632 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 BL1 BL2 9'A B C D E F GHIJK 6 12 4X14(B12R) 3X12 5X8 7X8 6X8(R1) 10X10(R) 5X8 3X12 4X18(B8R) 22' 11'11' 1'1"9 6" 6' 6' 3 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x8 DF-L SS Webs 2x4 SPF #1/#2 :Rt Wedge 2x6 SPF 1650f-1.5E: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 22.00 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 22.00 BC: 1260 lb Conc. Load at 0.52, 2.44, 4.44, 6.44 BC: 1273 lb Conc. Load at 8.44,10.44,12.44,14.44 16.44,18.44,20.44 Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 10 HF Standard 2 21.542' 1 12" 4 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.209 H 999 240 VERT(TL): 0.383 H 680 180 HORZ(LL): 0.048 C - - HORZ(TL): 0.089 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.841 Max BC CSI: 0.832 Max Web CSI: 0.938 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:DG2 Ply: 2 Qty:1 Wgt: 294.0 lbs SEQN: 346397 / T71 / COMN FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 8547 /-/-/71 /-/- F 7757 /-/-/71 /-/- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =- F Brg Width = 5.5 Min Req =- Bearings K & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 0 -6484 C - D 0 -4598 Chords Tens.Comp. D - E 0 -4598 E - F 0 -6508 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 5753 0 J - I 5710 0 I - H 5710 0 Chords Tens.Comp. H - G 5732 0 G - F 5775 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 1609 0 C - H 0 -1921 D - H 3825 0 Webs Tens.Comp. H - E 0 -1947 E - G 1632 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 BL1 BL2 9'A B C D E F GHIJK 6 12 4X14(B12R) 3X12 5X8 7X8 6X8(R1) 10X10(R) 5X8 3X12 4X18(B8R) 22' 11'11' 1'1"9 6" 6' 6' 3 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Lt Wedge 2x4 SPF #1/#2: Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 3.94 TC: From 46 plf at 3.94 to 46 plf at 10.06 TC: From 92 plf at 10.06 to 92 plf at 15.13 BC: From 20 plf at 0.00 to 20 plf at 3.97 BC: From 10 plf at 3.97 to 10 plf at 10.03 BC: From 20 plf at 10.03 to 20 plf at 14.00 BC: From 4 plf at 14.00 to 4 plf at 15.13 TC: 73 lb Conc. Load at 3.94,10.06 BC: 282 lb Conc. Load at 3.97,10.03 BC: 197 lb Conc. Load at 6.00, 8.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.079 C 999 240 VERT(TL): 0.148 C 999 180 HORZ(LL): 0.031 G - - HORZ(TL): 0.057 G - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.468 Max BC CSI: 0.653 Max Web CSI: 0.144 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:EG1 Ply: 1 Qty:1 Wgt: 67.2 lbs SEQN: 346743 / T24 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1162 /-/-/55 /-/- E 1274 /-/-/56 /-/- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.8 E Brg Width = 5.5 Min Req =2.0 Bearings A & E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1968 B - C 0 -2122 C - D 0 -2122 Chords Tens.Comp. D - E 0 -1950 E - F 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1678 0 I - H 1659 0 Chords Tens.Comp. H - G 1637 0 G - E 1656 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 275 0 B - H 561 0 C - H 0 -214 Webs Tens.Comp. H - D 587 0 D - G 267 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 DT -1"5 10' A B C D E F GHI 6 12 4X6(B12R) 3X4 4X4 3X4 3X8 4X4 3X4 4X6(B10R) 14' 3'11"4 6'1"8 3'11"4 1'1"9 6" 2' 5 " 1 0 2' 9 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :Lt Wedge 2x4 SPF #1/#2: Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 3.94 TC: From 46 plf at 3.94 to 46 plf at 10.06 TC: From 92 plf at 10.06 to 92 plf at 15.13 BC: From 20 plf at 0.00 to 20 plf at 3.97 BC: From 10 plf at 3.97 to 10 plf at 10.03 BC: From 20 plf at 10.03 to 20 plf at 14.00 BC: From 4 plf at 14.00 to 4 plf at 15.13 TC: 73 lb Conc. Load at 3.94,10.06 BC: 282 lb Conc. Load at 3.97,10.03 BC: 197 lb Conc. Load at 6.00, 8.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.079 C 999 240 VERT(TL): 0.148 C 999 180 HORZ(LL): 0.031 G - - HORZ(TL): 0.057 G - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.468 Max BC CSI: 0.653 Max Web CSI: 0.144 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:EG1 Ply: 1 Qty:1 Wgt: 67.2 lbs SEQN: 346743 / T24 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1162 /-/-/55 /-/- E 1274 /-/-/56 /-/- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.8 E Brg Width = 5.5 Min Req =2.0 Bearings A & E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1968 B - C 0 -2122 C - D 0 -2122 Chords Tens.Comp. D - E 0 -1950 E - F 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1678 0 I - H 1659 0 Chords Tens.Comp. H - G 1637 0 G - E 1656 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 275 0 B - H 561 0 C - H 0 -214 Webs Tens.Comp. H - D 587 0 D - G 267 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 DT -1"5 10' A B C D E F GHI 6 12 4X6(B12R) 3X4 4X4 3X4 3X8 4X4 3X4 4X6(B10R) 14' 3'11"4 6'1"8 3'11"4 1'1"9 6" 2' 5 " 1 0 2' 9 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 DF-L 2400f-2.0E :T2 2x6 SPF 1650f-1.5E: Bot chord 2x10 DF-L SS Webs 2x4 SPF #1/#2 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 3 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 14.00 BC: From 10 plf at 0.00 to 10 plf at 10.50 BC: From 20 plf at 10.50 to 20 plf at 14.00 BC: 2787 lb Conc. Load at 0.50 BC: 2836 lb Conc. Load at 2.50 BC: 2826 lb Conc. Load at 4.50 BC: 2817 lb Conc. Load at 6.50 BC: 2326 lb Conc. Load at 8.50 BC: 3235 lb Conc. Load at 10.50 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.142 D 999 240 VERT(TL): 0.262 D 628 180 HORZ(LL): 0.029 B - - HORZ(TL): 0.054 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.625 Max BC CSI: 0.812 Max Web CSI: 0.591 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:EG2 Ply: 2 Qty:1 Wgt: 249.2 lbs SEQN: 346666 / T60 / HIPS FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 10924 /-/-/30 /-/- H 7371 /-/-/47 /-/- Wind reactions based on MWFRS O Brg Width = 5.5 Min Req =- H Brg Width = 5.5 Min Req =5.4 Bearings O & H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -7635 B - C 0 -7609 C - D 0 -8165 D - E 0 -8158 Chords Tens.Comp. E - F 0 -8002 F - G 0 -7249 G - H 0 -6668 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 6801 0 N - M 6787 0 M - L 6730 0 L - K 8079 0 Chords Tens.Comp. K - J 6456 0 J - I 5960 0 I - H 5928 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 211 0 B - M 242 0 M - C 1675 0 C - L 2130 0 D - L 0 -352 L - E 115 0 Webs Tens.Comp. E - K 0 -552 K - F 2407 0 F - J 1271 0 J - G 880 -4 G - I 5 -472 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T2 BL1 DT -1"11 10' A B C D E F G H IJKLMNO 6 12 4X18(B12R) 3X4 3X4 4X14(R) 8X10(I) 3X4 6X12 3X4 6X10 8X10(I) 4X14(R) 4X4 3X4 4X18(B8R) 14' 4'3"5'6"4'3" 6" 2' 7 " 8 Lumber Top chord 2x4 DF-L 2400f-2.0E :T2 2x6 SPF 1650f-1.5E: Bot chord 2x10 DF-L SS Webs 2x4 SPF #1/#2 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 3 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 14.00 BC: From 10 plf at 0.00 to 10 plf at 10.50 BC: From 20 plf at 10.50 to 20 plf at 14.00 BC: 2787 lb Conc. Load at 0.50 BC: 2836 lb Conc. Load at 2.50 BC: 2826 lb Conc. Load at 4.50 BC: 2817 lb Conc. Load at 6.50 BC: 2326 lb Conc. Load at 8.50 BC: 3235 lb Conc. Load at 10.50 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.142 D 999 240 VERT(TL): 0.262 D 628 180 HORZ(LL): 0.029 B - - HORZ(TL): 0.054 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.625 Max BC CSI: 0.812 Max Web CSI: 0.591 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:EG2 Ply: 2 Qty:1 Wgt: 249.2 lbs SEQN: 346666 / T60 / HIPS FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 10924 /-/-/30 /-/- H 7371 /-/-/47 /-/- Wind reactions based on MWFRS O Brg Width = 5.5 Min Req =- H Brg Width = 5.5 Min Req =5.4 Bearings O & H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -7635 B - C 0 -7609 C - D 0 -8165 D - E 0 -8158 Chords Tens.Comp. E - F 0 -8002 F - G 0 -7249 G - H 0 -6668 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 6801 0 N - M 6787 0 M - L 6730 0 L - K 8079 0 Chords Tens.Comp. K - J 6456 0 J - I 5960 0 I - H 5928 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 211 0 B - M 242 0 M - C 1675 0 C - L 2130 0 D - L 0 -352 L - E 115 0 Webs Tens.Comp. E - K 0 -552 K - F 2407 0 F - J 1271 0 J - G 880 -4 G - I 5 -472 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T2 BL1 DT -1"11 10' A B C D E F G H IJKLMNO 6 12 4X18(B12R) 3X4 3X4 4X14(R) 8X10(I) 3X4 6X12 3X4 6X10 8X10(I) 4X14(R) 4X4 3X4 4X18(B8R) 14' 4'3"5'6"4'3" 6" 2' 7 " 8 Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 12" 16 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:EG2 Ply: 2 Qty:1 Wgt: 249.2 lbs SEQN: 346666 / T60 / HIPS FROM: GLD Page 2 of 2 DRW: .../...10/24/2019 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 2100f-1.8E Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF #1/#2 :W3 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.375 F 999 240 VERT(TL): 0.727 F 595 180 HORZ(LL): 0.121 K - - HORZ(TL): 0.234 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.859 Max BC CSI: 0.809 Max Web CSI: 0.314 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H1 Ply: 1 Qty:1 Wgt: 201.6 lbs SEQN: 346424 / T28 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2144 /-/-/881 /25 /109 I 2144 /-/-/881 /25 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.8 I Brg Width = 5.5 Min Req =2.8 Bearings B & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 65 0 B - C 611 -3777 C - D 541 -3779 D - E 620 -4968 E - F 623 -5009 Chords Tens.Comp. F - G 624 -5014 G - H 541 -3778 H - I 611 -3778 I - J 65 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3278 -464 O - N 3407 -309 N - M 5027 -403 Chords Tens.Comp. M - L 5027 -403 L - K 3404 -317 K - I 3280 -473 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 193 -410 O - D 314 -26 D - N 1893 -169 N - E 140 -935 E - L 136 -146 Webs Tens.Comp. F - L 124 -928 L - G 1937 -174 G - K 316 -25 K - H 193 -410 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W3 W3 W3 DT -1"11 10'A B C D E F G H I J KLMNO 6 12 5X10(B10R) 3X4 3X4 6X8 4X10 3X4 SS0317 3X4 5X16 6X8 3X4 3X4 5X10(B10R) 36'4" 8'5"4 19'5"8 8'5"4 1'1"9 1'1"9 6" 4' 8 " 1 0 5' 0 " 9 Lumber Top chord 2x4 SPF 2100f-1.8E Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF #1/#2 :W3 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.375 F 999 240 VERT(TL): 0.727 F 595 180 HORZ(LL): 0.121 K - - HORZ(TL): 0.234 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.859 Max BC CSI: 0.809 Max Web CSI: 0.314 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H1 Ply: 1 Qty:1 Wgt: 201.6 lbs SEQN: 346424 / T28 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2144 /-/-/881 /25 /109 I 2144 /-/-/881 /25 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.8 I Brg Width = 5.5 Min Req =2.8 Bearings B & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 65 0 B - C 611 -3777 C - D 541 -3779 D - E 620 -4968 E - F 623 -5009 Chords Tens.Comp. F - G 624 -5014 G - H 541 -3778 H - I 611 -3778 I - J 65 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3278 -464 O - N 3407 -309 N - M 5027 -403 Chords Tens.Comp. M - L 5027 -403 L - K 3404 -317 K - I 3280 -473 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 193 -410 O - D 314 -26 D - N 1893 -169 N - E 140 -935 E - L 136 -146 Webs Tens.Comp. F - L 124 -928 L - G 1937 -174 G - K 316 -25 K - H 193 -410 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W3 W3 W3 DT -1"11 10'A B C D E F G H I J KLMNO 6 12 5X10(B10R) 3X4 3X4 6X8 4X10 3X4 SS0317 3X4 5X16 6X8 3X4 3X4 5X10(B10R) 36'4" 8'5"4 19'5"8 8'5"4 1'1"9 1'1"9 6" 4' 8 " 1 0 5' 0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF #1/#2 :W4 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.292 F 999 240 VERT(TL): 0.591 F 732 180 HORZ(LL): 0.106 K - - HORZ(TL): 0.206 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.856 Max BC CSI: 0.842 Max Web CSI: 0.370 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H2 Ply: 1 Qty:1 Wgt: 218.4 lbs SEQN: 346427 / T21 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2233 /-/-/894 /23 /130 I 2233 /-/-/894 /23 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.9 I Brg Width = 5.5 Min Req =2.9 Bearings B & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 65 0 B - C 582 -3639 C - D 552 -3321 D - E 568 -3739 E - F 569 -3762 Chords Tens.Comp. F - G 570 -3767 G - H 551 -3321 H - I 582 -3639 I - J 65 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3131 -435 Q - P 3132 -437 P - O 2951 -289 O - N 3775 -316 Chords Tens.Comp. N - M 3775 -316 M - L 2950 -297 L - K 3132 -445 K - I 3131 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 134 -35 C - P 170 -622 P - D 468 -61 D - O 1152 -115 O - E 123 -746 E - M 158 -167 Webs Tens.Comp. F - M 101 -740 M - G 1177 -118 G - L 470 -61 L - H 169 -621 H - K 133 -36 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W4 W4 W4 DT -1"11 10'A B C D E F G H I J KLMNOPQ 6 12 5X10(B10R) 3X4 3X4 3X4 5X7 4X6 3X4 H0312 3X4 5X10 5X7 3X4 3X4 3X4 5X10(B10R) 36'4" 10'5"4 15'5"8 10'5"4 1'1"9 1'1"9 6" 5' 8 " 1 0 6' 0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF #1/#2 :W4 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.292 F 999 240 VERT(TL): 0.591 F 732 180 HORZ(LL): 0.106 K - - HORZ(TL): 0.206 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.856 Max BC CSI: 0.842 Max Web CSI: 0.370 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H2 Ply: 1 Qty:1 Wgt: 218.4 lbs SEQN: 346427 / T21 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2233 /-/-/894 /23 /130 I 2233 /-/-/894 /23 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.9 I Brg Width = 5.5 Min Req =2.9 Bearings B & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 65 0 B - C 582 -3639 C - D 552 -3321 D - E 568 -3739 E - F 569 -3762 Chords Tens.Comp. F - G 570 -3767 G - H 551 -3321 H - I 582 -3639 I - J 65 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3131 -435 Q - P 3132 -437 P - O 2951 -289 O - N 3775 -316 Chords Tens.Comp. N - M 3775 -316 M - L 2950 -297 L - K 3132 -445 K - I 3131 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 134 -35 C - P 170 -622 P - D 468 -61 D - O 1152 -115 O - E 123 -746 E - M 158 -167 Webs Tens.Comp. F - M 101 -740 M - G 1177 -118 G - L 470 -61 L - H 169 -621 H - K 133 -36 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W4 W4 W4 DT -1"11 10'A B C D E F G H I J KLMNOPQ 6 12 5X10(B10R) 3X4 3X4 3X4 5X7 4X6 3X4 H0312 3X4 5X10 5X7 3X4 3X4 3X4 5X10(B10R) 36'4" 10'5"4 15'5"8 10'5"4 1'1"9 1'1"9 6" 5' 8 " 1 0 6' 0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF #1/#2 :W4 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.266 D 999 240 VERT(TL): 0.493 D 878 180 HORZ(LL): 0.107 H - - HORZ(TL): 0.192 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.814 Max BC CSI: 0.772 Max Web CSI: 0.711 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H3 Ply: 1 Qty:1 Wgt: 210.0 lbs SEQN: 346430 / T30 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2234 /-/-/851 /11 /128 G 2234 /-/-/851 /11 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =2.9 G Brg Width = -Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 594 -3946 B - C 553 -3090 C - D 551 -2958 Chords Tens.Comp. D - E 551 -2958 E - F 553 -3091 F - G 594 -3946 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 3366 -465 M - L 3365 -466 L - K 2640 -294 K - J 2640 -294 Chords Tens.Comp. J - I 2640 -294 I - H 3365 -467 H - G 3366 -466 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 198 0 B - L 218 -881 L - C 601 -72 C - K 673 -82 D - K 100 -895 Webs Tens.Comp. K - E 673 -82 E - I 601 -72 I - F 218 -881 F - H 198 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W4 W4 DT -1"11 10' A B C D E F G HIJKLM 6 12 5X12(B12R) 3X4 3X4 3X5 5X10 3X4 4X7 H0308 5X10 3X5 3X4 3X4 5X12(B12R) 36'4" (J) 12'5"4 11'5"8 12'5"4 6" 6'8 " 1 0 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF #1/#2 :W4 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.266 D 999 240 VERT(TL): 0.493 D 878 180 HORZ(LL): 0.107 H - - HORZ(TL): 0.192 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.814 Max BC CSI: 0.772 Max Web CSI: 0.711 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H3 Ply: 1 Qty:1 Wgt: 210.0 lbs SEQN: 346430 / T30 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2234 /-/-/851 /11 /128 G 2234 /-/-/851 /11 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =2.9 G Brg Width = -Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 