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Home My WebLink AboutTRUSS SPECS - 19-00287 - 163 W Main St Suite 101-103 - New Commercial Lease Spaces/ C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x6 DF-L 1950f-1.7E Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 218 plf at 0.00 to 188 plf at 6.00 TC: From 188 plf at 6.00 to 188 plf at 29.50 TC: From 188 plf at 29.50 to 218 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.93" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: 18SS, WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.934 D 455 240 VERT(CL): 1.193 D 357 180 HORZ(LL): 0.170 I - - HORZ(TL): 0.217 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.909 Max BC CSI: 0.957 Max Web CSI: 0.864 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A1 Ply: 1 Qty:3 Wgt: 246.4 lbs SEQN: 332416 / T3 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 3605 /-/-/798 /406 /92 Q 3605 /-/-/797 /406 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =4.7 Q Brg Width = 5.5 Min Req =4.7 Bearings P & Q Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 733 -6652 B - C 1097-10007 C - D 1187-10835 D - E 1023 -9332 Chords Tens.Comp. E - F 1022 -9323 F - G 645 -5858 G - H 54 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 116 -140 O - N 6943 -770 N - M 10137 -1114 M - L 10850 -1192 Chords Tens.Comp. L - K 10850 -1192 K - J 9237 -1016 J - I 5674 -629 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 416 -3551 A - O 7207 -794 O - B 360 -2842 B - N 3381 -360 N - C 191 -1411 C - M 766 -79 M - D 79 -292 Webs Tens.Comp. D - K 193 -1729 K - F 862 -70 F - J 424 -3861 J - G 1903 -160 G - I 712 -6423 H - I 81 -515 **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 W2 W12 (a)(a) (a) (a) 11' A B C D E F G H IJKLMNOPQ 0.25 12 SS1012 4X8 H1314 7X8 5X10 4X4(R) 3X5 4X6 4X10 SS0612 4X6 6X8 7X8 8X12 3X5 8X10 35'6" 35'6" 3' 3'8 " 1 4 Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x6 DF-L 1950f-1.7E Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 218 plf at 0.00 to 188 plf at 6.00 TC: From 188 plf at 6.00 to 188 plf at 29.50 TC: From 188 plf at 29.50 to 218 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.93" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: 18SS, WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.934 D 455 240 VERT(CL): 1.193 D 357 180 HORZ(LL): 0.170 I - - HORZ(TL): 0.217 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.909 Max BC CSI: 0.957 Max Web CSI: 0.864 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A1 Ply: 1 Qty:3 Wgt: 246.4 lbs SEQN: 332416 / T3 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 3605 /-/-/798 /406 /92 Q 3605 /-/-/797 /406 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =4.7 Q Brg Width = 5.5 Min Req =4.7 Bearings P & Q Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 733 -6652 B - C 1097-10007 C - D 1187-10835 D - E 1023 -9332 Chords Tens.Comp. E - F 1022 -9323 F - G 645 -5858 G - H 54 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 116 -140 O - N 6943 -770 N - M 10137 -1114 M - L 10850 -1192 Chords Tens.Comp. L - K 10850 -1192 K - J 9237 -1016 J - I 5674 -629 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 416 -3551 A - O 7207 -794 O - B 360 -2842 B - N 3381 -360 N - C 191 -1411 C - M 766 -79 M - D 79 -292 Webs Tens.Comp. D - K 193 -1729 K - F 862 -70 F - J 424 -3861 J - G 1903 -160 G - I 712 -6423 H - I 81 -515 **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 W2 W12 (a)(a) (a) (a) 11' A B C D E F G H IJKLMNOPQ 0.25 12 SS1012 4X8 H1314 7X8 5X10 4X4(R) 3X5 4X6 4X10 SS0612 4X6 6X8 7X8 8X12 3X5 8X10 35'6" 35'6" 3' 3'8 " 1 4 / C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x6 DF-L 1800f-1.6E :T2 2x6 SPF 1650f-1.5E: Bot chord 2x6 DF-L 1950f-1.7E :B2 2x6 DF-L SS: Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 208 plf at 0.00 to 178 plf at 6.00 TC: From 178 plf at 6.00 to 178 plf at 29.50 TC: From 178 plf at 29.50 to 208 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.84" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.840 D 506 240 VERT(CL): 1.088 D 391 180 HORZ(LL): 0.151 I - - HORZ(TL): 0.195 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.773 Max BC CSI: 0.956 Max Web CSI: 0.965 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A2 Ply: 1 Qty:2 Wgt: 246.4 lbs SEQN: 332419 / T6 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 3427 /-/-/798 /360 /92 Q 3427 /-/-/797 /360 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =4.5 Q Brg Width = 5.5 Min Req =4.5 Bearings P & Q Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 648 -6320 B - C 968 -9504 C - D 1048-10295 D - E 902 -8861 Chords Tens.Comp. E - F 901 -8854 F - G 570 -5563 G - H 54 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 116 -140 O - N 6596 -700 N - M 9626 -983 M - L 10309 -1053 Chords Tens.Comp. L - K 10309 -1053 K - J 8771 -896 J - I 5389 -556 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 371 -3376 A - O 6848 -702 O - B 323 -2696 B - N 3208 -316 N - C 171 -1337 C - M 734 -75 M - D 79 -273 Webs Tens.Comp. D - K 172 -1648 K - F 821 -70 F - J 373 -3665 J - G 1809 -156 G - I 629 -6101 H - I 75 -490 **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 B2 W2 W12(a)(a)(a) 11' A B C D E F G H IJKLMNOPQ 0.25 12 10X12 4X8 8X12 7X8 6X8 4X4(R) 3X5 4X6 4X10 SS0612 4X6 6X8 6X8 8X10 3X5 8X10 35'6" 35'6" 3' 3'8 " 1 4 Lumber Top chord 2x6 DF-L 1800f-1.6E :T2 2x6 SPF 1650f-1.5E: Bot chord 2x6 DF-L 1950f-1.7E :B2 2x6 DF-L SS: Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 208 plf at 0.00 to 178 plf at 6.00 TC: From 178 plf at 6.00 to 178 plf at 29.50 TC: From 178 plf at 29.50 to 208 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.84" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.840 D 506 240 VERT(CL): 1.088 D 391 180 HORZ(LL): 0.151 I - - HORZ(TL): 0.195 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.773 Max BC CSI: 0.956 Max Web CSI: 0.965 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A2 Ply: 1 Qty:2 Wgt: 246.4 lbs SEQN: 332419 / T6 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 3427 /-/-/798 /360 /92 Q 3427 /-/-/797 /360 