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Home My WebLink AboutTRUSS SPECS - 22-00078 - 341 W 1st N Units 1 & 2 - New Duplex**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 1800f-1.8E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 2]2X4 S 2.25 [54]2X4 S 2.25 Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. End verticals exposed to wind pressure. Deflection meets L/180. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A12030ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z*168 /-/-/39 /24 /5 Wind reactions based on MW FRS Z Brg W id = 360 Min Req =- Bearing AW Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 95 -13 B - C 22 -130 C - D 27 -40 D - E 25 -42 E - F 44 -38 F - G 70 -36 G - H 96 -41 H - I 123 -38 I - J 149 -36 J - K 175 -33 K - L 203 -31 L - M 230 -37 Chords Tens.Comp. M - N 230 -37 N - O 203 -31 O - P 175 -33 P - Q 149 -36 Q - R 123 -38 R - S 96 -41 S - T 76 -36 T - U 55 -41 U - V 37 -47 V - W 37 -53 W -X 32 -130 X - Y 95 -13 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AW-AV 129 -57 AV-AU 157 -70 AU-AT 159 -70 AT-AS 160 -71 AS-AR 161 -71 AR-AQ 162 -71 AQ-AP 163 -72 AP-AO 164 -72 AO-AN 165 -72 AN-AM 166 -73 AM-AL 166 -73 AL-AK 166 -73 Chords Tens.Comp. AK-AJ 166 -73 AJ-AI 165 -73 AI-AH 173 -85 AH-AG 172 -85 AG-AF 171 -85 AF-AE 170 -84 AE-AD 169 -84 AD-AC 168 -83 AC-AB 167 -83 AB-AA 164 -82 AA- Z 129 -58 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AV 190 -140 Webs Tens.Comp. AA- X 198 -140 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. AW- B 189 -576 Gables Tens.Comp. AK- N 106 -276 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.51 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 L 999 360 VERT(CL):0.002 L 999 360 HORZ(LL):-0.002 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.553 Max BC CSI:0.021 Max Web CSI:0.089 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A01 Ply: 1 Qty:2 Wgt: 212.8 lbs SEQN: 7079 / T2 / GABL FROM: DTP Page 1 of 2 DRW: .../...03/16/2022 30' 1'8" 1'4" (TYP) 1'6"4 3"8 3"8 14'11"13 14'8"5 29'8"8 14'8"11 30' 3"8 30' 30'2'2' 14'11"13 14'11"13 15'0"3 0"6 30' 14'11"13 1'2"6'1"1518'2"2 A B C D E F G H I J K L M N O P Q R S T U V W X Y ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAW 4 12 2X4[2] 3X4 3X4 4X5(R) 3X5 3X4 3X4 2X4[54] **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 1800f-1.8E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 2]2X4 S 2.25 [54]2X4 S 2.25 Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. End verticals exposed to wind pressure. Deflection meets L/180. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A12030ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z*168 /-/-/39 /24 /5 Wind reactions based on MW FRS Z Brg W id = 360 Min Req =- Bearing AW Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 95 -13 B - C 22 -130 C - D 27 -40 D - E 25 -42 E - F 44 -38 F - G 70 -36 G - H 96 -41 H - I 123 -38 I - J 149 -36 J - K 175 -33 K - L 203 -31 L - M 230 -37 Chords Tens.Comp. M - N 230 -37 N - O 203 -31 O - P 175 -33 P - Q 149 -36 Q - R 123 -38 R - S 96 -41 S - T 76 -36 T - U 55 -41 U - V 37 -47 V - W 37 -53 W -X 32 -130 X - Y 95 -13 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AW-AV 129 -57 AV-AU 157 -70 AU-AT 159 -70 AT-AS 160 -71 AS-AR 161 -71 AR-AQ 162 -71 AQ-AP 163 -72 AP-AO 164 -72 AO-AN 165 -72 AN-AM 166 -73 AM-AL 166 -73 AL-AK 166 -73 Chords Tens.Comp. AK-AJ 166 -73 AJ-AI 165 -73 AI-AH 173 -85 AH-AG 172 -85 AG-AF 171 -85 AF-AE 170 -84 AE-AD 169 -84 AD-AC 168 -83 AC-AB 167 -83 AB-AA 164 -82 AA- Z 129 -58 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AV 190 -140 Webs Tens.Comp. AA- X 198 -140 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. AW- B 189 -576 Gables Tens.Comp. AK- N 106 -276 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.51 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 L 999 360 VERT(CL):0.002 L 999 360 HORZ(LL):-0.002 