594 -3946 B - C 553 -3090 C - D 551 -2958 Chords Tens.Comp. D - E 551 -2958 E - F 553 -3091 F - G 594 -3946 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 3366 -465 M - L 3365 -466 L - K 2640 -294 K - J 2640 -294 Chords Tens.Comp. J - I 2640 -294 I - H 3365 -467 H - G 3366 -466 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 198 0 B - L 218 -881 L - C 601 -72 C - K 673 -82 D - K 100 -895 Webs Tens.Comp. K - E 673 -82 E - I 601 -72 I - F 218 -881 F - H 198 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W4 W4 DT -1"11 10' A B C D E F G HIJKLM 6 12 5X12(B12R) 3X4 3X4 3X5 5X10 3X4 4X7 H0308 5X10 3X5 3X4 3X4 5X12(B12R) 36'4" (J) 12'5"4 11'5"8 12'5"4 6" 6'8 " 1 0 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF #1/#2 :W4, W5 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.297 E 999 240 VERT(TL): 0.516 E 839 180 HORZ(LL): 0.126 J - - HORZ(TL): 0.220 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.844 Max BC CSI: 0.923 Max Web CSI: 0.731 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H4 Ply: 1 Qty:1 Wgt: 225.4 lbs SEQN: 346433 / T34 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2332 /-/-/859 /8 /149 I 2332 /-/-/859 /8 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- I Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 644 -4284 B - C 619 -3931 C - D 553 -3088 D - E 530 -2658 Chords Tens.Comp. E - F 530 -2658 F - G 553 -3088 G - H 619 -3931 H - I 644 -4284 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 3701 -495 O - N 3238 -394 N - M 2604 -245 M - L 2604 -246 Chords Tens.Comp. L - K 2604 -246 K - J 3238 -395 J - I 3701 -494 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 203 -431 O - C 410 -88 C - N 215 -899 N - D 823 -125 D - M 497 -119 E - M 61 -607 Webs Tens.Comp. M - F 375 -65 F - K 823 -125 K - G 215 -899 G - J 410 -88 J - H 203 -431 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W4 W5 W5 W4 (a) DT -1"11 10' A B C D E F G H I JKLMNO 6 12 6X12(B10R) 3X4 3X4 3X4 3X7 5X6 3X4 4X7 3X6 5X6 3X7 3X4 3X4 3X4 6X12(B10R) 36'4" (J)(J) 14'5"4 7'5"8 14'5"4 6" 7'8 " 1 0 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF #1/#2 :W4, W5 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.297 E 999 240 VERT(TL): 0.516 E 839 180 HORZ(LL): 0.126 J - - HORZ(TL): 0.220 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.844 Max BC CSI: 0.923 Max Web CSI: 0.731 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H4 Ply: 1 Qty:1 Wgt: 225.4 lbs SEQN: 346433 / T34 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2332 /-/-/859 /8 /149 I 2332 /-/-/859 /8 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- I Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 644 -4284 B - C 619 -3931 C - D 553 -3088 D - E 530 -2658 Chords Tens.Comp. E - F 530 -2658 F - G 553 -3088 G - H 619 -3931 H - I 644 -4284 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 3701 -495 O - N 3238 -394 N - M 2604 -245 M - L 2604 -246 Chords Tens.Comp. L - K 2604 -246 K - J 3238 -395 J - I 3701 -494 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 203 -431 O - C 410 -88 C - N 215 -899 N - D 823 -125 D - M 497 -119 E - M 61 -607 Webs Tens.Comp. M - F 375 -65 F - K 823 -125 K - G 215 -899 G - J 410 -88 J - H 203 -431 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W4 W5 W5 W4 (a) DT -1"11 10' A B C D E F G H I JKLMNO 6 12 6X12(B10R) 3X4 3X4 3X4 3X7 5X6 3X4 4X7 3X6 5X6 3X7 3X4 3X4 3X4 6X12(B10R) 36'4" (J)(J) 14'5"4 7'5"8 14'5"4 6" 7'8 " 1 0 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 DF-L 2400f-2.0E: Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 SPF 2100f-1.8E: Webs 2x4 SPF #1/#2 :W2, W9, W10, W11, W12 2x4 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 38.33 BC: From 20 plf at 0.00 to 20 plf at 38.33 BC: 1144 lb Conc. Load at 1.87 Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.357 O 999 240 VERT(TL): 0.678 O 676 180 HORZ(LL): 0.117 K - - HORZ(TL): 0.223 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.926 Max BC CSI: 0.950 Max Web CSI: 0.874 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H5 Ply: 1 Qty:1 Wgt: 253.4 lbs SEQN: 346444 / T35 / SPEC FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 3235 /-/-/-/9 /26 J 2216 /-/-/-/32 /- Wind reactions based on MWFRS S Brg Width = -Min Req =- J Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -3100 B - C 70 -6392 C - D 74 -4895 D - E 62 -3813 E - F 53 -3021 Chords Tens.Comp. F - G 33 -2542 G - H 54 -2966 H - I 43 -3729 I - J 94 -4056 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 9 -14 R - Q 3419 -29 Q - P 6388 -70 P - O 4227 -56 O - N 3294 -45 Chords Tens.Comp. N - M 2598 -36 M - L 2598 -36 L - K 3075 -53 K - J 3499 -68 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 13 -3266 A - R 4445 -6 R - B 64 -1975 B - Q 3351 -47 C - Q 73 -1492 C - P 18 -2297 P - D 1025 0 D - O 18 -1289 Webs Tens.Comp. O - E 1015 0 E - N 18 -1221 N - F 1077 0 F - L 9 -141 G - L 844 0 L - H 30 -758 H - K 411 0 K - I 65 -370 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 B2 W2 W9 W10 W11 W10 W12 (a) DT -1"11 DT 1"11 10' A B C D E F G H I J KLMNOPQRS 6 12 8X10 4X7 8X10 6X10 10X10(I) 5X10 4X8 4X7 4X5(R) 4X12(R) 4X4(R) 5X6 3X7 5X6 3X10 6X10(B8R) 38'4" (J)(J) 5'5"4 13'3'5"8 16'5"4 2'0"15 6" 8'8 " 1 0 Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 DF-L 2400f-2.0E: Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 SPF 2100f-1.8E: Webs 2x4 SPF #1/#2 :W2, W9, W10, W11, W12 2x4 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 38.33 BC: From 20 plf at 0.00 to 20 plf at 38.33 BC: 1144 lb Conc. Load at 1.87 Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.357 O 999 240 VERT(TL): 0.678 O 676 180 HORZ(LL): 0.117 K - - HORZ(TL): 0.223 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.926 Max BC CSI: 0.950 Max Web CSI: 0.874 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H5 Ply: 1 Qty:1 Wgt: 253.4 lbs SEQN: 346444 / T35 / SPEC FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 3235 /-/-/-/9 /26 J 2216 /-/-/-/32 /- Wind reactions based on MWFRS S Brg Width = -Min Req =- J Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -3100 B - C 70 -6392 C - D 74 -4895 D - E 62 -3813 E - F 53 -3021 Chords Tens.Comp. F - G 33 -2542 G - H 54 -2966 H - I 43 -3729 I - J 94 -4056 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 9 -14 R - Q 3419 -29 Q - P 6388 -70 P - O 4227 -56 O - N 3294 -45 Chords Tens.Comp. N - M 2598 -36 M - L 2598 -36 L - K 3075 -53 K - J 3499 -68 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 13 -3266 A - R 4445 -6 R - B 64 -1975 B - Q 3351 -47 C - Q 73 -1492 C - P 18 -2297 P - D 1025 0 D - O 18 -1289 Webs Tens.Comp. O - E 1015 0 E - N 18 -1221 N - F 1077 0 F - L 9 -141 G - L 844 0 L - H 30 -758 H - K 411 0 K - I 65 -370 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 B2 W2 W9 W10 W11 W10 W12 (a) DT -1"11 DT 1"11 10' A B C D E F G H I J KLMNOPQRS 6 12 8X10 4X7 8X10 6X10 10X10(I) 5X10 4X8 4X7 4X5(R) 4X12(R) 4X4(R) 5X6 3X7 5X6 3X10 6X10(B8R) 38'4" (J)(J) 5'5"4 13'3'5"8 16'5"4 2'0"15 6" 8'8 " 1 0 Deflection Max JT VERT DEFL: LL: 0.36" DL: 0.32". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H5 Ply: 1 Qty:1 Wgt: 253.4 lbs SEQN: 346444 / T35 / SPEC FROM: GLD Page 2 of 2 DRW: .../...10/24/2019 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 DF-L 2400f-2.0E :B1, B4 2x4 SPF 1650f-1.5E: Webs 2x4 DF-L 2400f-2.0E :W1, W7, W8, W9, W16, W17 2x4 SPF #1/#2: :Lt Wedge 2x4 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.341 T 999 240 VERT(TL): 0.647 T 559 180 HORZ(LL): 0.168 O - - HORZ(TL): 0.318 O - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.557 Max BC CSI: 0.676 Max Web CSI: 0.553 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H6 Ply: 1 Qty:1 Wgt: 222.6 lbs SEQN: 346633 / T37 / HIPM FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1814 /-/-/763 /18 /140 N 1693 /-/-/633 /25 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.8 N Brg Width = 5.5 Min Req =2.7 Bearings B & N Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 B - C 308 -2333 C - D 930 -4885 D - E 1477 -6856 E - F 581 -3565 F - G 573 -3090 Chords Tens.Comp. G - H 595 -3940 H - I 494 -3449 I - J 378 -2920 J - K 378 -2920 K - L 319 -2383 L - M 220 -1436 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1921 -524 AA- Z 275 -60 Y - X 391 -96 W - V 6296 -1637 V - T 3954 -710 Chords Tens.Comp. U - R 165 -33 S - Q 193 -28 Q - P 2443 -380 P - O 1531 -250 O - N 76 -54 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 372 -1392 C - Y 2584 -616 AA- Y 1815 -513 Y - Z 172 -29 Y - D 343 -1420 Y - W 4761 -1199 D - W 1560 -455 W - X 14 -17 W - E 1870 -424 E - V 969 -3219 V - F 1069 -94 V - G 87 -1095 G - T 486 -21 T - U 18 0 Webs Tens.Comp. T - H 1495 -311 T - R 3797 -661 H - R 366 -1713 R - S 76 0 R - I 676 -176 R - Q 2789 -450 I - Q 196 -857 Q - K 701 -126 K - P 162 -874 P - L 1278 -179 L - O 221 -1405 O - M 2071 -260 M - N 219 -1658 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 B1 B4 W1 W7 W8 W9 W16 W17 W16 W17 W16 W17 W16 (a) DT -1"11 10'A B C D E F G H I J K L M NOPQ RS T UV W X YZAA 6 12 4X8(B2) 5X10 4X6 SS0712(**) 3X5(**) 4X7(**) SS0514(**)(I) 5X10 6X12 4X12 3X6 H0514(**) (I) 4X5(R) 7X12 3X5 5X12 3X5 4X6(R) 4X6(R) 5X10(R) 5X10(R) 3X5 30'3"8 8'5"4 21'10"4 2'7"1'8'11"1'16'9"81'1"9 6" 4'6 " 1 5 1' 4'8 " 1 0 5'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 DF-L 2400f-2.0E :B1, B4 2x4 SPF 1650f-1.5E: Webs 2x4 DF-L 2400f-2.0E :W1, W7, W8, W9, W16, W17 2x4 SPF #1/#2: :Lt Wedge 2x4 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.341 T 999 240 VERT(TL): 0.647 T 559 180 HORZ(LL): 0.168 O - - HORZ(TL): 0.318 O - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.557 Max BC CSI: 0.676 Max Web CSI: 0.553 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H6 Ply: 1 Qty:1 Wgt: 222.6 lbs SEQN: 346633 / T37 / HIPM FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1814 /-/-/763 /18 /140 N 1693 /-/-/633 /25 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.8 N Brg Width = 5.5 Min Req =2.7 Bearings B & N Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 B - C 308 -2333 C - D 930 -4885 D - E 1477 -6856 E - F 581 -3565 F - G 573 -3090 Chords Tens.Comp. G - H 595 -3940 H - I 494 -3449 I - J 378 -2920 J - K 378 -2920 K - L 319 -2383 L - M 220 -1436 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1921 -524 AA- Z 275 -60 Y - X 391 -96 W - V 6296 -1637 V - T 3954 -710 Chords Tens.Comp. U - R 165 -33 S - Q 193 -28 Q - P 2443 -380 P - O 1531 -250 O - N 76 -54 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 372 -1392 C - Y 2584 -616 AA- Y 1815 -513 Y - Z 172 -29 Y - D 343 -1420 Y - W 4761 -1199 D - W 1560 -455 W - X 14 -17 W - E 1870 -424 E - V 969 -3219 V - F 1069 -94 V - G 87 -1095 G - T 486 -21 T - U 18 0 Webs Tens.Comp. T - H 1495 -311 T - R 3797 -661 H - R 366 -1713 R - S 76 0 R - I 676 -176 R - Q 2789 -450 I - Q 196 -857 Q - K 701 -126 K - P 162 -874 P - L 1278 -179 L - O 221 -1405 O - M 2071 -260 M - N 219 -1658 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 B1 B4 W1 W7 W8 W9 W16 W17 W16 W17 W16 W17 W16 (a) DT -1"11 10'A B C D E F G H I J K L M NOPQ RS T UV W X YZAA 6 12 4X8(B2) 5X10 4X6 SS0712(**) 3X5(**) 4X7(**) SS0514(**)(I) 5X10 6X12 4X12 3X6 H0514(**) (I) 4X5(R) 7X12 3X5 5X12 3X5 4X6(R) 4X6(R) 5X10(R) 5X10(R) 3X5 30'3"8 8'5"4 21'10"4 2'7"1'8'11"1'16'9"81'1"9 6" 4'6 " 1 5 1' 4'8 " 1 0 5'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 DF-L 2400f-2.0E :B1, B4 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W2, W3, W4, W5, W6, W12, W13, W14, W15, W16 2x4 DF-L 2400f-2.0E: :Lt Wedge 2x4 SPF #1/#2: Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.273 V 999 240 VERT(TL): 0.517 V 699 180 HORZ(LL): 0.141 N - - HORZ(TL): 0.268 N - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.582 Max BC CSI: 0.676 Max Web CSI: 0.729 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H7 Ply: 1 Qty:1 Wgt: 256.2 lbs SEQN: 346636 / T39 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1841 /-/-/775 /17 /148 N 1746 /-/-/644 /15 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.9 N Brg Width = 5.5 Min Req =2.7 Bearings B & N Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 0 B - C 337 -2343 C - D 888 -4860 D - E 1365 -6957 E - F 719 -3883 F - G 580 -3136 Chords Tens.Comp. G - H 564 -3243 H - I 561 -3223 I - J 507 -2991 J - K 420 -2693 K - L 350 -2221 L - M 258 -1472 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 1923 -444 AB-AA 274 -55 Z - Y 385 -81 X - W 6368 -1399 W - V 3390 -735 V - T 2776 -509 Chords Tens.Comp. U - R 127 -25 S - Q 151 -19 Q - P 2279 -319 P - O 1345 -226 O - N 53 -44 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AB 321 -1388 C - Z 2564 -541 AB- Z 1818 -429 Z -AA 172 -27 Z - D 334 -1536 Z - X 4795 -1052 D - X 1627 -366 X - Y 12 -14 X - E 2125 -443 E - W 681 -3141 W - F 624 -89 F - V 284 -1088 V - G 634 -131 G - T 1005 -66 H - T 12 -96 Webs Tens.Comp. T - U 15 0 T - I 980 -216 T - R 3275 -511 I - R 283 -1347 R - S 73 0 R - J 530 -125 R - Q 2597 -372 J - Q 175 -862 Q - K 688 -105 K - P 147 -1135 P - L 1493 -146 L - O 170 -919 O - M 1638 -219 M - N 304 -1711 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 B1 B4 W2W3W4 W5W6W4 W12 W6 W13 W14 W15 W16 DT -1"11 10'A B C D E F G H I J K L M NOPQ RS T UVW XY ZAAAB 6 12 4X8(B2) 5X10 4X6 SS0712(**) 3X5(**) 4X7(**) SS0514(**)(I) H0510(**) 4X14 4X4 3X6 5X10 6X12 3X6 7X12 4X18 3X6 4X8(R) 5X7(R) 4X10 6X6(R) 3X7 30'3"8 10'5"4 15'5"8 4'4"12 2'7"1'8'11"1'16'9"81'1"9 6" 3'6 " 4 1' 5'8 " 1 0 6'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 DF-L 2400f-2.0E :B1, B4 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W2, W3, W4, W5, W6, W12, W13, W14, W15, W16 2x4 DF-L 2400f-2.0E: :Lt Wedge 2x4 SPF #1/#2: Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.273 V 999 240 VERT(TL): 0.517 V 699 180 HORZ(LL): 0.141 N - - HORZ(TL): 0.268 N - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.582 Max BC CSI: 0.676 Max Web CSI: 0.729 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H7 Ply: 1 Qty:1 Wgt: 256.2 lbs SEQN: 346636 / T39 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1841 /-/-/775 /17 /148 N 1746 /-/-/644 /15 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.9 N Brg Width = 5.5 Min Req =2.7 Bearings B & N Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 0 B - C 337 -2343 C - D 888 -4860 D - E 1365 -6957 E - F 719 -3883 F - G 580 -3136 Chords Tens.Comp. G - H 564 -3243 H - I 561 -3223 I - J 507 -2991 J - K 420 -2693 K - L 350 -2221 L - M 258 -1472 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 1923 -444 AB-AA 274 -55 Z - Y 385 -81 X - W 6368 -1399 W - V 3390 -735 V - T 2776 -509 Chords Tens.Comp. U - R 127 -25 S - Q 151 -19 Q - P 2279 -319 P - O 1345 -226 O - N 53 -44 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AB 321 -1388 C - Z 2564 -541 AB- Z 1818 -429 Z -AA 172 -27 Z - D 334 -1536 Z - X 4795 -1052 D - X 1627 -366 X - Y 12 -14 X - E 2125 -443 E - W 681 -3141 W - F 624 -89 F - V 284 -1088 V - G 634 -131 G - T 1005 -66 H - T 12 -96 Webs Tens.Comp. T - U 15 0 T - I 980 -216 T - R 3275 -511 I - R 283 -1347 R - S 73 0 R - J 530 -125 R - Q 2597 -372 J - Q 175 -862 Q - K 688 -105 K - P 147 -1135 P - L 1493 -146 L - O 170 -919 O - M 1638 -219 M - N 304 -1711 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 B1 B4 W2W3W4 W5W6W4 W12 W6 W13 W14 W15 W16 DT -1"11 10'A B C D E F G H I J K L M NOPQ RS T UVW XY ZAAAB 6 12 4X8(B2) 5X10 4X6 SS0712(**) 3X5(**) 4X7(**) SS0514(**)(I) H0510(**) 4X14 4X4 3X6 5X10 6X12 3X6 7X12 4X18 3X6 4X8(R) 5X7(R) 4X10 6X6(R) 3X7 30'3"8 10'5"4 15'5"8 4'4"12 2'7"1'8'11"1'16'9"81'1"9 6" 3'6 " 4 1' 5'8 " 1 0 6'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 DF-L 2400f-2.0E: Webs 2x4 SPF #1/#2 :W2, W3, W4, W9, W11, W12 2x4 DF-L 2400f-2.0E: :W13 2x4 SPF 1650f-1.5E: :Lt Wedge 2x4 SPF #1/#2: Plating Notes All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.185 Q 999 240 VERT(TL): 0.346 Q 999 180 HORZ(LL): 0.084 K - - HORZ(TL): 0.157 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.964 Max BC CSI: 0.707 Max Web CSI: 0.933 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H8 Ply: 1 Qty:1 Wgt: 222.6 lbs SEQN: 346678 / T41 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1908 /-/-/786 /16 /169 K 1693 /-/-/657 /12 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.0 K Brg Width = 5.5 Min Req =2.7 Bearings B & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 