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =4.5 Q Brg Width = 5.5 Min Req =4.5 Bearings P & Q Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 648 -6320 B - C 968 -9504 C - D 1048-10295 D - E 902 -8861 Chords Tens.Comp. E - F 901 -8854 F - G 570 -5563 G - H 54 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 116 -140 O - N 6596 -700 N - M 9626 -983 M - L 10309 -1053 Chords Tens.Comp. L - K 10309 -1053 K - J 8771 -896 J - I 5389 -556 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 371 -3376 A - O 6848 -702 O - B 323 -2696 B - N 3208 -316 N - C 171 -1337 C - M 734 -75 M - D 79 -273 Webs Tens.Comp. D - K 172 -1648 K - F 821 -70 F - J 373 -3665 J - G 1809 -156 G - I 629 -6101 H - I 75 -490 **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 B2 W2 W12(a)(a)(a) 11' A B C D E F G H IJKLMNOPQ 0.25 12 10X12 4X8 8X12 7X8 6X8 4X4(R) 3X5 4X6 4X10 SS0612 4X6 6X8 6X8 8X10 3X5 8X10 35'6" 35'6" 3' 3'8 " 1 4 / C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W4, W12 2x4 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 198 plf at 0.00 to 168 plf at 6.00 TC: From 168 plf at 6.00 to 168 plf at 29.50 TC: From 168 plf at 29.50 to 198 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 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 IBC-15 section 1607. Truss checked for 750# movable concentrated load along Top Chord, between 10-0-0 to 25-6-0, concurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.71" DL: 0.39". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: 18SS, WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.712 E 598 240 VERT(CL): 1.045 E 407 180 HORZ(LL): 0.136 J - - HORZ(TL): 0.199 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.914 Max BC CSI: 0.784 Max Web CSI: 0.998 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A3 Ply: 1 Qty:2 Wgt: 273.0 lbs SEQN: 332440 / T7 / MONO FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 3788 /-/-/797 /314 /87 R 3788 /-/-/796 /314 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =5.0 R Brg Width = 5.5 Min Req =5.0 Bearings Q & R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 584 -7369 B - C 864-11252 C - D 865-11239 D - E 945-12170 Chords Tens.Comp. E - F 826 -10465 F - G 827 -10458 G - H 536 -6479 H - I 50 -41 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 107 -132 P - O 7692 -703 O - N 11414 -966 N - M 12212 -1010 Chords Tens.Comp. M - L 12212 -1010 L - K 10396 -857 K - J 6267 -534 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 326 -3733 A - P 7962 -625 P - B 283 -3067 B - O 4164 -304 O - D 152 -1714 D - N 1421 -484 N - E 281 -580 Webs Tens.Comp. E - L 165 -2428 L - G 1173 -69 G - K 350 -4605 K - H 2225 -155 H - J 560 -7066 I - J 70 -497 **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 W2 W4 W12 (a)(a) (a) (a) (a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 SS1319 5X7 SS1017 8X10 6X10 6X10 5X5 3X8 4X8 7X8 SS0612(I)4X8 6X10 8X10 SS1012 3X5 8X12 35'6" 19'11"13 15'6"3 3' 3'8 " 1 4 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W4, W12 2x4 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 198 plf at 0.00 to 168 plf at 6.00 TC: From 168 plf at 6.00 to 168 plf at 29.50 TC: From 168 plf at 29.50 to 198 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 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 IBC-15 section 1607. Truss checked for 750# movable concentrated load along Top Chord, between 10-0-0 to 25-6-0, concurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.71" DL: 0.39". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: 18SS, WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.712 E 598 240 VERT(CL): 1.045 E 407 180 HORZ(LL): 0.136 J - - HORZ(TL): 0.199 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.914 Max BC CSI: 0.784 Max Web CSI: 0.998 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A3 Ply: 1 Qty:2 Wgt: 273.0 lbs SEQN: 332440 / T7 / MONO FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 3788 /-/-/797 /314 /87 R 3788 /-/-/796 /314 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =5.0 R Brg Width = 5.5 Min Req =5.0 Bearings Q & R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 584 -7369 B - C 864-11252 C - D 865-11239 D - E 945-12170 Chords Tens.Comp. E - F 826 -10465 F - G 827 -10458 G - H 536 -6479 H - I 50 -41 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 107 -132 P - O 7692 -703 O - N 11414 -966 N - M 12212 -1010 Chords Tens.Comp. M - L 12212 -1010 L - K 10396 -857 K - J 6267 -534 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 326 -3733 A - P 7962 -625 P - B 283 -3067 B - O 4164 -304 O - D 152 -1714 D - N 1421 -484 N - E 281 -580 Webs Tens.Comp. E - L 165 -2428 L - G 1173 -69 G - K 350 -4605 K - H 2225 -155 H - J 560 -7066 I - J 70 -497 **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 W2 W4 W12 (a)(a) (a) (a) (a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 SS1319 5X7 SS1017 8X10 6X10 6X10 5X5 3X8 4X8 7X8 SS0612(I)4X8 6X10 8X10 SS1012 3X5 8X12 35'6" 19'11"13 15'6"3 3' 3'8 " 1 4 Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A3 Ply: 1 Qty:2 Wgt: 273.0 lbs SEQN: 332440 / T7 / MONO FROM: GLD Page 2 of 2 DRW: .../...08/28/2019 **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 : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 188 plf at 0.00 to 158 plf at 6.00 TC: From 158 plf at 6.00 to 158 plf at 29.50 TC: From 158 plf at 29.50 to 188 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 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 IBC-15 section 1607. Truss checked for 750# movable concentrated load along Top Chord, between 10-0-0 to 25-0-0, concurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.66" DL: 0.39". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: 18SS, WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.664 E 641 240 VERT(CL): 0.999 E 426 180 HORZ(LL): 0.126 J - - HORZ(TL): 0.190 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.872 Max BC CSI: 0.748 Max Web CSI: 0.988 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A4 Ply: 1 Qty:2 Wgt: 273.0 lbs SEQN: 332444 / T9 / MONO FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 3611 /-/-/797 /269 /87 R 3600 /-/-/796 /269 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =4.8 R Brg Width = 5.5 Min Req =4.7 Bearings Q & R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 585 -7038 B - C 863-10732 C - D 864-10719 D - E 945-11617 Chords Tens.Comp. E - F 826 -9988 F - G 827 -9981 G - H 536 -6153 H - I 50 -41 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 107 -132 P - O 7346 -703 O - N 10887 -965 N - M 11658 -1010 Chords Tens.Comp. M - L 11658 -1010 L - K 9923 -857 K - J 5944 -534 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 302 -3558 A - P 7605 -626 P - B 254 -2923 B - O 3971 -302 O - D 135 -1636 D - N 1392 -481 N - E 280 -566 Webs Tens.Comp. E - L 165 -2342 L - G 1133 -69 G - K 350 -4405 K - H 2132 -155 H - J 560 -6702 I - J 64 -471 **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 W2 W12 (a)(a) (a) (a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 SS1319 4X8 H1315 8X10 6X10 6X10 5X5 4X6 3X10 7X8 SS0612(I)4X8 6X10 7X10 8X12 3X5 7X12 35'6" 19'11"13 15'6"3 3' 3'8 " 1 4 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 188 plf at 0.00 to 158 plf at 6.00 TC: From 158 plf at 6.00 to 158 plf at 29.50 TC: From 158 plf at 29.50 to 188 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 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 IBC-15 section 1607. Truss checked for 750# movable concentrated load along Top Chord, between 10-0-0 to 25-0-0, concurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.66" DL: 0.39". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: 18SS, WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.664 E 641 240 VERT(CL): 0.999 E 426 180 HORZ(LL): 0.126 J - - HORZ(TL): 0.190 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.872 Max BC CSI: 0.748 Max Web CSI: 0.988 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A4 Ply: 1 Qty:2 Wgt: 273.0 lbs SEQN: 332444 / T9 / MONO FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 3611 /-/-/797 /269 /87 R 3600 /-/-/796 /269 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =4.8 R Brg Width = 5.5 Min Req =4.7 Bearings Q & R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 585 -7038 B - C 863-10732 C - D 864-10719 D - E 945-11617 Chords Tens.Comp. E - F 826 -9988 F - G 827 -9981 G - H 536 -6153 H - I 50 -41 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 107 -132 P - O 7346 -703 O - N 10887 -965 N - M 11658 -1010 Chords Tens.Comp. M - L 11658 -1010 L - K 9923 -857 K - J 5944 -534 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 302 -3558 A - P 7605 -626 P - B 254 -2923 B - O 3971 -302 O - D 135 -1636 D - N 1392 -481 N - E 280 -566 Webs Tens.Comp. E - L 165 -2342 L - G 1133 -69 G - K 350 -4405 K - H 2132 -155 H - J 560 -6702 I - J 64 -471 **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 W2 W12 (a)(a) (a) (a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 SS1319 4X8 H1315 8X10 6X10 6X10 5X5 4X6 3X10 7X8 SS0612(I)4X8 6X10 7X10 8X12 3X5 7X12 35'6" 19'11"13 15'6"3 3' 3'8 " 1 4 Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A4 Ply: 1 Qty:2 Wgt: 273.0 lbs SEQN: 332444 / T9 / MONO FROM: GLD Page 2 of 2 DRW: .../...08/28/2019 **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 : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 DF-L 1950f-1.7E Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 178 plf at 0.00 to 148 plf at 6.00 TC: From 148 plf at 6.00 to 148 plf at 29.50 TC: From 148 plf at 29.50 to 178 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss checked for 750# movable concentrated load along Top Chord, between 10-0-0 to 25-0-0, concurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.66" DL: 0.41". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: 18SS, WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.657 E 648 240 VERT(CL): 1.016 E 419 180 HORZ(LL): 0.137 J - - HORZ(TL): 0.212 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.840 Max BC CSI: 0.968 Max Web CSI: 0.997 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A5 Ply: 1 Qty:2 Wgt: 273.0 lbs SEQN: 332448 / T11 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 3433 /-/-/797 /223 /87 R 3423 /-/-/796 /223 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =4.5 R Brg Width = 5.5 Min Req =4.5 Bearings Q & R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 585 -6699 B - C 863-10217 C - D 864-10206 D - E 945-11060 Chords Tens.Comp. E - F 826 -9509 F - G 827 -9502 G - H 536 -5854 H - I 50 -41 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 107 -132 P - O 6991 -703 O - N 10365 -965 N - M 11100 -1010 Chords Tens.Comp. M - L 11100 -1010 L - K 9449 -856 K - J 5655 -533 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 302 -3384 A - P 7238 -626 P - B 254 -2777 B - O 3796 -302 O - D 135 -1561 D - N 1355 -482 N - E 279 -547 Webs Tens.Comp. E - L 165 -2253 L - G 1091 -69 G - K 350 -4205 K - H 2039 -155 H - J 559 -6376 I - J 57 -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 W2 W12(a)(a)(a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 SS1017 4X8 8X12 7X10 6X10 5X10 4X6 4X6 3X10 7X8 SS1319 4X8 5X10 8X8 8X10 3X5 8X10 35'6" 19'11"13 15'6"3 3' 3'8 " 1 4 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 DF-L 1950f-1.7E Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 178 plf at 0.00 to 148 plf at 6.00 TC: From 148 plf at 6.00 to 148 plf at 29.50 TC: From 148 plf at 29.50 to 178 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss checked for 750# movable concentrated load along Top Chord, between 10-0-0 to 25-0-0, concurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.66" DL: 0.41". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: 18SS, WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.657 E 648 240 VERT(CL): 1.016 E 419 180 HORZ(LL): 0.137 J - - HORZ(TL): 0.212 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.840 Max BC CSI: 0.968 Max Web CSI: 0.997 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A5 Ply: 1 Qty:2 Wgt: 273.0 lbs SEQN: 332448 / T11 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 3433 /-/-/797 /223 /87 R 3423 /-/-/796 /223 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =4.5 R Brg Width = 5.5 Min Req =4.5 Bearings Q & R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 585 -6699 B - C 863-10217 C - D 864-10206 D - E 945-11060 Chords Tens.Comp. E - F 826 -9509 F - G 827 -9502 G - H 536 -5854 H - I 50 -41 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 107 -132 P - O 6991 -703 O - N 10365 -965 N - M 11100 -1010 Chords Tens.Comp. M - L 11100 -1010 L - K 9449 -856 K - J 5655 -533 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 302 -3384 A - P 7238 -626 P - B 254 -2777 B - O 3796 -302 O - D 135 -1561 D - N 1355 -482 N - E 279 -547 Webs Tens.Comp. E - L 165 -2253 L - G 1091 -69 G - K 350 -4205 K - H 2039 -155 H - J 559 -6376 I - J 57 -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 W2 W12(a)(a)(a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 SS1017 4X8 8X12 7X10 6X10 5X10 4X6 4X6 3X10 7X8 SS1319 4X8 5X10 8X8 8X10 3X5 8X10 35'6" 19'11"13 15'6"3 3' 3'8 " 1 4 / C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 DF-L 1950f-1.7E :B2 2x6 DF-L SS: Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 164 plf at 0.00 to 134 plf at 6.00 TC: From 134 plf at 6.00 to 134 plf at 29.50 TC: From 134 plf at 29.50 to 164 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss checked for 750# movable concentrated load along Top Chord, between 10-0-0 to 25-0-0, concurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.57" DL: 0.41". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.569 E 748 240 VERT(CL): 0.922 E 461 180 HORZ(LL): 0.115 J - - HORZ(TL): 0.186 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.780 Max BC CSI: 0.947 Max Web CSI: 0.926 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A6 Ply: 1 Qty:35 Wgt: 273.0 lbs SEQN: 332452 / T29 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 3185 /-/-/797 /138 /87 R 3174 /-/-/796 /141 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =4.2 R Brg Width = 5.5 Min Req =4.2 Bearings Q & R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 585 -6225 B - C 863 -9500 C - D 864 -9489 D - E 945-10289 Chords Tens.Comp. E - F 826 -8843 F - G 827 -8837 G - H 536 -5439 H - I 50 -41 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 107 -132 P - O 6497 -703 O - N 9638 -965 N - M 10327 -1010 Chords Tens.Comp. M - L 10327 -1010 L - K 8789 -857 K - J 5252 -533 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 302 -3138 A - P 6727 -626 P - B 254 -2576 B - O 3550 -302 O - D 135 -1458 D - N 1307 -480 N - E 279 -523 Webs Tens.Comp. E - L 165 -2131 L - G 1034 -69 G - K 350 -3927 K - H 1909 -155 H - J 560 -5922 I - J 46 -411 **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 W2 W12(a)(a)(a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 10X12 4X7 8X12 7X10 6X10 5X10 4X6 4X6 4X7 7X8 SS0612 5X6 5X10 7X8 8X10 1.5X4 7X10 35'6" 19'11"13 15'6"3 3' 3'8 " 1 4 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 DF-L 1950f-1.7E :B2 2x6 DF-L SS: Webs 2x4 SPF #1/#2 :W2 2x4 SPF 2100f-1.8E: :W12 2x4 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 164 plf at 0.00 to 134 plf at 6.00 TC: From 134 plf at 6.00 to 134 plf at 29.50 TC: From 134 plf at 29.50 to 164 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss checked for 750# movable concentrated load along Top Chord, between 10-0-0 to 25-0-0, concurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.57" DL: 0.41". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.569 E 748 240 VERT(CL): 0.922 E 461 180 HORZ(LL): 0.115 J - - HORZ(TL): 0.186 J - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.780 Max BC CSI: 0.947 Max Web CSI: 0.926 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A6 Ply: 1 Qty:35 Wgt: 273.0 lbs SEQN: 332452 / T29 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 3185 /-/-/797 /138 /87 R 3174 /-/-/796 /141 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =4.2 R Brg Width = 5.5 Min Req =4.2 Bearings Q & R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 585 -6225 B - C 863 -9500 C - D 864 -9489 D - E 945-10289 Chords Tens.Comp. E - F 826 -8843 F - G 827 -8837 G - H 536 -5439 H - I 50 -41 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 107 -132 P - O 6497 -703 O - N 9638 -965 N - M 10327 -1010 Chords Tens.Comp. M - L 10327 -1010 L - K 8789 -857 K - J 5252 -533 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 302 -3138 A - P 6727 -626 P - B 254 -2576 B - O 3550 -302 O - D 135 -1458 D - N 1307 -480 N - E 279 -523 Webs Tens.Comp. E - L 165 -2131 L - G 1034 -69 G - K 350 -3927 K - H 1909 -155 H - J 560 -5922 I - J 46 -411 **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 W2 W12(a)(a)(a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 10X12 4X7 8X12 7X10 6X10 5X10 4X6 4X6 4X7 7X8 SS0612 5X6 5X10 7X8 8X10 1.5X4 7X10 35'6" 19'11"13 15'6"3 3' 3'8 " 1 4 / C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x6 DF-L 1800f-1.6E :T2 2x6 SPF 1650f-1.5E: Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :W2 2x4 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 164 plf at 0.00 to 134 plf at 6.00 TC: From 134 plf at 6.00 to 134 plf at 26.75 TC: From 134 plf at 26.75 to 176 plf at 36.75 BC: From 10 plf at 0.00 to 10 plf at 36.75 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Right cantilever is exposed to wind Uplifts based on an elevation at or above 3000 ft. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.67 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.518 D 778 240 VERT(CL): 0.731 D 551 180 HORZ(LL): 0.106 J - - HORZ(TL): 0.150 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.366 Max BC CSI: 0.739 Max Web CSI: 0.860 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A7 Ply: 1 Qty:9 Wgt: 260.4 lbs SEQN: 332434 / T2 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 2484 /-/-/747 /130 /93 K 3108 /-/-/937 /201 /- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req =3.9 K Brg Width = 5.5 Min Req =4.5 Bearings R & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 519 -4320 B - C 761 -6498 C - D 832 -7025 D - E 728 -6030 Chords Tens.Comp. E - F 728 -6022 F - G 464 -3667 G - H 158 -75 H - I 160 -70 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 116 -142 Q - P 4518 -641 P - O 6587 -867 O - N 7033 -901 Chords Tens.Comp. N - M 7033 -901 M - L 5963 -760 L - K 3536 -462 K - J 54 -39 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 286 -2440 A - Q 4719 -559 Q - B 243 -1929 B - P 2246 -271 P - C 128 -959 C - O 485 -66 O - D 73 -176 D - M 154 -1190 Webs Tens.Comp. M - F 637 -68 F - L 327 -2683 L - G 1351 -153 G - K 482 -4078 H - K 94 -833 K - I 99 -228 I - J 31 -29 **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 W2 (a)(a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 7X10 4X7 7X10 5X8 4X10 3X5 3X4 4X4 4X7 H0514 4X4 4X10 5X8 7X8 1.5X4 8X12 3X4(R) 1.5X4 33'10"2'11" 36'9" 36'9" 3'3' 9 " 3 Lumber Top chord 2x6 DF-L 1800f-1.6E :T2 2x6 SPF 1650f-1.5E: Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :W2 2x4 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 164 plf at 0.00 to 134 plf at 6.00 TC: From 134 plf at 6.00 to 134 plf at 26.75 TC: From 134 plf at 26.75 to 176 plf at 36.75 BC: From 10 plf at 0.00 to 10 plf at 36.75 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Right cantilever is exposed to wind Uplifts based on an elevation at or above 3000 ft. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.67 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.518 D 778 240 VERT(CL): 0.731 D 551 180 HORZ(LL): 0.106 J - - HORZ(TL): 0.150 K - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.366 Max BC CSI: 0.739 Max Web CSI: 0.860 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A7 Ply: 1 Qty:9 Wgt: 260.4 lbs SEQN: 332434 / T2 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 2484 /-/-/747 /130 /93 K 3108 /-/-/937 /201 /- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req =3.9 K Brg Width = 5.5 Min Req =4.5 Bearings R & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 519 -4320 B - C 761 -6498 C - D 832 -7025 D - E 728 -6030 Chords Tens.Comp. E - F 728 -6022 F - G 464 -3667 G - H 158 -75 H - I 160 -70 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 116 -142 Q - P 4518 -641 P - O 6587 -867 O - N 7033 -901 Chords Tens.Comp. N - M 7033 -901 M - L 5963 -760 L - K 3536 -462 K - J 54 -39 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 286 -2440 A - Q 4719 -559 Q - B 243 -1929 B - P 2246 -271 P - C 128 -959 C - O 485 -66 O - D 73 -176 D - M 154 -1190 Webs Tens.Comp. M - F 637 -68 F - L 327 -2683 L - G 1351 -153 G - K 482 -4078 H - K 94 -833 K - I 99 -228 I - J 31 -29 **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 W2 (a)(a) 11' A B C D E F G H I JKLMNOPQR 0.25 12 7X10 4X7 7X10 5X8 4X10 3X5 3X4 4X4 4X7 H0514 4X4 4X10 5X8 7X8 1.5X4 8X12 3X4(R) 1.5X4 33'10"2'11" 36'9" 36'9" 3'3' 9 " 3 / C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x6 DF-L 1800f-1.6E :T2 2x6 SPF 1650f-1.5E: Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :W2 2x4 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 164 plf at 0.00 to 134 plf at 6.00 TC: From 134 plf at 6.00 to 134 plf at 29.50 TC: From 134 plf at 29.50 to 164 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.64" DL: 0.28". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.640 D 665 240 VERT(CL): 0.908 D 469 180 HORZ(LL): 0.126 I - - HORZ(TL): 0.179 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.429 Max BC CSI: 0.836 Max Web CSI: 0.905 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A8 Ply: 1 Qty:10 Wgt: 246.4 lbs SEQN: 332431 / T12 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 2646 /-/-/798 /138 /92 Q 2646 /-/-/797 /141 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =4.2 Q Brg Width = 5.5 Min Req =4.2 Bearings P & Q Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 576 -4849 B - C 849 -7298 C - D 928 -7900 D - E 813 -6805 Chords Tens.Comp. E - F 814 -6799 F - G 530 -4276 G - H 54 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 116 -141 O - N 5059 -698 N - M 7391 -954 M - L 7909 -997 Chords Tens.Comp. L - K 7909 -997 K - J 6734 -846 J - I 4141 -528 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 303 -2600 A - O 5252 -617 O - B 257 -2058 B - N 2471 -300 N - C 136 -1012 C - M 558 -74 M - D 80 -196 Webs Tens.Comp. D - K 164 -1257 K - F 644 -70 F - J 346 -2808 J - G 1401 -156 G - I 554 -4688 H - I 44 -385 **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 W2 (a) (a) (a) 11' A B C D E F G H IJKLMNOPQ 0.25 12 7X10 3X10 7X10 6X8 4X10 4X4 3X4 4X4 5X6 SS0514 4X4 4X10 5X8 6X10 3X4 8X10 35'6" 35'6" 3' 3'8 " 1 4 Lumber Top chord 2x6 DF-L 1800f-1.6E :T2 2x6 SPF 1650f-1.5E: Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 :W2 2x4 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 164 plf at 0.00 to 134 plf at 6.00 TC: From 134 plf at 6.00 to 134 plf at 29.50 TC: From 134 plf at 29.50 to 164 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Deflection Max JT VERT DEFL: LL: 0.64" DL: 0.28". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.640 D 665 240 VERT(CL): 0.908 D 469 180 HORZ(LL): 0.126 I - - HORZ(TL): 0.179 I - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.429 Max BC CSI: 0.836 Max Web CSI: 0.905 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:A8 Ply: 1 Qty:10 Wgt: 246.4 lbs SEQN: 332431 / T12 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 2646 /-/-/798 /138 /92 Q 2646 /-/-/797 /141 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =4.2 Q Brg Width = 5.5 Min Req =4.2 Bearings P & Q Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 576 -4849 B - C 849 -7298 C - D 928 -7900 D - E 813 -6805 Chords Tens.Comp. E - F 814 -6799 F - G 530 -4276 G - H 54 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 116 -141 O - N 5059 -698 N - M 7391 -954 M - L 7909 -997 Chords Tens.Comp. L - K 7909 -997 K - J 6734 -846 J - I 4141 -528 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 303 -2600 A - O 5252 -617 O - B 257 -2058 B - N 2471 -300 N - C 136 -1012 C - M 558 -74 M - D 80 -196 Webs Tens.Comp. D - K 164 -1257 K - F 644 -70 F - J 346 -2808 J - G 1401 -156 G - I 554 -4688 H - I 44 -385 **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 W2 (a) (a) (a) 11' A B C D E F G H IJKLMNOPQ 0.25 12 7X10 3X10 7X10 6X8 4X10 4X4 3X4 4X4 5X6 SS0514 4X4 4X10 5X8 6X10 3X4 8X10 35'6" 35'6" 3' 3'8 " 1 4 / C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 SPF 1650f-1.5E 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 @ 9.