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.553 Max BC CSI:0.021 Max Web CSI:0.089 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A01 Ply: 1 Qty:2 Wgt: 212.8 lbs SEQN: 7079 / T2 / GABL FROM: DTP Page 1 of 2 DRW: .../...03/16/2022 30' 1'8" 1'4" (TYP) 1'6"4 3"8 3"8 14'11"13 14'8"5 29'8"8 14'8"11 30' 3"8 30' 30'2'2' 14'11"13 14'11"13 15'0"3 0"6 30' 14'11"13 1'2"6'1"1518'2"2 A B C D E F G H I J K L M N O P Q R S T U V W X Y ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAW 4 12 2X4[2] 3X4 3X4 4X5(R) 3X5 3X4 3X4 2X4[54] **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org AV- C 85 -73 D -AU 84 -203 E -AT 72 -181 F -AS 72 -185 G -AR 72 -230 H -AQ 72 -247 I -AP 72 -247 J -AO 72 -248 K -AN 88 -251 L -AM 106 -276 M -AL 0 -176 AJ- O 88 -251 AH- P 72 -248 AG- Q 72 -247 AF- R 72 -247 AE- S 72 -230 AD- T 72 -185 AC- U 72 -181 AB- V 84 -203 W -AA 85 -73 X - Z 195 -576 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A01 Ply: 1 Qty:2 Wgt: 212.8 lbs SEQN: 7079 / T2 / GABL FROM: DTP Page 2 of 2 DRW: .../...03/16/2022 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; W2,W4 2x4 DF-L #2; Bracing (a) Continuous lateral restraint equally spaced on member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 2]4X6 3.25 R 1.50 [ 4]5X6 2.50 L 3.00 [ 5]4X6 S 1.50 [14]4X6 S 1.50 [15]4X6 2.75 R 1.50 [17]5X6 2.50 R 3.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. End verticals exposed to wind pressure. Deflection meets L/180. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 2258 /-/-/576 /294 /139 H 2258 /-/-/576 /294 /- Wind reactions based on MW FRS L Brg W id = 5.5 Min Req =2.4 (Truss) H Brg W id = 5.5 Min Req =2.4 (Truss) Bearings L & H Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 -14 B - C 161 -274 C - D 851 -3452 Chords Tens.Comp. D - E 852 -3452 E - F 161 -274 F - G 75 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 3458 -782 K - J 2604 -501 Chords Tens.Comp. J - I 2604 -501 I - H 3458 -773 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 275 -678 L - C 828 -3648 C - K 306 -777 K - D 1088 -149 Webs Tens.Comp. D - I 1088 -149 I - E 306 -777 E - H 828 -3648 F - H 275 -678 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.51 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.238 D 999 360 VERT(CL):0.316 D 999 360 HORZ(LL):0.100 F - - HORZ(TL):0.132 F - - Creep Factor: 2.0 Max TC CSI:0.833 Max BC CSI:0.702 Max Web CSI:0.806 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A02 Ply: 1 Qty:17 Wgt: 151.2 lbs SEQN: 7081 / T1 / COMN FROM:DRW: .../...03/16/2022 W2 W4 W4 W2 30' 7'6" 7'6" 14'11"13 7'5"13 22'6" 7'6"3 30' 7'6" 10' 10' 20' 10' 30' 10'2'2' 14'11"13 14'11"13 15'0"3 0"6 30' 14'11"13 1'2"6'1"15(a) (a)(a) (a) 18'2"2 A B C D E F G HIJKL 4 12 4X6[2] 5X6[4] 4X6[5] 3X5 H0508 H0308 3X5 4X6[14] 4X6[15] 5X6[17] **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; W2,W4 2x4 DF-L #2; Bracing (a) Continuous lateral restraint equally spaced on member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 2]4X6 3.25 R 1.50 [ 4]5X6 2.50 L 3.00 [ 5]4X6 S 1.50 [14]4X6 S 1.50 [15]4X6 2.75 R 1.50 [17]5X6 2.50 R 3.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. End verticals exposed to wind pressure. Deflection meets L/180. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 2258 /-/-/576 /294 /139 H 2258 /-/-/576 /294 /- Wind reactions based on MW FRS L Brg W id = 5.5 Min Req =2.4 (Truss) H Brg W id = 5.5 Min Req =2.4 (Truss) Bearings L & H Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 -14 B - C 161 -274 C - D 851 -3452 Chords Tens.Comp. D - E 852 -3452 E - F 161 -274 F - G 75 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 3458 -782 K - J 2604 -501 Chords Tens.Comp. J - I 2604 -501 I - H 3458 -773 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 275 -678 L - C 828 -3648 C - K 306 -777 K - D 1088 -149 Webs Tens.Comp. D - I 1088 -149 I - E 306 -777 E - H 828 -3648 F - H 275 -678 