356 -2455 C - D 905 -5331 D - E 585 -3365 E - F 502 -2511 Chords Tens.Comp. F - G 500 -2251 G - H 500 -2239 H - I 416 -2034 I - J 311 -1641 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2016 -430 T - S 330 -63 R - Q 4999 -994 Q - P 2882 -614 Chords Tens.Comp. P - N 2143 -415 O - M 106 -13 M - L 1398 -262 L - K 50 -51 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 308 -1441 C - R 2951 -563 T - R 1863 -406 R - S 180 -27 R - D 856 -162 D - Q 405 -2131 Q - E 360 -19 E - P 244 -1065 P - F 540 -82 F - N 825 -75 Webs Tens.Comp. G - N 79 -543 N - O 85 0 N - H 539 -123 N - M 1961 -323 H - M 162 -917 M - I 1011 -108 I - L 156 -582 L - J 1526 -231 J - K 344 -1640 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 B2 W2W3W4 W9 W11 W12 W13 DT -1"11 10'A B C D E F G H I J KLM N OPQ RST 6 12 4X8(B2) 6X10(**) 4X7(**) SS0619(**) 3X5(**) 4X7(**) 3X12 3X5 3X6 4X6 5X10 5X10 H0610 3X10 5X5(R) 3X6 30'3"8 12'5"4 11'5"8 6'4"12 2'7"10'11"16'9"81'1"9 6" 3'6 " 4 6'8 " 1 0 7'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 DF-L 2400f-2.0E: Webs 2x4 SPF #1/#2 :W2, W3, W4, W9, W11, W12 2x4 DF-L 2400f-2.0E: :W13 2x4 SPF 1650f-1.5E: :Lt Wedge 2x4 SPF #1/#2: Plating Notes All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.185 Q 999 240 VERT(TL): 0.346 Q 999 180 HORZ(LL): 0.084 K - - HORZ(TL): 0.157 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.964 Max BC CSI: 0.707 Max Web CSI: 0.933 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H8 Ply: 1 Qty:1 Wgt: 222.6 lbs SEQN: 346678 / T41 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1908 /-/-/786 /16 /169 K 1693 /-/-/657 /12 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.0 K Brg Width = 5.5 Min Req =2.7 Bearings B & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 356 -2455 C - D 905 -5331 D - E 585 -3365 E - F 502 -2511 Chords Tens.Comp. F - G 500 -2251 G - H 500 -2239 H - I 416 -2034 I - J 311 -1641 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2016 -430 T - S 330 -63 R - Q 4999 -994 Q - P 2882 -614 Chords Tens.Comp. P - N 2143 -415 O - M 106 -13 M - L 1398 -262 L - K 50 -51 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 308 -1441 C - R 2951 -563 T - R 1863 -406 R - S 180 -27 R - D 856 -162 D - Q 405 -2131 Q - E 360 -19 E - P 244 -1065 P - F 540 -82 F - N 825 -75 Webs Tens.Comp. G - N 79 -543 N - O 85 0 N - H 539 -123 N - M 1961 -323 H - M 162 -917 M - I 1011 -108 I - L 156 -582 L - J 1526 -231 J - K 344 -1640 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 B2 W2W3W4 W9 W11 W12 W13 DT -1"11 10'A B C D E F G H I J KLM N OPQ RST 6 12 4X8(B2) 6X10(**) 4X7(**) SS0619(**) 3X5(**) 4X7(**) 3X12 3X5 3X6 4X6 5X10 5X10 H0610 3X10 5X5(R) 3X6 30'3"8 12'5"4 11'5"8 6'4"12 2'7"10'11"16'9"81'1"9 6" 3'6 " 4 6'8 " 1 0 7'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io nLumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :W4, W5 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.168 C 999 240 VERT(TL): 0.300 C 999 180 HORZ(LL): 0.067 I - - HORZ(TL): 0.119 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.658 Max BC CSI: 0.964 Max Web CSI: 0.730 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H9 Ply: 1 Qty:1 Wgt: 203.0 lbs SEQN: 346528 / T2 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1873 /-/-/740 /5 /182 I 1856 /-/-/666 /9 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =2.9 I Brg Width = 5.5 Min Req =2.9 Bearings A & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 542 -3372 B - C 515 -3046 C - D 454 -2198 D - E 418 -1702 Chords Tens.Comp. E - F 418 -1702 F - G 381 -1722 G - H 123 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 2900 -552 N - M 2441 -484 M - L 1808 -333 Chords Tens.Comp. L - K 1808 -333 K - J 1433 -243 J - I 1239 -272 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 204 -414 N - C 428 -96 C - M 217 -898 M - D 811 -124 D - K 73 -376 E - K 63 -572 Webs Tens.Comp. K - F 613 -126 F - J 83 -237 J - G 499 0 G - I 375 -1982 H - I 70 -225 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W4 W5 W5 W4 (a) (a) DT -1"11 10' A B C D E F G H IJKLMN 6 12 5X10(B2) 3X4 3X4 3X4 3X6 4X6 3X5 3X4 4X7 4X12 3X4 4X8 3X4 3X12(R) 30'3"8 14'5"4 7'5"8 8'4"12 6" 3'6 " 4 7'8 " 1 0 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :W4, W5 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.168 C 999 240 VERT(TL): 0.300 C 999 180 HORZ(LL): 0.067 I - - HORZ(TL): 0.119 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.658 Max BC CSI: 0.964 Max Web CSI: 0.730 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H9 Ply: 1 Qty:1 Wgt: 203.0 lbs SEQN: 346528 / T2 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1873 /-/-/740 /5 /182 I 1856 /-/-/666 /9 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =2.9 I Brg Width = 5.5 Min Req =2.9 Bearings A & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 542 -3372 B - C 515 -3046 C - D 454 -2198 D - E 418 -1702 Chords Tens.Comp. E - F 418 -1702 F - G 381 -1722 G - H 123 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 2900 -552 N - M 2441 -484 M - L 1808 -333 Chords Tens.Comp. L - K 1808 -333 K - J 1433 -243 J - I 1239 -272 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 204 -414 N - C 428 -96 C - M 217 -898 M - D 811 -124 D - K 73 -376 E - K 63 -572 Webs Tens.Comp. K - F 613 -126 F - J 83 -237 J - G 499 0 G - I 375 -1982 H - I 70 -225 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 W4 W5 W5 W4 (a) (a) DT -1"11 10' A B C D E F G H IJKLMN 6 12 5X10(B2) 3X4 3X4 3X4 3X6 4X6 3X5 3X4 4X7 4X12 3X4 4X8 3X4 3X12(R) 30'3"8 14'5"4 7'5"8 8'4"12 6" 3'6 " 4 7'8 " 1 0 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W8, W9, W10, W11 2x4 SPF 1650f-1.5E: :Lt Wedge 2x4 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 32.29 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 32.29 TC: 118 lb Conc. Load at 1.87 BC: 43 lb Conc. Load at 1.87 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.275 Q 999 240 VERT(TL): 0.521 Q 740 180 HORZ(LL): 0.063 K - - HORZ(TL): 0.119 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.751 Max BC CSI: 0.865 Max Web CSI: 0.834 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H10 Ply: 1 Qty:1 Wgt: 235.2 lbs SEQN: 346749 / T57 / SPEC FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2078 /-/-/206 /-/47 K 1814 /-/-/213 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.7 K Brg Width = 5.5 Min Req =2.8 Bearings B & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 0 -3140 C - D 0 -5789 D - E 0 -3853 E - F 0 -2838 Chords Tens.Comp. F - G 0 -2070 G - H 0 -1541 H - I 0 -1839 I - J 0 -1644 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2721 0 S - R 2759 0 R - Q 5789 0 Q - P 3312 0 P - O 2418 0 Chords Tens.Comp. O - N 2418 0 N - M 1735 0 M - L 1419 0 L - K 25 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - C 0 -266 C - R 3398 0 D - R 0 -1518 D - Q 0 -2489 Q - E 668 0 E - P 0 -1100 P - F 766 0 F - N 0 -1071 Webs Tens.Comp. N - G 938 0 G - M 0 -488 H - M 389 0 M - I 199 0 I - L 0 -765 L - J 1630 0 J - K 0 -1770 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 B2 W8 W9 W10 W9 W11 (a) (a) DT -1"11 DT -1"11 10'A B C D E F G H I J KLMNOPQRS 6 12 5X8(B2) 3X4 8X10 7X12(I) 5X10 4X10 4X4 3X6 4X5 3X6 4X4(R) 5X5 5X5 3X7 3X5 4X8 6X6(R) 3X7 32'3"8 1'9"4 2'14'8"3'5"8 10'4"12 1'1"9 6" 3'6 " 4 1'4"10 8'8 " 1 0 9'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W8, W9, W10, W11 2x4 SPF 1650f-1.5E: :Lt Wedge 2x4 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 32.29 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 32.29 TC: 118 lb Conc. Load at 1.87 BC: 43 lb Conc. Load at 1.87 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.275 Q 999 240 VERT(TL): 0.521 Q 740 180 HORZ(LL): 0.063 K - - HORZ(TL): 0.119 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.751 Max BC CSI: 0.865 Max Web CSI: 0.834 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H10 Ply: 1 Qty:1 Wgt: 235.2 lbs SEQN: 346749 / T57 / SPEC FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2078 /-/-/206 /-/47 K 1814 /-/-/213 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.7 K Brg Width = 5.5 Min Req =2.8 Bearings B & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 0 -3140 C - D 0 -5789 D - E 0 -3853 E - F 0 -2838 Chords Tens.Comp. F - G 0 -2070 G - H 0 -1541 H - I 0 -1839 I - J 0 -1644 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2721 0 S - R 2759 0 R - Q 5789 0 Q - P 3312 0 P - O 2418 0 Chords Tens.Comp. O - N 2418 0 N - M 1735 0 M - L 1419 0 L - K 25 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - C 0 -266 C - R 3398 0 D - R 0 -1518 D - Q 0 -2489 Q - E 668 0 E - P 0 -1100 P - F 766 0 F - N 0 -1071 Webs Tens.Comp. N - G 938 0 G - M 0 -488 H - M 389 0 M - I 199 0 I - L 0 -765 L - J 1630 0 J - K 0 -1770 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 B2 W8 W9 W10 W9 W11 (a) (a) DT -1"11 DT -1"11 10'A B C D E F G H I J KLMNOPQRS 6 12 5X8(B2) 3X4 8X10 7X12(I) 5X10 4X10 4X4 3X6 4X5 3X6 4X4(R) 5X5 5X5 3X7 3X5 4X8 6X6(R) 3X7 32'3"8 1'9"4 2'14'8"3'5"8 10'4"12 1'1"9 6" 3'6 " 4 1'4"10 8'8 " 1 0 9'0 " 9 Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:H10 Ply: 1 Qty:1 Wgt: 235.2 lbs SEQN: 346749 / T57 / SPEC FROM: GLD Page 2 of 2 DRW: .../...10/24/2019 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Additional Notes This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL): 0.000 K 999 180 HORZ(LL):0.000 - - - HORZ(TL): 0.000 N - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HFA Ply: 1 Qty:2 Wgt: 162.4 lbs SEQN: 346722 / T17 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*2 /-/-/-/-/- A Brg Width = 279 Min Req =- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1 B - C 0 -1 C - D 0 -1 D - E 0 -1 E - F 0 0 F - G 0 0 G - H 0 0 Chords Tens.Comp. H - I 0 0 I - J 0 0 J - K 0 0 K - L 0 -1 L - M 0 -1 M - N 0 -1 N - O 0 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AA 1 0 AA- Z 0 0 Z - Y 0 0 Y - X 0 0 X - W 0 0 W - V 0 0 V - U 0 0 Chords Tens.Comp. U - T 0 0 T - S 0 0 S - R 0 0 R - Q 0 0 Q - P 0 0 P - O 1 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AA 0 -2 C - Z 0 -2 D - Y 0 -2 F - W 0 -2 G - V 0 -2 H - U 0 -2 Gables Tens.Comp. I - T 0 -2 J - S 0 -2 R - L 0 -2 Q - M 0 -2 P - N 0 -2 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 0' A B C D E F G H I J K L M N O PQRSTUVWXYZAA 13.42 12 3X4(D1)3X4(D1) 23'3"11 5'11"14 11'4"5'11"14 0"4 6'8 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Additional Notes This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL): 0.000 K 999 180 HORZ(LL):0.000 - - - HORZ(TL): 0.000 N - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HFA Ply: 1 Qty:2 Wgt: 162.4 lbs SEQN: 346722 / T17 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*2 /-/-/-/-/- A Brg Width = 279 Min Req =- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1 B - C 0 -1 C - D 0 -1 D - E 0 -1 E - F 0 0 F - G 0 0 G - H 0 0 Chords Tens.Comp. H - I 0 0 I - J 0 0 J - K 0 0 K - L 0 -1 L - M 0 -1 M - N 0 -1 N - O 0 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AA 1 0 AA- Z 0 0 Z - Y 0 0 Y - X 0 0 X - W 0 0 W - V 0 0 V - U 0 0 Chords Tens.Comp. U - T 0 0 T - S 0 0 S - R 0 0 R - Q 0 0 Q - P 0 0 P - O 1 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AA 0 -2 C - Z 0 -2 D - Y 0 -2 F - W 0 -2 G - V 0 -2 H - U 0 -2 Gables Tens.Comp. I - T 0 -2 J - S 0 -2 R - L 0 -2 Q - M 0 -2 P - N 0 -2 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 0' A B C D E F G H I J K L M N O PQRSTUVWXYZAA 13.42 12 3X4(D1)3X4(D1) 23'3"11 5'11"14 11'4"5'11"14 0"4 6'8 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Additional Notes This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL): 0.000 E 999 180 HORZ(LL):0.000 - - - HORZ(TL):-0.000 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HFB Ply: 1 Qty:2 Wgt: 70.0 lbs SEQN: 346725 / T51 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*2 /-/-/-/-/- A Brg Width = 134 Min Req =- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1 B - C 0 -1 C - D 0 -1 Chords Tens.Comp. D - E 0 -1 E - F 0 -1 F - G 0 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 0 0 L - K 0 0 K - J 0 0 Chords Tens.Comp. J - I 0 0 I - H 0 0 H - G 0 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - L 0 -2 C - K 0 -2 D - J 0 -1 Gables Tens.Comp. I - E 0 -2 H - F 0 -2 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 0' A B C D E F G HIJKL 13.42 12 3X4(D1) 4X4 3X4(D1) 11'2"3 5'7"2 5'7"2 0"4 6'3 " 4 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Additional Notes This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL): 0.000 E 999 180 HORZ(LL):0.000 - - - HORZ(TL):-0.000 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HFB Ply: 1 Qty:2 Wgt: 70.0 lbs SEQN: 346725 / T51 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*2 /-/-/-/-/- A Brg Width = 134 Min Req =- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1 B - C 0 -1 C - D 0 -1 Chords Tens.Comp. D - E 0 -1 E - F 0 -1 F - G 0 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 0 0 L - K 0 0 K - J 0 0 Chords Tens.Comp. J - I 0 0 I - H 0 0 H - G 0 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - L 0 -2 C - K 0 -2 D - J 0 -1 Gables Tens.Comp. I - E 0 -2 H - F 0 -2 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 0' A B C D E F G HIJKL 13.42 12 3X4(D1) 4X4 3X4(D1) 11'2"3 5'7"2 5'7"2 0"4 6'3 " 4 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Additional Notes This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL): 0.000 F 999 180 HORZ(LL):0.000 - - - HORZ(TL):-0.000 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HFC Ply: 1 Qty:1 Wgt: 53.2 lbs SEQN: 346719 / T9 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*2 /-/-/-/-/- A Brg Width = 107 Min Req =- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 1 -1 Chords Tens.Comp. C - D 1 -1 D - E 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 0 0 H - G 0 0 Chords Tens.Comp. G - F 0 0 F - E 0 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - H 0 -3 C - G 0 -2 Gables Tens.Comp. F - D 0 -3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 0' A B C D E FGH 13.42 12 3X4(D1) 4X4 3X4(D1) 8'11"11 4'4"8 2"11 4'4"8 0"4 4'1 0 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Additional Notes This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL): 0.000 F 999 180 HORZ(LL):0.000 - - - HORZ(TL):-0.000 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HFC Ply: 1 Qty:1 Wgt: 53.2 lbs SEQN: 346719 / T9 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*2 /-/-/-/-/- A Brg Width = 107 Min Req =- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 1 -1 Chords Tens.Comp. C - D 1 -1 D - E 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 0 0 H - G 0 0 Chords Tens.Comp. G - F 0 0 F - E 0 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - H 0 -3 C - G 0 -2 Gables Tens.Comp. F - D 0 -3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 0' A B C D E FGH 13.42 12 3X4(D1) 4X4 3X4(D1) 8'11"11 4'4"8 2"11 4'4"8 0"4 4'1 0 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4(D1) except as noted. Additional Notes This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL): 0.000 D 999 180 HORZ(LL):0.000 - - - HORZ(TL):-0.000 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.002 Max BC CSI: 0.002 Max Web CSI: 0.001 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HFD Ply: 1 Qty:1 Wgt: 28.0 lbs SEQN: 346728 / T26 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*2 /-/-/-/-/- A Brg Width = 71.7 Min Req =- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2 0 Chords Tens.Comp. B - C 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 0 -1 Chords Tens.Comp. D - C 0 -1 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - D 0 -4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 0' A B C D 13.42 12 4X4 3X4 5'11"11 2'11"14 2'11"14 0"4 3' 4 " 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4(D1) except as noted. Additional Notes This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 - - 240 VERT(TL): 0.000 D 999 180 HORZ(LL):0.000 - - - HORZ(TL):-0.000 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.002 Max BC CSI: 0.002 Max Web CSI: 0.001 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HFD Ply: 1 Qty:1 Wgt: 28.0 lbs SEQN: 346728 / T26 / HIP_ FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*2 /-/-/-/-/- A Brg Width = 71.7 Min Req =- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2 