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 276 plf at 0.00 to 234 plf at 6.00 TC: From 234 plf at 6.00 to 234 plf at 29.75 TC: From 234 plf at 29.75 to 276 plf at 36.75 BC: From 10 plf at 0.00 to 10 plf at 36.75 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Right cantilever is exposed to wind Uplifts based on an elevation at or above 3000 ft. Additional Notes Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.67 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.369 E 999 240 VERT(CL): 0.555 E 726 180 HORZ(LL): 0.085 L - - HORZ(TL): 0.128 L - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.231 Max BC CSI: 0.686 Max Web CSI: 0.985 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:AA Ply: 2 Qty:1 Wgt: 579.6 lbs SEQN: 332480 / T16 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 4179 /-/-/747 /142 /88 L 5061 /-/-/937 /201 /- Wind reactions based on MWFRS S Brg Width = 5.5 Min Req =3.3 L Brg Width = 5.5 Min Req =3.7 Bearings S & L Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 261 -3692 B - C 387 -5582 C - D 387 -5572 D - E 423 -5997 E - F 369 -5107 Chords Tens.Comp. F - G 369 -5100 G - H 234 -3027 H - I 74 -62 I - J 74 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 54 -67 R - Q 3862 -320 Q - P 5659 -438 P - O 6004 -456 Chords Tens.Comp. O - N 6004 -456 N - M 5049 -385 M - L 2915 -233 L - K 26 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 143 -2060 A - R 4016 -281 R - B 120 -1625 B - Q 1906 -139 Q - D 64 -812 D - P 371 -32 P - E 36 -147 E - N 77 -1025 Webs Tens.Comp. N - G 519 -34 G - M 166 -2321 M - H 1131 -76 H - L 239 -3391 I - L 53 -741 L - J 83 -104 J - K 16 -26 **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 (a) 11' A B C D E F G H I J KLMNOPQRS 0.25 12 6X10 4X6 6X10 5X7 6X6 4X8 3X4 3X4 3X5 6X6 H0514 3X5 4X8 4X8 6X8 1.5X4 6X12 3X5(R) 1.5X4 33'10"2'11" 19'11"13 16'9"3 36'9" 3'3' 9 " 3 Lumber Top chord 2x8 DF-L SS Bot chord 2x6 SPF 1650f-1.5E 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 @ 9.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 276 plf at 0.00 to 234 plf at 6.00 TC: From 234 plf at 6.00 to 234 plf at 29.75 TC: From 234 plf at 29.75 to 276 plf at 36.75 BC: From 10 plf at 0.00 to 10 plf at 36.75 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Right cantilever is exposed to wind Uplifts based on an elevation at or above 3000 ft. Additional Notes Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.67 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type: WAVE, HS Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.369 E 999 240 VERT(CL): 0.555 E 726 180 HORZ(LL): 0.085 L - - HORZ(TL): 0.128 L - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.231 Max BC CSI: 0.686 Max Web CSI: 0.985 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:AA Ply: 2 Qty:1 Wgt: 579.6 lbs SEQN: 332480 / T16 / MONO FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 4179 /-/-/747 /142 /88 L 5061 /-/-/937 /201 /- Wind reactions based on MWFRS S Brg Width = 5.5 Min Req =3.3 L Brg Width = 5.5 Min Req =3.7 Bearings S & L Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 261 -3692 B - C 387 -5582 C - D 387 -5572 D - E 423 -5997 E - F 369 -5107 Chords Tens.Comp. F - G 369 -5100 G - H 234 -3027 H - I 74 -62 I - J 74 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 54 -67 R - Q 3862 -320 Q - P 5659 -438 P - O 6004 -456 Chords Tens.Comp. O - N 6004 -456 N - M 5049 -385 M - L 2915 -233 L - K 26 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 143 -2060 A - R 4016 -281 R - B 120 -1625 B - Q 1906 -139 Q - D 64 -812 D - P 371 -32 P - E 36 -147 E - N 77 -1025 Webs Tens.Comp. N - G 519 -34 G - M 166 -2321 M - H 1131 -76 H - L 239 -3391 I - L 53 -741 L - J 83 -104 J - K 16 -26 **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 (a) 11' A B C D E F G H I J KLMNOPQRS 0.25 12 6X10 4X6 6X10 5X7 6X6 4X8 3X4 3X4 3X5 6X6 H0514 3X5 4X8 4X8 6X8 1.5X4 6X12 3X5(R) 1.5X4 33'10"2'11" 19'11"13 16'9"3 36'9" 3'3' 9 " 3 / C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 9 Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Bracing Fasten rated sheathing to one face of this frame. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 334 plf at 0.00 to 334 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 S 999 240 VERT(CL): 0.004 S 999 180 HORZ(LL):-0.137 U - - HORZ(TL): 0.181 U - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.064 Max BC CSI: 0.033 Max Web CSI: 0.132 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:AG Ply: 1 Qty:2 Wgt: 259.7 lbs SEQN: 332349 / T4 / GABL FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AQ 265 /-/-/74 /26 /92 AR*339 /-/-/44 /8 /- AS 237 /-/-/54 /43 /- Wind reactions based on MWFRS AQ Brg Width = 5.5 Min Req =1.5 AR Brg Width = 415 Min Req =- AS Brg Width = 5.5 Min Req =1.5 Bearings AQ, AR, & AS Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -25 B - C 19 -23 C - D 19 -21 D - E 19 -20 E - F 19 -19 F - G 20 -19 G - H 20 -18 H - I 20 -17 I - J 20 -16 J - K 21 -15 Chords Tens.Comp. K - L 22 -14 L - M 23 -13 M - N 23 -13 N - O 24 -13 O - P 26 -12 P - Q 27 -12 Q - R 28 -12 R - S 29 -12 S - T 31 -11 T - U 32 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AQ-AP 76 -76 AP-AO 76 -76 AO-AN 76 -76 AN-AM 76 -76 AM-AL 76 -76 AL-AK 76 -76 AK-AJ 76 -76 AJ-AI 76 -76 AI-AH 76 -76 AH-AG 76 -76 AG-AF 76 -76 Chords Tens.Comp. AF-AE 76 -76 AE-AD 76 -75 AD-AC 76 -75 AC-AB 76 -75 AB-AA 76 -75 AA- Z 76 -75 Z - Y 76 -75 Y - X 76 -75 X - W 76 -75 W - V 76 -75 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. A -AQ 42 -249 B -AP 86 -658 C -AO 38 -678 D -AN 36 -668 F -AL 36 -669 G -AK 36 -667 H -AJ 36 -668 I -AI 36 -668 J -AH 36 -668 K -AF 36 -667 Gables Tens.Comp. L -AE 36 -668 N -AD 36 -669 O -AC 36 -667 P -AB 36 -668 Q -AA 36 -668 R - Y 36 -667 S - X 38 -680 T - W 51 -672 U - V 43 -237 **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' A B C D E F G H I J K L M N O P Q R S T U VWXYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARAS 0.25 12 3X4 4X4 4X5 4X5 4X5 4X5 4X5 3X4 3X4 5"8 34'7"5"8 20'11"13 14'6"3 35'6" 3' 3' 8 " 1 4 Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF #1/#2 Bracing Fasten rated sheathing to one face of this frame. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 334 plf at 0.00 to 334 plf at 35.50 BC: From 10 plf at 0.00 to 10 plf at 35.50 Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.55 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 S 999 240 VERT(CL): 0.004 S 999 180 HORZ(LL):-0.137 U - - HORZ(TL): 0.181 U - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.064 Max BC CSI: 0.033 Max Web CSI: 0.132 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:AG Ply: 1 Qty:2 Wgt: 259.7 lbs SEQN: 332349 / T4 / GABL FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AQ 265 /-/-/74 /26 /92 AR*339 /-/-/44 /8 /- AS 237 /-/-/54 /43 /- Wind reactions based on MWFRS AQ Brg Width = 5.5 Min Req =1.5 AR Brg Width = 415 Min Req =- AS Brg Width = 5.5 Min Req =1.5 Bearings AQ, AR, & AS Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -25 B - C 19 -23 C - D 19 -21 D - E 19 -20 E - F 19 -19 F - G 20 -19 G - H 20 -18 H - I 20 -17 I - J 20 -16 J - K 21 -15 Chords Tens.Comp. K - L 22 -14 L - M 23 -13 M - N 23 -13 N - O 24 -13 O - P 26 -12 P - Q 27 -12 Q - R 28 -12 R - S 29 -12 S - T 31 -11 T - U 32 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AQ-AP 76 -76 AP-AO 76 -76 AO-AN 76 -76 AN-AM 76 -76 AM-AL 76 -76 AL-AK 76 -76 AK-AJ 76 -76 AJ-AI 76 -76 AI-AH 76 -76 AH-AG 76 -76 AG-AF 76 -76 Chords Tens.Comp. AF-AE 76 -76 AE-AD 76 -75 AD-AC 76 -75 AC-AB 76 -75 AB-AA 76 -75 AA- Z 76 -75 Z - Y 76 -75 Y - X 76 -75 X - W 76 -75 W - V 76 -75 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. A -AQ 42 -249 B -AP 86 -658 C -AO 38 -678 D -AN 36 -668 F -AL 36 -669 G -AK 36 -667 H -AJ 36 -668 I -AI 36 -668 J -AH 36 -668 K -AF 36 -667 Gables Tens.Comp. L -AE 36 -668 N -AD 36 -669 O -AC 36 -667 P -AB 36 -668 Q -AA 36 -668 R - Y 36 -667 S - X 38 -680 T - W 51 -672 U - V 43 -237 **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' A B C D E F G H I J K L M N O P Q R S T U VWXYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARAS 0.25 12 3X4 4X4 4X5 4X5 4X5 4X5 4X5 3X4 3X4 5"8 34'7"5"8 20'11"13 14'6"3 35'6" 3' 3' 8 " 1 4 Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.001 B 999 180 HORZ(LL): 0.001 B - - HORZ(TL): 0.001 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.081 Max BC CSI: 0.019 Max Web CSI: 0.067 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E1 Ply: 1 Qty:64 Wgt: 22.4 lbs SEQN: 332488 / T5 / MONO FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*144 /-/-/45 /8 /39 Wind reactions based on MWFRS C Brg Width = 22.5 Min Req =- Bearing D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 -32 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 46 -34 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 171 -125 A - C 138 -138 Webs Tens.Comp. B - C 63 -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 11' A B CD 3X4 3X5 1.5X4 3X5(R) 1'10"8 3' Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.001 B 999 180 HORZ(LL): 0.001 B - - HORZ(TL): 0.001 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.081 Max BC CSI: 0.019 Max Web CSI: 0.067 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E1 Ply: 1 Qty:64 Wgt: 22.4 lbs SEQN: 332488 / T5 / MONO FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*144 /-/-/45 /8 /39 Wind reactions based on MWFRS C Brg Width = 22.5 Min Req =- Bearing D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 -32 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 46 -34 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 171 -125 A - C 138 -138 Webs Tens.Comp. B - C 63 -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 11' A B CD 3X4 3X5 1.5X4 3X5(R) 1'10"8 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 IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E1 Ply: 1 Qty:64 Wgt: 22.4 lbs SEQN: 332488 / T5 / MONO FROM: GLD Page 2 of 2 DRW: .../...08/28/2019 **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 Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.001 B 999 180 HORZ(LL): 0.002 B - - HORZ(TL): 0.002 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.081 Max BC CSI: 0.019 Max Web CSI: 0.103 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E2 Ply: 1 Qty:57 Wgt: 22.4 lbs SEQN: 332483 / T13 / FLAT FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*144 /-/-/45 /8 /51 Wind reactions based on MWFRS C Brg Width = 22.5 Min Req =- Bearing D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 60 -42 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 60 -44 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 243 -143 A - C 214 -214 Webs Tens.Comp. B - C 65 -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 11' A B CD 3X4 3X5 1.5X4 3X5(R) 1'10"8 3' 8 " 1 4 Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.001 B 999 180 HORZ(LL): 0.002 B - - HORZ(TL): 0.002 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.081 Max BC CSI: 0.019 Max Web CSI: 0.103 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E2 Ply: 1 Qty:57 Wgt: 22.4 lbs SEQN: 332483 / T13 / FLAT FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*144 /-/-/45 /8 /51 Wind reactions based on MWFRS C Brg Width = 22.5 Min Req =- Bearing D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 60 -42 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 60 -44 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 243 -143 A - C 214 -214 Webs Tens.Comp. B - C 65 -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 11' A B CD 3X4 3X5 1.5X4 3X5(R) 1'10"8 3' 8 " 1 4 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 IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E2 Ply: 1 Qty:57 Wgt: 22.4 lbs SEQN: 332483 / T13 / FLAT FROM: GLD Page 2 of 2 DRW: .../...08/28/2019 **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 Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.001 B 999 180 HORZ(LL): 0.001 B - - HORZ(TL): 0.001 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.081 Max BC CSI: 0.019 Max Web CSI: 0.067 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E3 Ply: 1 Qty:9 Wgt: 22.4 lbs SEQN: 332494 / T10 / SPEC FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*144 /-/-/45 /8 /39 Wind reactions based on MWFRS C Brg Width = 22.5 Min Req =- Bearing D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 -32 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 46 -34 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 171 -125 A - C 138 -138 Webs Tens.Comp. B - C 63 -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 11' A B CD 3X4 3X5 1.5X4 3X5(R) 1'10"8 3' Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.001 B 999 180 HORZ(LL): 0.001 B - - HORZ(TL): 0.001 B - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.081 Max BC CSI: 0.019 Max Web CSI: 0.067 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E3 Ply: 1 Qty:9 Wgt: 22.4 lbs SEQN: 332494 / T10 / SPEC FROM: GLD Page 1 of 2 DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*144 /-/-/45 /8 /39 Wind reactions based on MWFRS C Brg Width = 22.5 Min Req =- Bearing D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 -32 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 46 -34 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 171 -125 A - C 138 -138 Webs Tens.Comp. B - C 63 -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 11' A B CD 3X4 3X5 1.5X4 3X5(R) 1'10"8 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 IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E3 Ply: 1 Qty:9 Wgt: 22.4 lbs SEQN: 332494 / T10 / SPEC FROM: GLD Page 2 of 2 DRW: .../...08/28/2019 **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 Webs 2x4 SPF #1/#2 Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 240 VERT(CL): 0.001 B 999 180 HORZ(LL):-0.000 C - - HORZ(TL): 0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.082 Max BC CSI: 0.018 Max Web CSI: 0.055 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E4 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 332474 / T8 / GABL FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*144 /-/-/45 /8 /18 Wind reactions based on MWFRS D Brg Width = 49.0 Min Req =- Bearing F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 -32 Chords Tens.Comp. B - C 46 -32 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 46 -34 Chords Tens.Comp. E - D 46 -34 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 105 -110 A - G 94 -94 Webs Tens.Comp. H - D 94 -94 C - D 53 -109 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - B 147 -329 Gables Tens.Comp. E - H 146 -328 **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' A B C D E F G H 3X4 3X4(R) 4'1" 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 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 240 VERT(CL): 0.001 B 999 180 HORZ(LL):-0.000 C - - HORZ(TL): 0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.082 Max BC CSI: 0.018 Max Web CSI: 0.055 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E4 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 332474 / T8 / GABL FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*144 /-/-/45 /8 /18 Wind reactions based on MWFRS D Brg Width = 49.0 Min Req =- Bearing F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 46 -32 Chords Tens.Comp. B - C 46 -32 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 46 -34 Chords Tens.Comp. E - D 46 -34 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 105 -110 A - G 94 -94 Webs Tens.Comp. H - D 94 -94 C - D 53 -109 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - B 147 -329 Gables Tens.Comp. E - H 146 -328 **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' A B C D E F G H 3X4 3X4(R) 4'1" 3' / C u s t : C a s h S a le s - 2 0 1 9S u n r o c _ R e x b u r g _ P iz z a H u t / C u s t : C a s h S a le s - 2 0 1 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 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 240 VERT(CL): 0.002 B 999 180 HORZ(LL):-0.001 C - - HORZ(TL): 0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.081 Max BC CSI: 0.018 Max Web CSI: 0.087 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E5 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 332477 / T1 / GABL FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*144 /-/-/45 /8 /23 Wind reactions based on MWFRS D Brg Width = 49.0 Min Req =- Bearing F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 59 -42 Chords Tens.Comp. B - C 59 -42 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 59 -43 Chords Tens.Comp. E - D 59 -43 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 136 -110 A - G 132 -132 Webs Tens.Comp. H - D 132 -132 C - D 53 -110 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - B 146 -328 Gables Tens.Comp. E - H 146 -327 **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' A B C D E F G H 3X4 3X4(R) 4'1" 3'8 " 7 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 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Uplifts based on an elevation at or above 3000 ft. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:50.00 TCDL:17.00 BCLL: 0.00 BCDL: 5.00 Des Ld:72.00 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: 3.0 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.0 CAT: II Pf: 35.0 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 240 VERT(CL): 0.002 B 999 180 HORZ(LL):-0.001 C - - HORZ(TL): 0.001 C - - VIEW Ver: 18.02.01A.0205.19 Creep Factor: 2.0 Max TC CSI: 0.081 Max BC CSI: 0.018 Max Web CSI: 0.087 Mfg Specified Camber: Job Number:B19-7799 / Cust:Cash Sales - 2019 Truss Label:E5 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 332477 / T1 / GABL FROM: GLD DRW: .../...08/28/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*144 /-/-/45 /8 /23 Wind reactions based on MWFRS D Brg Width = 49.0 Min Req =- Bearing F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 59 -42 Chords Tens.Comp. B - C 59 -42 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 59 -43 Chords Tens.Comp. E - D 59 -43 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 136 -110 A - G 132 -132 Webs Tens.Comp. H - D 132 -132 C - D 53 -110 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - B 146 -328 Gables Tens.Comp. E - H 146 -327 **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' A B C D E F G H 3X4 3X4(R) 4'1" 3'8 " 7