0 Chords Tens.Comp. B - C 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 0 -1 Chords Tens.Comp. D - C 0 -1 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - D 0 -4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 0' A B C D 13.42 12 4X4 3X4 5'11"11 2'11"14 2'11"14 0"4 3' 4 " 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 DF-L 2400f-2.0E :T2, T3 2x4 SPF 1650f-1.5E: Bot chord 2x4 SPF 2400f-2.0E Webs 2x4 SPF #1/#2 :Lt Wedge 2x4 SPF #1/#2::Rt Wedge 2x4 SPF #1/#2: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 6.44 TC: From 46 plf at 6.44 to 46 plf at 29.90 TC: From 92 plf at 29.90 to 92 plf at 37.46 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.47 BC: From 10 plf at 6.47 to 10 plf at 29.86 BC: From 20 plf at 29.86 to 20 plf at 36.33 BC: From 4 plf at 36.33 to 4 plf at 37.46 BC: 1234 lb Conc. Load at 6.47,29.86 BC: 348 lb Conc. Load at 8.50,10.50,12.50,14.50 16.50,18.17,19.83,21.83,23.83,25.83,27.83 Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.625 E 693 240 VERT(TL): 1.165 E 371 180 HORZ(LL): 0.141 K - - HORZ(TL): 0.263 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.949 Max BC CSI: 0.955 Max Web CSI: 0.567 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HG1 Ply: 2 Qty:1 Wgt: 375.2 lbs SEQN: 346421 / T44 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 4632 /-/-/32 /-/- I 4632 /-/-/32 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.4 I Brg Width = 5.5 Min Req =3.4 Bearings B & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 10 -4443 C - D 35 -5847 D - E 42 -6508 E - F 42 -6508 Chords Tens.Comp. F - G 42 -6508 G - H 35 -5848 H - I 10 -4443 I - J 23 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3892 -7 P - O 3863 -8 O - N 5895 -35 N - M 5896 -35 Chords Tens.Comp. M - L 5896 -35 L - K 3863 -8 K - I 3892 -7 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 673 0 C - O 2308 -32 O - D 3 -554 D - N 707 -8 E - N 0 -121 Webs Tens.Comp. N - G 706 -8 G - L 3 -554 L - H 2309 -32 H - K 673 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T2 T3DT -1"5 10'A B C D E F G H I J KLMNOP 6 12 5X8(B2) 3X4 7X8 4X10 3X4 3X4 3X10 SS0514 3X7 3X4 4X10 7X8 3X4 5X8(B2) 36'4" 6'5"4 23'5"8 6'5"4 1'1"9 1'1"9 6" 3'8 " 1 0 4'0 " 9 Lumber Top chord 2x4 DF-L 2400f-2.0E :T2, T3 2x4 SPF 1650f-1.5E: Bot chord 2x4 SPF 2400f-2.0E Webs 2x4 SPF #1/#2 :Lt Wedge 2x4 SPF #1/#2::Rt Wedge 2x4 SPF #1/#2: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 6.44 TC: From 46 plf at 6.44 to 46 plf at 29.90 TC: From 92 plf at 29.90 to 92 plf at 37.46 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.47 BC: From 10 plf at 6.47 to 10 plf at 29.86 BC: From 20 plf at 29.86 to 20 plf at 36.33 BC: From 4 plf at 36.33 to 4 plf at 37.46 BC: 1234 lb Conc. Load at 6.47,29.86 BC: 348 lb Conc. Load at 8.50,10.50,12.50,14.50 16.50,18.17,19.83,21.83,23.83,25.83,27.83 Wind Wind loads and reactions based on MWFRS. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.625 E 693 240 VERT(TL): 1.165 E 371 180 HORZ(LL): 0.141 K - - HORZ(TL): 0.263 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.949 Max BC CSI: 0.955 Max Web CSI: 0.567 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HG1 Ply: 2 Qty:1 Wgt: 375.2 lbs SEQN: 346421 / T44 / HIPS FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 4632 /-/-/32 /-/- I 4632 /-/-/32 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.4 I Brg Width = 5.5 Min Req =3.4 Bearings B & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 10 -4443 C - D 35 -5847 D - E 42 -6508 E - F 42 -6508 Chords Tens.Comp. F - G 42 -6508 G - H 35 -5848 H - I 10 -4443 I - J 23 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3892 -7 P - O 3863 -8 O - N 5895 -35 N - M 5896 -35 Chords Tens.Comp. M - L 5896 -35 L - K 3863 -8 K - I 3892 -7 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 673 0 C - O 2308 -32 O - D 3 -554 D - N 707 -8 E - N 0 -121 Webs Tens.Comp. N - G 706 -8 G - L 3 -554 L - H 2309 -32 H - K 673 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T2 T3DT -1"5 10'A B C D E F G H I J KLMNOP 6 12 5X8(B2) 3X4 7X8 4X10 3X4 3X4 3X10 SS0514 3X7 3X4 4X10 7X8 3X4 5X8(B2) 36'4" 6'5"4 23'5"8 6'5"4 1'1"9 1'1"9 6" 3'8 " 1 0 4'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 SPF 2100f-1.8E: Bot chord 2x4 DF-L 2400f-2.0E :B1, B4 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W2, W3, W4, W5, W6, W11, W12, W13, W14 2x4 DF-L 2400f-2.0E: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 6.44 TC: From 46 plf at 6.44 to 46 plf at 30.29 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.50 BC: From 10 plf at 6.50 to 10 plf at 30.29 BC: 344 lb Conc. Load at 6.50, 8.50,10.50,12.50 BC: 348 lb Conc. Load at 14.50,16.50,18.50,20.50 22.50,24.50,26.50,28.50 Plating Notes All plates are 5X10 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.439 U 824 240 VERT(TL): 0.820 U 441 180 HORZ(LL): 0.164 O - - HORZ(TL): 0.307 O - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.585 Max BC CSI: 0.828 Max Web CSI: 0.842 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HG2 Ply: 2 Qty:1 Wgt: 450.8 lbs SEQN: 346630 / T36 / HIPM FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3044 /-/-/41 /-/49 O 3282 /-/-/-/25 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.4 O Brg Width = 5.5 Min Req =2.6 Bearings B & O Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 0 -2071 C - D 0 -4399 D - E 0 -6182 E - F 0 -3919 F - G 15 -4619 G - H 15 -4618 Chords Tens.Comp. H - I 31 -5617 I - J 32 -4591 J - K 39 -3783 K - L 39 -3783 L - M 38 -3104 M - N 29 -1875 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AC 1714 0 AC-AB 225 0 AA- Z 317 0 Y - X 5629 0 X - W 3446 0 W - U 5661 -6 Chords Tens.Comp. V - S 237 0 T - R 420 -2 R - Q 3157 -13 Q - P 1970 -5 P - O 12 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AC 0 -1230 C -AA 2350 0 AC-AA 1645 0 AA-AB 136 0 AA- D 0 -1317 AA- Y 4318 0 D - Y 1385 0 Y - Z 3 -16 Y - E 1815 0 E - X 0 -2224 X - F 675 0 F - W 1486 -28 G - W 0 -125 W - H 20 -1288 H - U 771 -12 Webs Tens.Comp. U - V 3 0 U - I 2234 0 U - S 5095 -9 I - S 0 -2150 S - T 193 -3 S - J 937 0 S - R 3431 -12 J - R 0 -628 R - L 814 -2 L - Q 1 -612 Q - M 1498 -11 M - P 7 -1091 P - N 2395 -22 N - O 14 -1547 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 B1 B4 W2W3W4 W5 W6 W4 W11 W12 W13 W14 DT -1"5 10'A B C D E F G H I J K L M N OPQR S T UVWX YZ AAABAC 6 12 4X6(B10R) 4X6 7X12 3X5 4X5 H0514(**)(I) 3X4 5X7 3X10 4X12 3X4 3X7 SS0514(**)(I) 3X4 4X8(R) SS0619(**) 3X5 3X6 7X12 3X4 3X5 4X8 4X8 3X6 30'3"8 6'5"4 23'10"4 2'7"1'8'11"1'16'9"81'1"9 6" 3'7 " 5 1' 3'8 " 1 0 4' 0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 SPF 2100f-1.8E: Bot chord 2x4 DF-L 2400f-2.0E :B1, B4 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W2, W3, W4, W5, W6, W11, W12, W13, W14 2x4 DF-L 2400f-2.0E: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at -1.13 to 92 plf at 6.44 TC: From 46 plf at 6.44 to 46 plf at 30.29 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.50 BC: From 10 plf at 6.50 to 10 plf at 30.29 BC: 344 lb Conc. Load at 6.50, 8.50,10.50,12.50 BC: 348 lb Conc. Load at 14.50,16.50,18.50,20.50 22.50,24.50,26.50,28.50 Plating Notes All plates are 5X10 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.439 U 824 240 VERT(TL): 0.820 U 441 180 HORZ(LL): 0.164 O - - HORZ(TL): 0.307 O - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.585 Max BC CSI: 0.828 Max Web CSI: 0.842 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HG2 Ply: 2 Qty:1 Wgt: 450.8 lbs SEQN: 346630 / T36 / HIPM FROM: GLD Page 1 of 2 DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3044 /-/-/41 /-/49 O 3282 /-/-/-/25 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.4 O Brg Width = 5.5 Min Req =2.6 Bearings B & O Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 0 -2071 C - D 0 -4399 D - E 0 -6182 E - F 0 -3919 F - G 15 -4619 G - H 15 -4618 Chords Tens.Comp. H - I 31 -5617 I - J 32 -4591 J - K 39 -3783 K - L 39 -3783 L - M 38 -3104 M - N 29 -1875 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AC 1714 0 AC-AB 225 0 AA- Z 317 0 Y - X 5629 0 X - W 3446 0 W - U 5661 -6 Chords Tens.Comp. V - S 237 0 T - R 420 -2 R - Q 3157 -13 Q - P 1970 -5 P - O 12 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AC 0 -1230 C -AA 2350 0 AC-AA 1645 0 AA-AB 136 0 AA- D 0 -1317 AA- Y 4318 0 D - Y 1385 0 Y - Z 3 -16 Y - E 1815 0 E - X 0 -2224 X - F 675 0 F - W 1486 -28 G - W 0 -125 W - H 20 -1288 H - U 771 -12 Webs Tens.Comp. U - V 3 0 U - I 2234 0 U - S 5095 -9 I - S 0 -2150 S - T 193 -3 S - J 937 0 S - R 3431 -12 J - R 0 -628 R - L 814 -2 L - Q 1 -612 Q - M 1498 -11 M - P 7 -1091 P - N 2395 -22 N - O 14 -1547 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 B1 B4 W2W3W4 W5 W6 W4 W11 W12 W13 W14 DT -1"5 10'A B C D E F G H I J K L M N OPQR S T UVWX YZ AAABAC 6 12 4X6(B10R) 4X6 7X12 3X5 4X5 H0514(**)(I) 3X4 5X7 3X10 4X12 3X4 3X7 SS0514(**)(I) 3X4 4X8(R) SS0619(**) 3X5 3X6 7X12 3X4 3X5 4X8 4X8 3X6 30'3"8 6'5"4 23'10"4 2'7"1'8'11"1'16'9"81'1"9 6" 3'7 " 5 1' 3'8 " 1 0 4' 0 " 9 Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:HG2 Ply: 2 Qty:1 Wgt: 450.8 lbs SEQN: 346630 / T36 / HIPM FROM: GLD Page 2 of 2 DRW: .../...10/24/2019 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.000 C - - HORZ(TL):-0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.091 Max BC CSI: 0.020 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J1 Ply: 1 Qty:14 Wgt: 8.4 lbs SEQN: 346079 / T7 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 255 /-/-/124 /5 /31 D 33 /-/-/22 /-/- C 50 /-/-/16 /8 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 Chords Tens.Comp. B - C 22 -50 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'2" A B C D 6 12 3X4(B1) 1'10"151'1"9 6" 1' 5 " 8 1' 9 " 6 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.000 C - - HORZ(TL):-0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.091 Max BC CSI: 0.020 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J1 Ply: 1 Qty:14 Wgt: 8.4 lbs SEQN: 346079 / T7 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 255 /-/-/124 /5 /31 D 33 /-/-/22 /-/- C 50 /-/-/16 /8 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 Chords Tens.Comp. B - C 22 -50 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'2" A B C D 6 12 3X4(B1) 1'10"151'1"9 6" 1' 5 " 8 1' 9 " 6 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.002 F - - HORZ(TL): 0.004 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.186 Max BC CSI: 0.098 Max Web CSI: 0.042 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J2 Ply: 1 Qty:8 Wgt: 16.8 lbs SEQN: 346093 / T6 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 344 /-/-/165 /-/52 E 199 /-/-/99 /10 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 57 -95 Chords Tens.Comp. C - D 0 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 10 -7 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 128 -154 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9'A B C D EF 6 12 3X4(B1) 3X4 3X4 3'10"15 (J)3'10"3 0"121'1"9 6" 2' 5 " 8 2'9 " 6 HB 0"12 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.002 F - - HORZ(TL): 0.004 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.186 Max BC CSI: 0.098 Max Web CSI: 0.042 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J2 Ply: 1 Qty:8 Wgt: 16.8 lbs SEQN: 346093 / T6 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 344 /-/-/165 /-/52 E 199 /-/-/99 /10 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 57 -95 Chords Tens.Comp. C - D 0 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 10 -7 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 128 -154 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 9'A B C D EF 6 12 3X4(B1) 3X4 3X4 3'10"15 (J)3'10"3 0"121'1"9 6" 2' 5 " 8 2'9 " 6 HB 0"12 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.035 I 999 240 VERT(TL): 0.065 I 704 180 HORZ(LL): 0.019 C - - HORZ(TL): 0.035 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.181 Max BC CSI: 0.087 Max Web CSI: 0.089 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J2A Ply: 1 Qty:2 Wgt: 23.8 lbs SEQN: 346618 / T58 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 347 /-/-/166 /-/52 F 195 /-/-/97 /10 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 0 -136 Chords Tens.Comp. C - D 5 -46 D - E 0 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 50 -35 I - G 57 -37 Chords Tens.Comp. H - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 54 0 I - J 44 0 Webs Tens.Comp. H - D 111 -152 H - G 38 -13 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11' A B C D E FGH I J 6 12 3X4(B1) 3X4 3X4 3X4 3X4 3X4 3X4 3'10"15 (J)2'7"1' 3"151'1"9 6" 1' 1' 5 " 8 2' 5 " 8 2' 9 " 6 HB 3"15 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.035 I 999 240 VERT(TL): 0.065 I 704 180 HORZ(LL): 0.019 C - - HORZ(TL): 0.035 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.181 Max BC CSI: 0.087 Max Web CSI: 0.089 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J2A Ply: 1 Qty:2 Wgt: 23.8 lbs SEQN: 346618 / T58 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 347 /-/-/166 /-/52 F 195 /-/-/97 /10 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 0 -136 Chords Tens.Comp. C - D 5 -46 D - E 0 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 50 -35 I - G 57 -37 Chords Tens.Comp. H - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 54 0 I - J 44 0 Webs Tens.Comp. H - D 111 -152 H - G 38 -13 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11' A B C D E FGH I J 6 12 3X4(B1) 3X4 3X4 3X4 3X4 3X4 3X4 3'10"15 (J)2'7"1' 3"151'1"9 6" 1' 1' 5 " 8 2' 5 " 8 2' 9 " 6 HB 3"15 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.010 F - - HORZ(TL): 0.018 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.499 Max BC CSI: 0.229 Max Web CSI: 0.133 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J3 Ply: 1 Qty:8 Wgt: 25.2 lbs SEQN: 346096 / T5 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 450 /-/-/214 /-/73 E 317 /-/-/158 /16 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 82 -152 Chords Tens.Comp. C - D 0 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 26 -17 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 195 -241 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D EF 6 12 3X4(B1) 3X4 3X5 5'10"15 (J)5'10"3 0"121'1"9 6" 3'5 " 8 3'9 " 6 HB 0"12 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.010 F - - HORZ(TL): 0.018 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.499 Max BC CSI: 0.229 Max Web CSI: 0.133 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J3 Ply: 1 Qty:8 Wgt: 25.2 lbs SEQN: 346096 / T5 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 450 /-/-/214 /-/73 E 317 /-/-/158 /16 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 82 -152 Chords Tens.Comp. C - D 0 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 26 -17 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 195 -241 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D EF 6 12 3X4(B1) 3X4 3X5 5'10"15 (J)5'10"3 0"121'1"9 6" 3'5 " 8 3'9 " 6 HB 0"12 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.030 K 999 240 VERT(TL): 0.055 K 999 180 HORZ(LL): 0.018 H - - HORZ(TL): 0.033 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.171 Max BC CSI: 0.104 Max Web CSI: 0.403 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J3A Ply: 1 Qty:2 Wgt: 36.4 lbs SEQN: 346621 / T18 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 450 /-/-/213 /-/73 G 317 /-/-/157 /16 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 12 -333 C - D 92 -337 Chords Tens.Comp. D - E 43 -58 E - F 0 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 223 -150 K - J 328 -216 Chords Tens.Comp. I - H 473 -311 H - G 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 48 -1 K - L 35 0 I - J 59 -31 Webs Tens.Comp. I - D 81 -1 D - H 335 -507 E - H 74 -108 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11' A B C D EF GH I J KL 6 12 3X4(B1) 3X4 3X4 3X4 3X4 3X4 3X4 3X4 4X5(R) 5'10"15 (J)2'7"1'2'3"3 0"121'1"9 6" 1' 2' 5 " 8 3'5 " 8 3'9 " 6 HB 0"12 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.030 K 999 240 VERT(TL): 0.055 K 999 180 HORZ(LL): 0.018 H - - HORZ(TL): 0.033 H - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.171 Max BC CSI: 0.104 Max Web CSI: 0.403 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:J3A Ply: 1 Qty:2 Wgt: 36.4 lbs SEQN: 346621 / T18 / JACK FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 450 /-/-/213 /-/73 G 317 /-/-/157 /16 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 12 -333 C - D 92 -337 Chords Tens.Comp. D - E 43 -58 E - F 0 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 223 -150 K - J 328 -216 Chords Tens.Comp. I - H 473 -311 H - G 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 48 -1 K - L 35 0 I - J 59 -31 Webs Tens.Comp. I - D 81 -1 D - H 335 -507 E - H 74 -108 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11' A B C D EF GH I J KL 6 12 3X4(B1) 3X4 3X4 3X4 3X4 3X4 3X4 3X4 4X5(R) 5'10"15 (J)2'7"1'2'3"3 0"121'1"9 6" 1' 2' 5 " 8 3'5 " 8 3'9 " 6 HB 0"12 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 C 999 240 VERT(TL): 0.008 C 999 180 HORZ(LL):-0.002 D - - HORZ(TL):-0.005 E - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.129 Max BC CSI: 0.251 Max Web CSI: 0.084 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M1 Ply: 1 Qty:27 Wgt: 35.0 lbs SEQN: 346099 / T45 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 482 /-/-/229 /-/78 E 344 /-/-/172 /18 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 89 -408 Chords Tens.Comp. C - D 51 -85 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 312 -235 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 266 -347 Webs Tens.Comp. D - E 103 -125 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E 6 12 3X4(B1) 3X4 3X4 3X5(R) 6'5"4 (J)1'1"9 6" 3'8 " 1 0 4'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 C 999 240 VERT(TL): 0.008 C 999 180 HORZ(LL):-0.002 D - - HORZ(TL):-0.005 E - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.129 Max BC CSI: 0.251 Max Web CSI: 0.084 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M1 Ply: 1 Qty:27 Wgt: 35.0 lbs SEQN: 346099 / T45 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 482 /-/-/229 /-/78 E 344 /-/-/172 /18 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 89 -408 Chords Tens.Comp. C - D 51 -85 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 312 -235 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 266 -347 Webs Tens.Comp. D - E 103 -125 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D E 6 12 3X4(B1) 3X4 3X4 3X5(R) 6'5"4 (J)1'1"9 6" 3'8 " 1 0 4'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028 C 999 240 VERT(TL): 0.052 C 999 180 HORZ(LL): 0.018 F - - HORZ(TL): 0.034 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.177 Max BC CSI: 0.146 Max Web CSI: 0.382 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M1A Ply: 1 Qty:4 Wgt: 47.6 lbs SEQN: 346624 / T23 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 482 /-/-/228 /-/78 F 344 /-/-/171 /17 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 43 -414 Chords Tens.Comp. C - D 337 -759 D - E 50 -70 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 300 -195 I - H 39 -23 Chords Tens.Comp. G - F 712 -445 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - J 49 -3 I - C 193 -253 I - G 558 -368 C - G 205 -92 Webs Tens.Comp. G - H 25 -2 G - D 288 -153 D - F 463 -741 E - F 94 -122 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11' A B C D E F G H I J 6 12 3X4(B1) 4X4 3X4 3X4 4X8 3X4 3X4 3X4 3X10(R) 6'5"4 (J)2'7"1'2'10"41'1"9 6" 1' 2' 8 " 1 0 3'8 " 1 0 4'0 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028 C 999 240 VERT(TL): 0.052 C 999 180 HORZ(LL): 0.018 F - - HORZ(TL): 0.034 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.177 Max BC CSI: 0.146 Max Web CSI: 0.382 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M1A Ply: 1 Qty:4 Wgt: 47.6 lbs SEQN: 346624 / T23 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 482 /-/-/228 /-/78 F 344 /-/-/171 /17 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 43 -414 Chords Tens.Comp. C - D 337 -759 D - E 50 -70 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 300 -195 I - H 39 -23 Chords Tens.Comp. G - F 712 -445 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - J 49 -3 I - C 193 -253 I - G 558 -368 C - G 205 -92 Webs Tens.Comp. G - H 25 -2 G - D 288 -153 D - F 463 -741 E - F 94 -122 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11' A B C D E F G H I J 6 12 3X4(B1) 4X4 3X4 3X4 4X8 3X4 3X4 3X4 3X10(R) 6'5"4 (J)2'7"1'2'10"41'1"9 6" 1' 2' 8 " 1 0 3'8 " 1 0 4'0 " 9 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 B 999 240 VERT(TL): 0.007 B 999 180 HORZ(LL): 0.001 D - - HORZ(TL):-0.005 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.136 Max BC CSI: 0.254 Max Web CSI: 0.091 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M1B Ply: 1 Qty:1 Wgt: 32.2 lbs SEQN: 346752 / T50 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 368 /-/-/171 /-/66 A*59 /-/-/30 /3 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 A Brg Width = 71.7 Min Req =- Bearing A is a rigid surface. Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 104 -425 Chords Tens.Comp. B - C 49 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 335 -244 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 276 -374 Webs Tens.Comp. C - D 102 -121 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' A B C D 6 12 3X4(B1) 3X5(R) 6'5"4 6" 3' 8 " 1 0 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 B 999 240 VERT(TL): 0.007 B 999 180 HORZ(LL): 0.001 D - - HORZ(TL):-0.005 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.136 Max BC CSI: 0.254 Max Web CSI: 0.091 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M1B Ply: 1 Qty:1 Wgt: 32.2 lbs SEQN: 346752 / T50 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 368 /-/-/171 /-/66 A*59 /-/-/30 /3 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 A Brg Width = 71.7 Min Req =- Bearing A is a rigid surface. Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 104 -425 Chords Tens.Comp. B - C 49 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 335 -244 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 276 -374 Webs Tens.Comp. C - D 102 -121 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' A B C D 6 12 3X4(B1) 3X5(R) 6'5"4 6" 3' 8 " 1 0 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - 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 - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.197 Max BC CSI: 0.102 Max Web CSI: 0.044 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M2 Ply: 1 Qty:4 Wgt: 16.8 lbs SEQN: 346672 / T25 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 349 /-/-/167 /-/52 D 197 /-/-/98 /10 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 Chords Tens.Comp. B - C 58 -97 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 11 -7 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 126 -152 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D 6 12 3X4(B1) 3X4 3X4 3'11"4 (J)1'1"9 6" 2' 5 " 1 0 2' 9 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - 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 - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.197 Max BC CSI: 0.102 Max Web CSI: 0.044 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M2 Ply: 1 Qty:4 Wgt: 16.8 lbs SEQN: 346672 / T25 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 349 /-/-/167 /-/52 D 197 /-/-/98 /10 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = -Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 Chords Tens.Comp. B - C 58 -97 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 11 -7 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 126 -152 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'A B C D 6 12 3X4(B1) 3X4 3X4 3'11"4 (J)1'1"9 6" 2' 5 " 1 0 2' 9 " 9 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.000 C - - HORZ(TL):-0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.091 Max BC CSI: 0.022 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M3 Ply: 1 Qty:5 Wgt: 8.4 lbs SEQN: 346409 / T19 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 258 /-/-/126 /5 /32 D 34 /-/-/23 /-/- C 55 /-/-/17 /9 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 Chords Tens.Comp. B - C 25 -51 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'2"8 A B C D 6 12 3X4(B1) 2'1'1"9 6" 1' 6 " 1' 9 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.000 C - - HORZ(TL):-0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.091 Max BC CSI: 0.022 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M3 Ply: 1 Qty:5 Wgt: 8.4 lbs SEQN: 346409 / T19 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 258 /-/-/126 /5 /32 D 34 /-/-/23 /-/- C 55 /-/-/17 /9 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 Chords Tens.Comp. B - C 25 -51 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'2"8 A B C D 6 12 3X4(B1) 2'1'1"9 6" 1' 6 " 1' 9 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.001 C - - HORZ(TL): 0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.054 Max BC CSI: 0.025 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M3A Ply: 1 Qty:1 Wgt: 7.0 lbs SEQN: 346415 / T20 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 119 /-/-/54 /-/20 C 37 /-/-/24 /-/- B 83 /-/-/29 /12 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -46 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'2"8 A B C 6 12 3X4(B1) 2' 6" 1' 6 " Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.001 C - - HORZ(TL): 0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.054 Max BC CSI: 0.025 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M3A Ply: 1 Qty:1 Wgt: 7.0 lbs SEQN: 346415 / T20 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 119 /-/-/54 /-/20 C 37 /-/-/24 /-/- B 83 /-/-/29 /12 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -46 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'2"8 A B C 6 12 3X4(B1) 2' 6" 1' 6 " Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.000 C - - HORZ(TL): 0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.041 Max BC CSI: 0.019 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M4 Ply: 1 Qty:1 Wgt: 7.0 lbs SEQN: 346737 / T48 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 107 /-/-/48 /-/18 C 32 /-/-/21 /-/- B 73 /-/-/25 /11 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 32 -40 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'1"2 A B C 6 12 3X4(B1) 1'9"4 6" 1' 4 " 1 0 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.000 C - - HORZ(TL): 0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.041 Max BC CSI: 0.019 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:M4 Ply: 1 Qty:1 Wgt: 7.0 lbs SEQN: 346737 / T48 / EJAC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 107 /-/-/48 /-/18 C 32 /-/-/21 /-/- B 73 /-/-/25 /11 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 32 -40 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' 11'1"2 A B C 6 12 3X4(B1) 1'9"4 6" 1' 4 " 1 0 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 3.44 BC: From 20 plf at 0.00 to 20 plf at 3.44 BC: 2332 lb Conc. Load at 1.50 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.007 C - - HORZ(TL): 0.014 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.255 Max BC CSI: 0.668 Max Web CSI: 0.040 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:MG1 Ply: 2 Qty:1 Wgt: 33.6 lbs SEQN: 346436 / T59 / MONO FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1575 /-/-/12 /-/26 C 1144 /-/-/24 /-/- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 28 -32 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 19 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 0 -102 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' A B C 6 12 3X4(A1) 3X4 3X4 3'5"4 (J) 6" 2'2 " 1 0 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 3.44 BC: From 20 plf at 0.00 to 20 plf at 3.44 BC: 2332 lb Conc. Load at 1.50 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: No FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL): 0.007 C - - HORZ(TL): 0.014 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.255 Max BC CSI: 0.668 Max Web CSI: 0.040 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:MG1 Ply: 2 Qty:1 Wgt: 33.6 lbs SEQN: 346436 / T59 / MONO FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1575 /-/-/12 /-/26 C 1144 /-/-/24 /-/- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 28 -32 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 19 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 0 -102 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10' A B C 6 12 3X4(A1) 3X4 3X4 3'5"4 (J) 6" 2'2 " 1 0 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T2, T4 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 1650f-1.5E :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W8, W9, W10 2x4 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.31". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.416 O 999 240 VERT(TL): 0.721 O 636 180 HORZ(LL): 0.148 K - - HORZ(TL): 0.257 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.801 Max BC CSI: 0.905 Max Web CSI: 0.941 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T1 Ply: 1 Qty:1 Wgt: 253.4 lbs SEQN: 346450 / T11 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 2326 /-/-/832 /15 /216 J 2623 /-/-/913 /3 /- Wind reactions based on MWFRS S Brg Width = -Min Req =- J Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 431 -2953 B - C 835 -5463 C - D 795 -5094 D - E 715 -4189 E - F 627 -3370 Chords Tens.Comp. F - G 591 -3485 G - H 677 -4407 H - I 657 -4520 I - J 704 -4886 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 196 -164 R - Q 3175 -382 Q - P 5461 -746 P - O 4392 -551 O - N 3590 -362 Chords Tens.Comp. N - M 3590 -362 M - L 3743 -410 L - K 3743 -410 K - J 4229 -529 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 379 -2288 A - R 3679 -579 R - B 379 -2133 B - Q 2947 -469 C - Q 326 -1805 C - P 231 -1249 P - D 807 -100 Webs Tens.Comp. D - O 297 -1256 O - E 1040 -209 E - M 281 -1344 F - M 2192 -352 M - G 248 -1178 G - K 516 -97 K - I 227 -447 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T2 T4 B3 W8 W9 W10(a) (a)DT 1"11 10' A B C D E F G H I J KLMNOPQRS 6 12 7X10 4X7 7X10 6X10 7X12(I) 6X10 3X7 4X8(R) 4X5(R) 4X12(R) H0312 5X10 7X8 H0312 4X4 3X4 3X7 3X4 6X10(B12R) 38'4" (J)(J) 7'5"4 12'8"12 18'2" 3'0 " 1 5 6" 9'7 " Lumber Top chord 2x4 SPF 1650f-1.5E :T2, T4 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 1650f-1.5E :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W8, W9, W10 2x4 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.31". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.416 O 999 240 VERT(TL): 0.721 O 636 180 HORZ(LL): 0.148 K - - HORZ(TL): 0.257 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.801 Max BC CSI: 0.905 Max Web CSI: 0.941 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T1 Ply: 1 Qty:1 Wgt: 253.4 lbs SEQN: 346450 / T11 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 2326 /-/-/832 /15 /216 J 2623 /-/-/913 /3 /- Wind reactions based on MWFRS S Brg Width = -Min Req =- J Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 431 -2953 B - C 835 -5463 C - D 795 -5094 D - E 715 -4189 E - F 627 -3370 Chords Tens.Comp. F - G 591 -3485 G - H 677 -4407 H - I 657 -4520 I - J 704 -4886 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 196 -164 R - Q 3175 -382 Q - P 5461 -746 P - O 4392 -551 O - N 3590 -362 Chords Tens.Comp. N - M 3590 -362 M - L 3743 -410 L - K 3743 -410 K - J 4229 -529 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 379 -2288 A - R 3679 -579 R - B 379 -2133 B - Q 2947 -469 C - Q 326 -1805 C - P 231 -1249 P - D 807 -100 Webs Tens.Comp. D - O 297 -1256 O - E 1040 -209 E - M 281 -1344 F - M 2192 -352 M - G 248 -1178 G - K 516 -97 K - I 227 -447 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T2 T4 B3 W8 W9 W10(a) (a)DT 1"11 10' A B C D E F G H I J KLMNOPQRS 6 12 7X10 4X7 7X10 6X10 7X12(I) 6X10 3X7 4X8(R) 4X5(R) 4X12(R) H0312 5X10 7X8 H0312 4X4 3X4 3X7 3X4 6X10(B12R) 38'4" (J)(J) 7'5"4 12'8"12 18'2" 3'0 " 1 5 6" 9'7 " / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 DF-L 2400f-2.0E: :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W7, W8, W9 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.429 O 999 240 VERT(TL): 0.701 O 652 180 HORZ(LL): 0.162 K - - HORZ(TL): 0.265 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.996 Max BC CSI: 0.895 Max Web CSI: 0.886 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T2 Ply: 1 Qty:1 Wgt: 238.0 lbs SEQN: 346454 / T32 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2817 /-/-/904 /4 /188 J 2656 /-/-/908 /4 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- J Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 865 -5120 B - C 807 -4808 C - D 906 -5123 D - E 801 -4593 E - F 682 -3500 Chords Tens.Comp. F - G 644 -3555 G - H 713 -4474 H - I 693 -4587 I - J 740 -4953 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 4404 -761 Q - P 4249 -629 P - O 5123 -786 O - N 3924 -503 Chords Tens.Comp. N - M 3924 -503 M - L 3804 -456 L - K 3804 -456 K - J 4288 -561 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 180 -254 Q - C 146 -13 C - P 1895 -340 D - P 307 -1547 D - O 344 -1450 O - E 946 -166 Webs Tens.Comp. E - M 353 -1502 F - M 2198 -409 M - G 250 -1174 G - K 517 -97 K - I 227 -448 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W7 W8 W9 (a) (a)(a) DT -1"11 10' A B C D E F G H I J KLMNOPQ 6 12 5X12(B10R) 3X4 3X4 6X10 6X10(I) 4X8(R)4X5 4X10(R) H0312 5X10 7X8 SS0310 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" (J)(J) 7'5"4 2'10'8"12 18'2" 6" 4' 2 " 1 0 9'7 " Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 DF-L 2400f-2.0E: :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W7, W8, W9 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.429 O 999 240 VERT(TL): 0.701 O 652 180 HORZ(LL): 0.162 K - - HORZ(TL): 0.265 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.996 Max BC CSI: 0.895 Max Web CSI: 0.886 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T2 Ply: 1 Qty:1 Wgt: 238.0 lbs SEQN: 346454 / T32 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2817 /-/-/904 /4 /188 J 2656 /-/-/908 /4 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- J Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 865 -5120 B - C 807 -4808 C - D 906 -5123 D - E 801 -4593 E - F 682 -3500 Chords Tens.Comp. F - G 644 -3555 G - H 713 -4474 H - I 693 -4587 I - J 740 -4953 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 4404 -761 Q - P 4249 -629 P - O 5123 -786 O - N 3924 -503 Chords Tens.Comp. N - M 3924 -503 M - L 3804 -456 L - K 3804 -456 K - J 4288 -561 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 180 -254 Q - C 146 -13 C - P 1895 -340 D - P 307 -1547 D - O 344 -1450 O - E 946 -166 Webs Tens.Comp. E - M 353 -1502 F - M 2198 -409 M - G 250 -1174 G - K 517 -97 K - I 227 -448 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W7 W8 W9 (a) (a)(a) DT -1"11 10' A B C D E F G H I J KLMNOPQ 6 12 5X12(B10R) 3X4 3X4 6X10 6X10(I) 4X8(R)4X5 4X10(R) H0312 5X10 7X8 SS0310 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" (J)(J) 7'5"4 2'10'8"12 18'2" 6" 4' 2 " 1 0 9'7 " / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W8, W9, W10 2x4 SPF 1650f-1.5E: :Lt Wedge 2x4 SPF #1/#2: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.416 O 999 240 VERT(TL): 0.680 O 672 180 HORZ(LL): 0.153 K - - HORZ(TL): 0.249 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.810 Max BC CSI: 0.891 Max Web CSI: 0.974 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T3 Ply: 1 Qty:1 Wgt: 245.0 lbs SEQN: 346466 / T55 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2826 /-/-/906 /4 /188 J 2646 /-/-/909 /4 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- J Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 815 -5063 B - C 785 -4676 C - D 817 -4570 D - E 784 -4290 E - F 700 -3432 Chords Tens.Comp. F - G 660 -3534 G - H 728 -4454 H - I 709 -4567 I - J 755 -4932 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 4395 -704 R - Q 4399 -706 Q - P 4064 -571 P - O 4570 -664 O - N 3672 -469 Chords Tens.Comp. N - M 3672 -469 M - L 3787 -471 L - K 3787 -471 K - J 4270 -574 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 109 -123 B - Q 152 -441 Q - C 362 -66 C - P 1326 -244 D - P 254 -1197 D - O 285 -1305 Webs Tens.Comp. O - E 1031 -185 E - M 341 -1393 F - M 2229 -426 M - G 248 -1181 G - K 516 -95 K - I 225 -447 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T5 B2 B3 W8 W9 W10(a) (a) DT -1"11 10' A B C D E F G H I J KLMNOPQR 6 12 6X8(B10R)(I) 3X4 3X4 3X4 5X12 6X10(I) 4X6(R)4X5(R) 4X12(R) H0312 5X12 7X8 SS0310 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" (J)(J) 9'5"4 2'8'8"12 18'2" 6" 5'2 " 1 0 9'7 " Lumber Top chord 2x4 SPF 1650f-1.5E :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W8, W9, W10 2x4 SPF 1650f-1.5E: :Lt Wedge 2x4 SPF #1/#2: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.416 O 999 240 VERT(TL): 0.680 O 672 180 HORZ(LL): 0.153 K - - HORZ(TL): 0.249 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.810 Max BC CSI: 0.891 Max Web CSI: 0.974 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T3 Ply: 1 Qty:1 Wgt: 245.0 lbs SEQN: 346466 / T55 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2826 /-/-/906 /4 /188 J 2646 /-/-/909 /4 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- J Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 815 -5063 B - C 785 -4676 C - D 817 -4570 D - E 784 -4290 E - F 700 -3432 Chords Tens.Comp. F - G 660 -3534 G - H 728 -4454 H - I 709 -4567 I - J 755 -4932 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 4395 -704 R - Q 4399 -706 Q - P 4064 -571 P - O 4570 -664 O - N 3672 -469 Chords Tens.Comp. N - M 3672 -469 M - L 3787 -471 L - K 3787 -471 K - J 4270 -574 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 109 -123 B - Q 152 -441 Q - C 362 -66 C - P 1326 -244 D - P 254 -1197 D - O 285 -1305 Webs Tens.Comp. O - E 1031 -185 E - M 341 -1393 F - M 2229 -426 M - G 248 -1181 G - K 516 -95 K - I 225 -447 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T5 B2 B3 W8 W9 W10(a) (a) DT -1"11 10' A B C D E F G H I J KLMNOPQR 6 12 6X8(B10R)(I) 3X4 3X4 3X4 5X12 6X10(I) 4X6(R)4X5(R) 4X12(R) H0312 5X12 7X8 SS0310 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" (J)(J) 9'5"4 2'8'8"12 18'2" 6" 5'2 " 1 0 9'7 " / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W6, W7, W8 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.398 L 999 240 VERT(TL): 0.650 L 702 180 HORZ(LL): 0.160 J - - HORZ(TL): 0.261 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.989 Max BC CSI: 0.891 Max Web CSI: 0.628 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T4 Ply: 1 Qty:1 Wgt: 229.6 lbs SEQN: 346472 / T42 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2836 /-/-/907 /4 /188 I 2636 /-/-/910 /4 /- Wind reactions based on MWFRS Q Brg Width = -Min Req =- I Brg Width = 5.5 Min Req =3.5 Bearing I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 795 -5087 B - C 744 -4436 C - D 768 -4158 D - E 684 -3522 Chords Tens.Comp. E - F 679 -3519 F - G 744 -4434 G - H 725 -4547 H - I 772 -4916 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 4411 -668 P - O 4412 -669 O - N 3811 -510 N - M 4158 -582 Chords Tens.Comp. M - L 4158 -582 L - K 3761 -482 K - J 3761 -482 J - I 4256 -590 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 166 -14 B - O 189 -694 O - C 490 -79 C - N 1071 -245 D - N 268 -975 Webs Tens.Comp. D - L 387 -1576 E - L 2046 -341 L - F 231 -1142 F - J 520 -99 J - H 229 -455 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T5 B2 B3 W6 W7 W8 (a)(a) DT -1"11 10' A B C D E F G H I JKLMNOPQ 6 12 5X12(B12R)(I) 3X4 3X4 3X4 5X12 SS0514(I) 4X5(R)SS0312 10X10(R1) 6X8 H0312 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" (J) 11'5"4 2'6'8"12 18'2" 6" 6'2 " 1 0 9'7 " Lumber Top chord 2x4 SPF 1650f-1.5E :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W6, W7, W8 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.398 L 999 240 VERT(TL): 0.650 L 702 180 HORZ(LL): 0.160 J - - HORZ(TL): 0.261 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.989 Max BC CSI: 0.891 Max Web CSI: 0.628 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T4 Ply: 1 Qty:1 Wgt: 229.6 lbs SEQN: 346472 / T42 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2836 /-/-/907 /4 /188 I 2636 /-/-/910 /4 /- Wind reactions based on MWFRS Q Brg Width = -Min Req =- I Brg Width = 5.5 Min Req =3.5 Bearing I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 795 -5087 B - C 744 -4436 C - D 768 -4158 D - E 684 -3522 Chords Tens.Comp. E - F 679 -3519 F - G 744 -4434 G - H 725 -4547 H - I 772 -4916 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 4411 -668 P - O 4412 -669 O - N 3811 -510 N - M 4158 -582 Chords Tens.Comp. M - L 4158 -582 L - K 3761 -482 K - J 3761 -482 J - I 4256 -590 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 166 -14 B - O 189 -694 O - C 490 -79 C - N 1071 -245 D - N 268 -975 Webs Tens.Comp. D - L 387 -1576 E - L 2046 -341 L - F 231 -1142 F - J 520 -99 J - H 229 -455 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T5 B2 B3 W6 W7 W8 (a)(a) DT -1"11 10' A B C D E F G H I JKLMNOPQ 6 12 5X12(B12R)(I) 3X4 3X4 3X4 5X12 SS0514(I) 4X5(R)SS0312 10X10(R1) 6X8 H0312 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" (J) 11'5"4 2'6'8"12 18'2" 6" 6'2 " 1 0 9'7 " / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W2, W6, W7, W8 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.388 D 999 240 VERT(TL): 0.637 D 718 180 HORZ(LL): 0.156 J - - HORZ(TL): 0.256 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.924 Max BC CSI: 0.883 Max Web CSI: 0.594 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T5 Ply: 1 Qty:1 Wgt: 233.8 lbs SEQN: 346476 / T56 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2787 /-/-/909 /4 /188 I 2626 /-/-/911 /4 /- Wind reactions based on MWFRS Q Brg Width = -Min Req =- I Brg Width = 5.5 Min Req =3.5 Bearing I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 757 -5069 B - C 691 -4188 C - D 691 -3709 D - E 674 -3412 Chords Tens.Comp. E - F 665 -3492 F - G 741 -4413 G - H 722 -4525 H - I 768 -4892 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 4383 -616 P - O 4382 -617 O - N 3554 -445 N - M 3709 -462 Chords Tens.Comp. M - L 3709 -462 L - K 3746 -473 K - J 3746 -473 J - I 4235 -586 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 226 0 B - O 220 -929 O - C 627 -73 C - N 553 -157 D - N 165 -543 Webs Tens.Comp. D - L 353 -1365 E - L 2147 -388 L - F 241 -1170 F - J 518 -95 J - H 226 -449 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T5 B2 B3 W2 W6 W7 W8(a)(a) DT -1"11 10' A B C D E F G H I JKLMNOPQ 6 12 5X12(B12R)(I) 3X4 3X4 3X5 H0508(I)5X8(I) 3X4 H0312 5X10 7X8 H0312 4X4 3X4 3X7 3X4 6X10(B12R) 38'4" (J) 13'5"4 2'4'8"12 18'2" 6" 7'2 " 1 0 9'7 " Lumber Top chord 2x4 SPF 1650f-1.5E :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W2, W6, W7, W8 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.04 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.388 D 999 240 VERT(TL): 0.637 D 718 180 HORZ(LL): 0.156 J - - HORZ(TL): 0.256 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.924 Max BC CSI: 0.883 Max Web CSI: 0.594 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T5 Ply: 1 Qty:1 Wgt: 233.8 lbs SEQN: 346476 / T56 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2787 /-/-/909 /4 /188 I 2626 /-/-/911 /4 /- Wind reactions based on MWFRS Q Brg Width = -Min Req =- I Brg Width = 5.5 Min Req =3.5 Bearing I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 757 -5069 B - C 691 -4188 C - D 691 -3709 D - E 674 -3412 Chords Tens.Comp. E - F 665 -3492 F - G 741 -4413 G - H 722 -4525 H - I 768 -4892 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 4383 -616 P - O 4382 -617 O - N 3554 -445 N - M 3709 -462 Chords Tens.Comp. M - L 3709 -462 L - K 3746 -473 K - J 3746 -473 J - I 4235 -586 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 226 0 B - O 220 -929 O - C 627 -73 C - N 553 -157 D - N 165 -543 Webs Tens.Comp. D - L 353 -1365 E - L 2147 -388 L - F 241 -1170 F - J 518 -95 J - H 226 -449 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T5 B2 B3 W2 W6 W7 W8(a)(a) DT -1"11 10' A B C D E F G H I JKLMNOPQ 6 12 5X12(B12R)(I) 3X4 3X4 3X5 H0508(I)5X8(I) 3X4 H0312 5X10 7X8 H0312 4X4 3X4 3X7 3X4 6X10(B12R) 38'4" (J) 13'5"4 2'4'8"12 18'2" 6" 7'2 " 1 0 9'7 " / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T1, T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W2, W6, W7, W8 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.382 E 999 240 VERT(TL): 0.628 E 728 180 HORZ(LL): 0.156 K - - HORZ(TL): 0.256 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.905 Max BC CSI: 0.898 Max Web CSI: 0.636 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T6 Ply: 1 Qty:1 Wgt: 236.6 lbs SEQN: 346480 / T46 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2880 /-/-/962 /13 /202 J 2622 /-/-/911 /3 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.8 J Brg Width = 5.5 Min Req =3.5 Bearings B & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 699 -5057 C - D 665 -4139 D - E 667 -3632 E - F 656 -3389 Chords Tens.Comp. F - G 645 -3483 G - H 734 -4404 H - I 715 -4517 I - J 761 -4884 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 4348 -596 Q - P 4348 -598 P - O 3502 -425 O - N 3632 -428 Chords Tens.Comp. N - M 3632 -428 M - L 3739 -456 L - K 3739 -456 K - J 4227 -580 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 240 0 C - P 197 -947 P - D 656 -74 D - O 478 -144 E - O 154 -489 Webs Tens.Comp. E - M 344 -1334 F - M 2158 -391 M - G 243 -1173 G - K 517 -95 K - I 225 -449 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W2 W6 W7 W8 (a) (a) DT -1"11 10'A B C D E F G H I J KLMNOPQ 6 12 6X12(B9R) 3X4 3X4 3X5 H0508(I)5X8(I) 3X4 H0312 5X10 7X8 H0312 4X4 3X4 3X7 3X4 6X10(B12R) 38'4" 13'9"4 2'4'4"12 18'2" 1'1"9 6" 7'4 " 1 0 9'7 " 9'1 0 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E :T1, T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W2, W6, W7, W8 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.382 E 999 240 VERT(TL): 0.628 E 728 180 HORZ(LL): 0.156 K - - HORZ(TL): 0.256 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.905 Max BC CSI: 0.898 Max Web CSI: 0.636 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T6 Ply: 1 Qty:1 Wgt: 236.6 lbs SEQN: 346480 / T46 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2880 /-/-/962 /13 /202 J 2622 /-/-/911 /3 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.8 J Brg Width = 5.5 Min Req =3.5 Bearings B & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 0 B - C 699 -5057 C - D 665 -4139 D - E 667 -3632 E - F 656 -3389 Chords Tens.Comp. F - G 645 -3483 G - H 734 -4404 H - I 715 -4517 I - J 761 -4884 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 4348 -596 Q - P 4348 -598 P - O 3502 -425 O - N 3632 -428 Chords Tens.Comp. N - M 3632 -428 M - L 3739 -456 L - K 3739 -456 K - J 4227 -580 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 240 0 C - P 197 -947 P - D 656 -74 D - O 478 -144 E - O 154 -489 Webs Tens.Comp. E - M 344 -1334 F - M 2158 -391 M - G 243 -1173 G - K 517 -95 K - I 225 -449 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W2 W6 W7 W8 (a) (a) DT -1"11 10'A B C D E F G H I J KLMNOPQ 6 12 6X12(B9R) 3X4 3X4 3X5 H0508(I)5X8(I) 3X4 H0312 5X10 7X8 H0312 4X4 3X4 3X7 3X4 6X10(B12R) 38'4" 13'9"4 2'4'4"12 18'2" 1'1"9 6" 7'4 " 1 0 9'7 " 9'1 0 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W6, W7, W8 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.398 M 999 240 VERT(TL): 0.648 M 705 180 HORZ(LL): 0.159 K - - HORZ(TL): 0.260 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.891 Max BC CSI: 0.889 Max Web CSI: 0.612 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T7 Ply: 1 Qty:1 Wgt: 235.2 lbs SEQN: 346484 / T47 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 2953 /-/-/961 /13 /202 J 2633 /-/-/910 /3 /- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req =3.9 J Brg Width = 5.5 Min Req =3.5 Bearings R & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 51 0 B - C 738 -5065 C - D 712 -4387 D - E 735 -4071 E - F 673 -3499 Chords Tens.Comp. F - G 669 -3510 G - H 745 -4427 H - I 726 -4540 I - J 773 -4908 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 4386 -650 Q - P 4386 -652 P - O 3762 -503 O - N 4071 -543 Chords Tens.Comp. N - M 4071 -543 M - L 3756 -474 L - K 3756 -474 K - J 4249 -590 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 173 -12 C - P 170 -708 P - D 509 -76 D - O 978 -232 E - O 255 -900 Webs Tens.Comp. E - M 382 -1528 F - M 2061 -349 M - G 233 -1148 G - K 520 -98 K - I 228 -454 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T5 B2 B3 W6 W7 W8 (a)(a) DT -1"11 10'A B C D E F G H I J KLMNOPQR 6 12 5X12(B10R)(I) 3X4 3X4 3X4 5X10 6X10(I) 4X4(R)SS0312 5X12 6X8 H0312 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" 11'9"4 2'6'4"12 18'2" 1'1"9 6" 6'4 " 1 0 9'7 " 9'1 0 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: :B3 2x4 SPF 2400f-2.0E: Webs 2x4 SPF #1/#2 :W6, W7, W8 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.398 M 999 240 VERT(TL): 0.648 M 705 180 HORZ(LL): 0.159 K - - HORZ(TL): 0.260 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.891 Max BC CSI: 0.889 Max Web CSI: 0.612 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T7 Ply: 1 Qty:1 Wgt: 235.2 lbs SEQN: 346484 / T47 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 2953 /-/-/961 /13 /202 J 2633 /-/-/910 /3 /- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req =3.9 J Brg Width = 5.5 Min Req =3.5 Bearings R & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 51 0 B - C 738 -5065 C - D 712 -4387 D - E 735 -4071 E - F 673 -3499 Chords Tens.Comp. F - G 669 -3510 G - H 745 -4427 H - I 726 -4540 I - J 773 -4908 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 4386 -650 Q - P 4386 -652 P - O 3762 -503 O - N 4071 -543 Chords Tens.Comp. N - M 4071 -543 M - L 3756 -474 L - K 3756 -474 K - J 4249 -590 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 173 -12 C - P 170 -708 P - D 509 -76 D - O 978 -232 E - O 255 -900 Webs Tens.Comp. E - M 382 -1528 F - M 2061 -349 M - G 233 -1148 G - K 520 -98 K - I 228 -454 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T5 B2 B3 W6 W7 W8 (a)(a) DT -1"11 10'A B C D E F G H I J KLMNOPQR 6 12 5X12(B10R)(I) 3X4 3X4 3X4 5X10 6X10(I) 4X4(R)SS0312 5X12 6X8 H0312 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" 11'9"4 2'6'4"12 18'2" 1'1"9 6" 6'4 " 1 0 9'7 " 9'1 0 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T1, T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W6, W7, W8, W9 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.429 E 999 240 VERT(TL): 0.696 E 656 180 HORZ(LL): 0.155 L - - HORZ(TL): 0.251 L - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.846 Max BC CSI: 1.000 Max Web CSI: 0.933 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T8 Ply: 1 Qty:1 Wgt: 240.8 lbs SEQN: 346488 / T52 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2978 /-/-/959 /13 /202 K 2642 /-/-/909 /3 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.9 K Brg Width = 5.5 Min Req =3.5 Bearings B & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 66 0 B - C 746 -5057 C - D 745 -4621 D - E 775 -4504 E - F 923 -5091 Chords Tens.Comp. F - G 687 -3428 G - H 650 -3528 H - I 730 -4444 I - J 710 -4557 J - K 757 -4922 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4351 -658 R - Q 4355 -660 Q - P 4014 -538 P - O 3659 -461 Chords Tens.Comp. O - N 3659 -461 N - M 3780 -462 M - L 3780 -462 L - K 4261 -575 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 127 -118 C - Q 137 -452 Q - D 353 -76 D - P 1245 -219 E - P 511 -2466 P - F 1586 -292 Webs Tens.Comp. F - N 353 -1361 G - N 2220 -411 N - H 249 -1177 H - L 511 -96 L - J 225 -448 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W6 W7 W8 W9(a) (a)(a) DT -1"11 10'A B C D E F G H I J K LMNOPQR 6 12 6X12(B9R) 3X4 3X4 3X4 5X12 6X16(I) 7X8 5X7 H0312 5X12 7X8 H0312 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" 9'9"4 2'8'4"12 18'2" 1'1"9 6" 5'4 " 1 0 9'7 " 9'1 0 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E :T1, T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W6, W7, W8, W9 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.429 E 999 240 VERT(TL): 0.696 E 656 180 HORZ(LL): 0.155 L - - HORZ(TL): 0.251 L - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.846 Max BC CSI: 1.000 Max Web CSI: 0.933 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T8 Ply: 1 Qty:1 Wgt: 240.8 lbs SEQN: 346488 / T52 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2978 /-/-/959 /13 /202 K 2642 /-/-/909 /3 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.9 K Brg Width = 5.5 Min Req =3.5 Bearings B & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 66 0 B - C 746 -5057 C - D 745 -4621 D - E 775 -4504 E - F 923 -5091 Chords Tens.Comp. F - G 687 -3428 G - H 650 -3528 H - I 730 -4444 I - J 710 -4557 J - K 757 -4922 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4351 -658 R - Q 4355 -660 Q - P 4014 -538 P - O 3659 -461 Chords Tens.Comp. O - N 3659 -461 N - M 3780 -462 M - L 3780 -462 L - K 4261 -575 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 127 -118 C - Q 137 -452 Q - D 353 -76 D - P 1245 -219 E - P 511 -2466 P - F 1586 -292 Webs Tens.Comp. F - N 353 -1361 G - N 2220 -411 N - H 249 -1177 H - L 511 -96 L - J 225 -448 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W6 W7 W8 W9(a) (a)(a) DT -1"11 10'A B C D E F G H I J K LMNOPQR 6 12 6X12(B9R) 3X4 3X4 3X4 5X12 6X16(I) 7X8 5X7 H0312 5X12 7X8 H0312 4X4 3X4 3X7 3X4 6X12(B10R) 38'4" 9'9"4 2'8'4"12 18'2" 1'1"9 6" 5'4 " 1 0 9'7 " 9'1 0 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 SPF 2400f-2.0E: :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W8, W9, W10 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.423 Q 999 240 VERT(TL): 0.687 Q 665 180 HORZ(LL): 0.161 M - - HORZ(TL): 0.261 M - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.918 Max BC CSI: 0.981 Max Web CSI: 0.847 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T9 Ply: 1 Qty:1 Wgt: 249.2 lbs SEQN: 346492 / T43 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2967 /-/-/958 /13 /210 K 2756 /-/-/962 /13 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.9 K Brg Width = 5.5 Min Req =3.6 Bearings B & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 66 0 B - C 755 -4955 C - D 776 -4814 D - E 849 -4995 E - F 777 -4529 F - G 672 -3479 Chords Tens.Comp. G - H 633 -3542 H - I 682 -4493 I - J 656 -4564 J - K 693 -4927 K - L 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 4263 -630 T - S 4270 -633 S - R 4234 -570 R - Q 4995 -705 Q - P 3871 -461 Chords Tens.Comp. P - O 3871 -461 O - N 3789 -428 N - M 3789 -428 M - K 4262 -520 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - C 92 -210 C - S 106 -154 S - D 229 -56 D - R 1707 -302 E - R 308 -1497 E - Q 305 -1394 Webs Tens.Comp. Q - F 954 -155 F - O 338 -1477 G - O 2195 -401 O - H 248 -1170 H - M 505 -68 M - J 194 -439 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W8 W9 W10(a) (a)(a) DT -1"11 10'A B C D E F G H I J K L MNOPQRST 6 12 5X10(B10R) 3X4 3X4 3X4 6X10 6X10(I) 4X8(R)4X5 4X10(R) H0312 5X10 7X8 SS0310 4X4 3X4 3X6 3X4 6X12(B9R) 38'4" 7'9"4 2'10'4"12 18'2" 1'1"9 1'1"9 6" 4'4 " 1 0 9'7 " 9'1 0 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 SPF 2400f-2.0E: :T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W8, W9, W10 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.423 Q 999 240 VERT(TL): 0.687 Q 665 180 HORZ(LL): 0.161 M - - HORZ(TL): 0.261 M - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.918 Max BC CSI: 0.981 Max Web CSI: 0.847 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T9 Ply: 1 Qty:1 Wgt: 249.2 lbs SEQN: 346492 / T43 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2967 /-/-/958 /13 /210 K 2756 /-/-/962 /13 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.9 K Brg Width = 5.5 Min Req =3.6 Bearings B & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 66 0 B - C 755 -4955 C - D 776 -4814 D - E 849 -4995 E - F 777 -4529 F - G 672 -3479 Chords Tens.Comp. G - H 633 -3542 H - I 682 -4493 I - J 656 -4564 J - K 693 -4927 K - L 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 4263 -630 T - S 4270 -633 S - R 4234 -570 R - Q 4995 -705 Q - P 3871 -461 Chords Tens.Comp. P - O 3871 -461 O - N 3789 -428 N - M 3789 -428 M - K 4262 -520 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - C 92 -210 C - S 106 -154 S - D 229 -56 D - R 1707 -302 E - R 308 -1497 E - Q 305 -1394 Webs Tens.Comp. Q - F 954 -155 F - O 338 -1477 G - O 2195 -401 O - H 248 -1170 H - M 505 -68 M - J 194 -439 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W8 W9 W10(a) (a)(a) DT -1"11 10'A B C D E F G H I J K L MNOPQRST 6 12 5X10(B10R) 3X4 3X4 3X4 6X10 6X10(I) 4X8(R)4X5 4X10(R) H0312 5X10 7X8 SS0310 4X4 3X4 3X6 3X4 6X12(B9R) 38'4" 7'9"4 2'10'4"12 18'2" 1'1"9 1'1"9 6" 4'4 " 1 0 9'7 " 9'1 0 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T1, T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W10, W11, W12 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.447 R 999 240 VERT(TL): 0.726 R 629 180 HORZ(LL): 0.159 N - - HORZ(TL): 0.259 N - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.859 Max BC CSI: 0.954 Max Web CSI: 0.998 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T10 Ply: 1 Qty:1 Wgt: 252.0 lbs SEQN: 346500 / T49 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2950 /-/-/956 /13 /210 L 2758 /-/-/961 /13 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.9 L Brg Width = 5.5 Min Req =3.6 Bearings B & L Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 66 0 B - C 743 -4719 C - D 805 -4939 D - E 934 -5595 E - F 855 -5181 F - G 755 -4251 Chords Tens.Comp. G - H 653 -3427 H - I 617 -3545 I - J 666 -4495 J - K 640 -4567 K - L 677 -4930 L - M 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 4047 -630 V - U 4065 -634 U - T 4412 -635 T - S 5595 -822 S - R 4468 -580 Chords Tens.Comp. R - Q 3648 -377 Q - P 3648 -377 P - O 3793 -413 O - N 3793 -413 N - L 4264 -506 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - C 89 -363 C - U 414 -3 U - D 63 -30 D - T 2141 -338 E - T 316 -1786 E - S 293 -1352 S - F 911 -144 Webs Tens.Comp. F - R 330 -1324 R - G 1105 -241 G - P 305 -1391 H - P 2244 -378 P - I 247 -1173 I - N 504 -68 N - K 193 -438 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W10 W11 W12 (a) (a)DT -1"11 10'A B C D E F G H I J K L M NOPQRSTUV 6 12 5X12(B8R) 3X4 3X4 3X4 6X10 7X12(I) 4X14(R)4X5 4X10(R) 4X5(R) 5X5(R) H0312 5X12 7X8 SS0310 4X4 3X4 3X6 3X4 6X12(B9R) 38'4" 5'9"4 2'12'4"12 18'2" 1'1"9 1'1"9 6" 3' 4 " 1 0 9'7 " 9'1 0 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E :T1, T5 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2400f-2.0E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W10, W11, W12 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.447 R 999 240 VERT(TL): 0.726 R 629 180 HORZ(LL): 0.159 N - - HORZ(TL): 0.259 N - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.859 Max BC CSI: 0.954 Max Web CSI: 0.998 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T10 Ply: 1 Qty:1 Wgt: 252.0 lbs SEQN: 346500 / T49 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2950 /-/-/956 /13 /210 L 2758 /-/-/961 /13 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.9 L Brg Width = 5.5 Min Req =3.6 Bearings B & L Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 66 0 B - C 743 -4719 C - D 805 -4939 D - E 934 -5595 E - F 855 -5181 F - G 755 -4251 Chords Tens.Comp. G - H 653 -3427 H - I 617 -3545 I - J 666 -4495 J - K 640 -4567 K - L 677 -4930 L - M 46 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 4047 -630 V - U 4065 -634 U - T 4412 -635 T - S 5595 -822 S - R 4468 -580 Chords Tens.Comp. R - Q 3648 -377 Q - P 3648 -377 P - O 3793 -413 O - N 3793 -413 N - L 4264 -506 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - C 89 -363 C - U 414 -3 U - D 63 -30 D - T 2141 -338 E - T 316 -1786 E - S 293 -1352 S - F 911 -144 Webs Tens.Comp. F - R 330 -1324 R - G 1105 -241 G - P 305 -1391 H - P 2244 -378 P - I 247 -1173 I - N 504 -68 N - K 193 -438 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 T5 B2 W10 W11 W12 (a) (a)DT -1"11 10'A B C D E F G H I J K L M NOPQRSTUV 6 12 5X12(B8R) 3X4 3X4 3X4 6X10 7X12(I) 4X14(R)4X5 4X10(R) 4X5(R) 5X5(R) H0312 5X12 7X8 SS0310 4X4 3X4 3X6 3X4 6X12(B9R) 38'4" 5'9"4 2'12'4"12 18'2" 1'1"9 1'1"9 6" 3' 4 " 1 0 9'7 " 9'1 0 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W8, W9, W10 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.299 O 999 240 VERT(TL): 0.491 O 786 180 HORZ(LL): 0.083 J - - HORZ(TL): 0.136 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.844 Max BC CSI: 0.905 Max Web CSI: 0.964 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T11 Ply: 1 Qty:1 Wgt: 222.6 lbs SEQN: 346521 / T54 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2396 /-/-/833 /12 /228 J 2249 /-/-/715 /4 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.2 J Brg Width = 5.5 Min Req =3.5 Bearings B & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 64 0 B - C 664 -3922 C - D 922 -5145 D - E 731 -4239 Chords Tens.Comp. E - F 603 -3176 F - G 503 -2243 G - H 470 -2349 H - I 379 -2226 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3378 -593 Q - P 3391 -597 P - O 5145 -849 O - N 3621 -557 Chords Tens.Comp. N - M 2672 -426 M - L 2672 -426 L - K 1932 -321 K - J 57 -50 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 62 -181 C - P 2489 -418 D - P 316 -1645 D - O 375 -1615 O - E 742 -114 E - N 327 -1301 N - F 1013 -199 Webs Tens.Comp. F - L 287 -1360 G - L 1265 -258 L - H 223 -185 H - K 194 -891 K - I 2139 -301 I - J 402 -2198 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 B2 W8 W9 W10 (a)(a) DT -1"11 10'A B C D E F G H I JKLMNOPQ 6 12 5X12(B10R) 3X4 6X10 6X10(I) 6X8 3X8 4X5 4X5(R) 4X12(R) 3X7 5X6 5X8 3X5 4X10 6X8(R) 4X7 32'3"8 3'9"4 2'14'4"12 12'1"8 1'1"9 6" 3'6 " 4 2'4 " 1 0 9'7 " 9'1 0 " 1 5 Lumber Top chord 2x4 SPF 1650f-1.5E :T1 2x4 SPF 2100f-1.8E: Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF #1/#2 :W8, W9, W10 2x4 SPF 1650f-1.5E: :Lt Wedge 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.299 O 999 240 VERT(TL): 0.491 O 786 180 HORZ(LL): 0.083 J - - HORZ(TL): 0.136 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.844 Max BC CSI: 0.905 Max Web CSI: 0.964 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:T11 Ply: 1 Qty:1 Wgt: 222.6 lbs SEQN: 346521 / T54 / SPEC FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2396 /-/-/833 /12 /228 J 2249 /-/-/715 /4 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =3.2 J Brg Width = 5.5 Min Req =3.5 Bearings B & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 64 0 B - C 664 -3922 C - D 922 -5145 D - E 731 -4239 Chords Tens.Comp. E - F 603 -3176 F - G 503 -2243 G - H 470 -2349 H - I 379 -2226 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3378 -593 Q - P 3391 -597 P - O 5145 -849 O - N 3621 -557 Chords Tens.Comp. N - M 2672 -426 M - L 2672 -426 L - K 1932 -321 K - J 57 -50 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 62 -181 C - P 2489 -418 D - P 316 -1645 D - O 375 -1615 O - E 742 -114 E - N 327 -1301 N - F 1013 -199 Webs Tens.Comp. F - L 287 -1360 G - L 1265 -258 L - H 223 -185 H - K 194 -891 K - I 2139 -301 I - J 402 -2198 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 T1 B2 W8 W9 W10 (a)(a) DT -1"11 10'A B C D E F G H I JKLMNOPQ 6 12 5X12(B10R) 3X4 6X10 6X10(I) 6X8 3X8 4X5 4X5(R) 4X12(R) 3X7 5X6 5X8 3X5 4X10 6X8(R) 4X7 32'3"8 3'9"4 2'14'4"12 12'1"8 1'1"9 6" 3'6 " 4 2'4 " 1 0 9'7 " 9'1 0 " 1 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043 I 999 240 VERT(TL): 0.085 I 999 180 HORZ(LL): 0.015 I - - HORZ(TL): 0.029 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.655 Max BC CSI: 0.233 Max Web CSI: 0.239 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V1 Ply: 1 Qty:1 Wgt: 84.0 lbs SEQN: 346689 / T61 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*112 /-/-/43 /-/5 Wind reactions based on MWFRS J Brg Width = 248 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 479 -135 B - C 416 0 Chords Tens.Comp. C - D 416 0 D - E 478 -136 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 154 -311 I - H 159 -324 H - G 159 -324 Chords Tens.Comp. G - F 159 -324 F - E 153 -311 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 254 -703 C - H 52 -566 Webs Tens.Comp. F - D 253 -703 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'6"11 A B C D E FGHI J 6 12 3X4(D1) 3X4 3X4 4X4 3X4 3X4 3X4 3X4 3X4(D1) 20'8"3 10'4"2 10'4"2 0"4 5'2 " 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043 I 999 240 VERT(TL): 0.085 I 999 180 HORZ(LL): 0.015 I - - HORZ(TL): 0.029 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.655 Max BC CSI: 0.233 Max Web CSI: 0.239 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V1 Ply: 1 Qty:1 Wgt: 84.0 lbs SEQN: 346689 / T61 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*112 /-/-/43 /-/5 Wind reactions based on MWFRS J Brg Width = 248 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 479 -135 B - C 416 0 Chords Tens.Comp. C - D 416 0 D - E 478 -136 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 154 -311 I - H 159 -324 H - G 159 -324 Chords Tens.Comp. G - F 159 -324 F - E 153 -311 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 254 -703 C - H 52 -566 Webs Tens.Comp. F - D 253 -703 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'6"11 A B C D E FGHI J 6 12 3X4(D1) 3X4 3X4 4X4 3X4 3X4 3X4 3X4 3X4(D1) 20'8"3 10'4"2 10'4"2 0"4 5'2 " 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 H 999 240 VERT(TL): 0.023 H 999 180 HORZ(LL):-0.005 F - - HORZ(TL):-0.009 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.438 Max BC CSI: 0.106 Max Web CSI: 0.108 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V2 Ply: 1 Qty:1 Wgt: 64.4 lbs SEQN: 346692 / T62 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*112 /-/-/43 /-/5 Wind reactions based on MWFRS I Brg Width = 200 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 185 -60 B - C 176 -64 Chords Tens.Comp. C - D 176 -64 D - E 185 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 72 -81 H - G 80 -96 Chords Tens.Comp. G - F 80 -96 F - E 72 -81 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 229 -595 C - G 34 -388 Webs Tens.Comp. F - D 229 -595 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 11'6"11 A B C D E FGH I 6 12 3X4(D1) 3X4 3X4 4X4 3X4 3X4 3X4 3X4(D1) 16'8"3 8'4"2 8'4"2 0"4 4' 2 " 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 H 999 240 VERT(TL): 0.023 H 999 180 HORZ(LL):-0.005 F - - HORZ(TL):-0.009 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.438 Max BC CSI: 0.106 Max Web CSI: 0.108 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V2 Ply: 1 Qty:1 Wgt: 64.4 lbs SEQN: 346692 / T62 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*112 /-/-/43 /-/5 Wind reactions based on MWFRS I Brg Width = 200 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 185 -60 B - C 176 -64 Chords Tens.Comp. C - D 176 -64 D - E 185 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 72 -81 H - G 80 -96 Chords Tens.Comp. G - F 80 -96 F - E 72 -81 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 229 -595 C - G 34 -388 Webs Tens.Comp. F - D 229 -595 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 11'6"11 A B C D E FGH I 6 12 3X4(D1) 3X4 3X4 4X4 3X4 3X4 3X4 3X4(D1) 16'8"3 8'4"2 8'4"2 0"4 4' 2 " 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.077 D 999 240 VERT(TL): 0.151 D 986 180 HORZ(LL):-0.030 D - - HORZ(TL):-0.060 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.828 Max BC CSI: 0.454 Max Web CSI: 0.193 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V3 Ply: 1 Qty:1 Wgt: 44.8 lbs SEQN: 346695 / T63 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/42 /-/5 Wind reactions based on MWFRS E Brg Width = 152 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 809 -298 Chords Tens.Comp. B - C 809 -298 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 347 -618 Chords Tens.Comp. D - C 347 -618 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 461 -1071 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 12'6"11 A B C D E 6 12 3X4(D1) 4X4 3X4 3X4(D1) 12'8"3 6'4"2 6'4"2 0"4 3' 2 " 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.077 D 999 240 VERT(TL): 0.151 D 986 180 HORZ(LL):-0.030 D - - HORZ(TL):-0.060 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.828 Max BC CSI: 0.454 Max Web CSI: 0.193 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V3 Ply: 1 Qty:1 Wgt: 44.8 lbs SEQN: 346695 / T63 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/42 /-/5 Wind reactions based on MWFRS E Brg Width = 152 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 809 -298 Chords Tens.Comp. B - C 809 -298 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 347 -618 Chords Tens.Comp. D - C 347 -618 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 461 -1071 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 12'6"11 A B C D E 6 12 3X4(D1) 4X4 3X4 3X4(D1) 12'8"3 6'4"2 6'4"2 0"4 3' 2 " 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.023 D 999 240 VERT(TL): 0.046 D 999 180 HORZ(LL):-0.009 D - - HORZ(TL):-0.018 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.357 Max BC CSI: 0.217 Max Web CSI: 0.079 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V4 Ply: 1 Qty:1 Wgt: 30.8 lbs SEQN: 346698 / T64 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/41 /-/4 Wind reactions based on MWFRS E Brg Width = 104 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 394 -132 Chords Tens.Comp. B - C 394 -132 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 177 -277 Chords Tens.Comp. D - C 177 -277 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 264 -573 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 13'6"11 A B C D E 6 12 3X4(D1) 4X4 3X4 3X4(D1) 8'8"3 4'4"2 4'4"2 0"4 2' 2 " 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.023 D 999 240 VERT(TL): 0.046 D 999 180 HORZ(LL):-0.009 D - - HORZ(TL):-0.018 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.357 Max BC CSI: 0.217 Max Web CSI: 0.079 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V4 Ply: 1 Qty:1 Wgt: 30.8 lbs SEQN: 346698 / T64 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/41 /-/4 Wind reactions based on MWFRS E Brg Width = 104 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 394 -132 Chords Tens.Comp. B - C 394 -132 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 177 -277 Chords Tens.Comp. D - C 177 -277 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 264 -573 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 13'6"11 A B C D E 6 12 3X4(D1) 4X4 3X4 3X4(D1) 8'8"3 4'4"2 4'4"2 0"4 2' 2 " 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.30 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 999 240 VERT(TL): 0.020 999 180 HORZ(LL):-0.004 - - HORZ(TL):-0.007 - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.112 Max BC CSI: 0.136 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V5 Ply: 1 Qty:1 Wgt: 15.4 lbs SEQN: 346701 / T65 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*112 /-/-/40 /-/4 Wind reactions based on MWFRS D Brg Width = 56.2 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 145 -310 Chords Tens.Comp. B - C 145 -310 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 291 -103 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 14'6"11 A B C D 6 12 3X4(D1) 3X4 3X4(D1) 4'8"3 2'4"2 2'4"2 0"4 1' 2 " 5 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.30 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 999 240 VERT(TL): 0.020 999 180 HORZ(LL):-0.004 - - HORZ(TL):-0.007 - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.112 Max BC CSI: 0.136 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V5 Ply: 1 Qty:1 Wgt: 15.4 lbs SEQN: 346701 / T65 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*112 /-/-/40 /-/4 Wind reactions based on MWFRS D Brg Width = 56.2 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 145 -310 Chords Tens.Comp. B - C 145 -310 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 291 -103 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 14'6"11 A B C D 6 12 3X4(D1) 3X4 3X4(D1) 4'8"3 2'4"2 2'4"2 0"4 1' 2 " 5 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 F 999 240 VERT(TL): 0.059 F 999 180 HORZ(LL):-0.012 F - - HORZ(TL):-0.023 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.564 Max BC CSI: 0.178 Max Web CSI: 0.183 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V6 Ply: 1 Qty:1 Wgt: 81.2 lbs SEQN: 346704 / T66 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*112 /-/-/43 /-/5 Wind reactions based on MWFRS I Brg Width = 231 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 366 -107 B - C 322 0 Chords Tens.Comp. C - D 322 0 D - E 366 -107 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 123 -222 H - G 129 -235 Chords Tens.Comp. G - F 129 -235 F - E 123 -222 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 243 -662 C - G 43 -499 Webs Tens.Comp. F - D 243 -662 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'1"13 A B C D E FGH I 6 12 3X4(D1) 3X4 3X4 4X4 3X4 3X4 3X4 3X4(D1) 19'3"11 9'7"14 9'7"14 0"4 4' 1 0 " 3 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 F 999 240 VERT(TL): 0.059 F 999 180 HORZ(LL):-0.012 F - - HORZ(TL):-0.023 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.564 Max BC CSI: 0.178 Max Web CSI: 0.183 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V6 Ply: 1 Qty:1 Wgt: 81.2 lbs SEQN: 346704 / T66 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*112 /-/-/43 /-/5 Wind reactions based on MWFRS I Brg Width = 231 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 366 -107 B - C 322 0 Chords Tens.Comp. C - D 322 0 D - E 366 -107 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 123 -222 H - G 129 -235 Chords Tens.Comp. G - F 129 -235 F - E 123 -222 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 243 -662 C - G 43 -499 Webs Tens.Comp. F - D 243 -662 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 10'1"13 A B C D E FGH I 6 12 3X4(D1) 3X4 3X4 4X4 3X4 3X4 3X4 3X4(D1) 19'3"11 9'7"14 9'7"14 0"4 4' 1 0 " 3 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 F 999 240 VERT(TL): 0.011 F 999 180 HORZ(LL):-0.002 F - - HORZ(TL):-0.004 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.380 Max BC CSI: 0.084 Max Web CSI: 0.081 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V7 Ply: 1 Qty:1 Wgt: 56.0 lbs SEQN: 346707 / T67 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*112 /-/-/42 /-/5 Wind reactions based on MWFRS I Brg Width = 183 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 121 -42 B - C 130 -110 Chords Tens.Comp. C - D 130 -110 D - E 121 -46 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 50 -34 H - G 60 -41 Chords Tens.Comp. G - F 60 -41 F - E 50 -39 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 229 -568 C - G 38 -342 Webs Tens.Comp. F - D 229 -568 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 11'1"13 A B C D E FGH I 6 12 3X4(D1) 3X4 3X4 4X4 3X4 3X4 3X4 3X4(D1) 15'3"11 7'7"14 7'7"14 0"4 3' 1 0 " 3 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 F 999 240 VERT(TL): 0.011 F 999 180 HORZ(LL):-0.002 F - - HORZ(TL):-0.004 F - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.380 Max BC CSI: 0.084 Max Web CSI: 0.081 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V7 Ply: 1 Qty:1 Wgt: 56.0 lbs SEQN: 346707 / T67 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*112 /-/-/42 /-/5 Wind reactions based on MWFRS I Brg Width = 183 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 121 -42 B - C 130 -110 Chords Tens.Comp. C - D 130 -110 D - E 121 -46 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 50 -34 H - G 60 -41 Chords Tens.Comp. G - F 60 -41 F - E 50 -39 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 229 -568 C - G 38 -342 Webs Tens.Comp. F - D 229 -568 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 11'1"13 A B C D E FGH I 6 12 3X4(D1) 3X4 3X4 4X4 3X4 3X4 3X4 3X4(D1) 15'3"11 7'7"14 7'7"14 0"4 3' 1 0 " 3 / C u s t : S u n P r o C o r p o r a t io nS t o d d a r d R e s / C u s t : S u n P r o C o r p o r a t io n Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.054 D 999 240 VERT(TL): 0.106 D 999 180 HORZ(LL):-0.021 D - - HORZ(TL):-0.042 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.646 Max BC CSI: 0.364 Max Web CSI: 0.141 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V8 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 346710 / T68 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/42 /-/5 Wind reactions based on MWFRS E Brg Width = 135 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 651 -235 Chords Tens.Comp. B - C 651 -235 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 285 -486 Chords Tens.Comp. D - C 285 -486 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 392 -885 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 12'1"13 A B C D E 6 12 3X4(D1) 4X4 3X4 3X4(D1) 11'3"11 5'7"14 5'7"14 0"4 2' 1 0 " 3 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.054 D 999 240 VERT(TL): 0.106 D 999 180 HORZ(LL):-0.021 D - - HORZ(TL):-0.042 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.646 Max BC CSI: 0.364 Max Web CSI: 0.141 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V8 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 346710 / T68 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/42 /-/5 Wind reactions based on MWFRS E Brg Width = 135 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 651 -235 Chords Tens.Comp. B - C 651 -235 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 285 -486 Chords Tens.Comp. D - C 285 -486 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 392 -885 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 12'1"13 A B C D E 6 12 3X4(D1) 4X4 3X4 3X4(D1) 11'3"11 5'7"14 5'7"14 0"4 2' 1 0 " 3 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.013 D 999 240 VERT(TL): 0.026 D 999 180 HORZ(LL):-0.005 D - - HORZ(TL):-0.011 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.237 Max BC CSI: 0.153 Max Web CSI: 0.057 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V9 Ply: 1 Qty:1 Wgt: 25.2 lbs SEQN: 346713 / T69 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/41 /-/4 Wind reactions based on MWFRS E Brg Width = 87.7 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 283 -87 Chords Tens.Comp. B - C 283 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 128 -190 Chords Tens.Comp. D - C 128 -190 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 202 -432 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 13'1"13 A B C D E 6 12 3X4(D1) 4X4 3X4 3X4(D1) 7'3"11 3'7"14 3'7"14 0"4 1' 1 0 " 3 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.013 D 999 240 VERT(TL): 0.026 D 999 180 HORZ(LL):-0.005 D - - HORZ(TL):-0.011 D - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.237 Max BC CSI: 0.153 Max Web CSI: 0.057 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V9 Ply: 1 Qty:1 Wgt: 25.2 lbs SEQN: 346713 / T69 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/41 /-/4 Wind reactions based on MWFRS E Brg Width = 87.7 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 283 -87 Chords Tens.Comp. B - C 283 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 128 -190 Chords Tens.Comp. D - C 128 -190 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 202 -432 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 13'1"13 A B C D E 6 12 3X4(D1) 4X4 3X4 3X4(D1) 7'3"11 3'7"14 3'7"14 0"4 1' 1 0 " 3 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 999 240 VERT(TL): 0.007 999 180 HORZ(LL):-0.001 - - HORZ(TL):-0.003 - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.056 Max BC CSI: 0.077 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V10 Ply: 1 Qty:1 Wgt: 11.2 lbs SEQN: 346716 / T70 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*112 /-/-/38 /-/3 Wind reactions based on MWFRS D Brg Width = 39.7 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 87 -199 Chords Tens.Comp. B - C 87 -199 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 198 -62 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 14'1"13 A B C D 6 12 3X4(D1)3X4 3X4(D1) 3'3"11 1'7"14 1'7"14 0"4 10 " 3 Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on a building width of 56.00 ft and a length of 132.00 ft. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: C Kzt: NA BCDL: 6.0 psf Mean Height: 15.00 ft Enclosure:Closed Risk Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.60 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: -Cs: - Snow Duration: - Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 999 240 VERT(TL): 0.007 999 180 HORZ(LL):-0.001 - - HORZ(TL):-0.003 - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 1.5 Max TC CSI: 0.056 Max BC CSI: 0.077 Max Web CSI: 0.000 Mfg Specified Camber: Job Number:B19-8337 / Cust:SunPro Corporation Truss Label:V10 Ply: 1 Qty:1 Wgt: 11.2 lbs SEQN: 346716 / T70 / VAL FROM: GLD DRW: .../...10/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*112 /-/-/38 /-/3 Wind reactions based on MWFRS D Brg Width = 39.7 Min Req =- Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 87 -199 Chords Tens.Comp. B - C 87 -199 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 198 -62 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING 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 14'1"13 A B C D 6 12 3X4(D1)3X4 3X4(D1) 3'3"11 1'7"14 1'7"14 0"4 10 " 3