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.51 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.238 D 999 360 VERT(CL):0.316 D 999 360 HORZ(LL):0.100 F - - HORZ(TL):0.132 F - - Creep Factor: 2.0 Max TC CSI:0.833 Max BC CSI:0.702 Max Web CSI:0.806 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A02 Ply: 1 Qty:17 Wgt: 151.2 lbs SEQN: 7081 / T1 / COMN FROM:DRW: .../...03/16/2022 W2 W4 W4 W2 30' 7'6" 7'6" 14'11"13 7'5"13 22'6" 7'6"3 30' 7'6" 10' 10' 20' 10' 30' 10'2'2' 14'11"13 14'11"13 15'0"3 0"6 30' 14'11"13 1'2"6'1"15(a) (a)(a) (a) 18'2"2 A B C D E F G HIJKL 4 12 4X6[2] 5X6[4] 4X6[5] 3X5 H0508 H0308 3X5 4X6[14] 4X6[15] 5X6[17] **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; W2,W4 2x4 DF-L #2; Bracing (a) Continuous lateral restraint equally spaced on member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 3]5X6 2.50 L 3.00 [ 4]4X6 S 1.50 [13]4X6 S 1.50 [14]4X6 2.75 R 1.50 [16]5X6 2.50 R 3.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. End verticals exposed to wind pressure. Deflection meets L/180. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 2013 /-/-/534 /249 /126 G 2266 /-/-/577 /295 /- Wind reactions based on MW FRS K Brg W id = 5.5 Min Req =2.1 (Truss) G Brg W id = 5.5 Min Req =2.4 (Truss) Bearings K & G Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 128 -309 B - C 866 -3504 C - D 858 -3474 Chords Tens.Comp. D - E 160 -274 E - F 75 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 3529 -803 J - I 2625 -505 Chords Tens.Comp. I - H 2625 -505 H - G 3479 -778 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - K 166 -420 K - B 870 -3678 B - J 319 -816 J - C 1129 -162 Webs Tens.Comp. C - H 1089 -150 H - D 306 -777 D - G 833 -3658 E - G 275 -677 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.51 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.239 C 999 360 VERT(CL):0.319 C 999 360 HORZ(LL):0.100 E - - HORZ(TL):0.134 E - - Creep Factor: 2.0 Max TC CSI:0.855 Max BC CSI:0.711 Max Web CSI:0.813 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A03 Ply: 1 Qty:2 Wgt: 148.4 lbs SEQN: 7083 / T3 / COMN FROM:DRW: .../...03/16/2022 W2 W4 W4 W2 30' 7'6" 7'6" 15' 7'6" 22'6" 7'6" 30' 7'6" 10' 10' 20' 10' 30' 10'2' 15' 15' 15'0"3 0"3 30' 14'11"13 1'2"6'1"15(a) (a)(a) (a) 18'2"2 A B C D E F GHIJK 4 12 4X7 5X6[3] 4X6[4] 3X5 H0508 H0308 3X5 4X6[13] 4X6[14] 5X6[16] **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; W2,W4 2x4 DF-L #2; Bracing (a) Continuous lateral restraint equally spaced on member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 3]5X6 2.50 L 3.00 [ 4]4X6 S 1.50 [13]4X6 S 1.50 [14]4X6 2.75 R 1.50 [16]5X6 2.50 R 3.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. End verticals exposed to wind pressure. Deflection meets L/180. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 2013 /-/-/534 /249 /126 G 2266 /-/-/577 /295 /- Wind reactions based on MW FRS K Brg W id = 5.5 Min Req =2.1 (Truss) G Brg W id = 5.5 Min Req =2.4 (Truss) Bearings K & G Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 128 -309 B - C 866 -3504 C - D 858 -3474 Chords Tens.Comp. D - E 160 -274 E - F 75 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 3529 -803 J - I 2625 -505 Chords Tens.Comp. I - H 2625 -505 H - G 3479 -778 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - K 166 -420 K - B 870 -3678 B - J 319 -816 J - C 1129 -162 Webs Tens.Comp. C - H 1089 -150 H - D 306 -777 D - G 833 -3658 E - G 275 -677 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.51 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.239 C 999 360 VERT(CL):0.319 C 999 360 HORZ(LL):0.100 E - - HORZ(TL):0.134 E - - Creep Factor: 2.0 Max TC CSI:0.855 Max BC CSI:0.711 Max Web CSI:0.813 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A03 Ply: 1 Qty:2 Wgt: 148.4 lbs SEQN: 7083 / T3 / COMN FROM:DRW: .../...03/16/2022 W2 W4 W4 W2 30' 7'6" 7'6" 15' 7'6" 22'6" 7'6" 30' 7'6" 10' 10' 20' 10' 30' 10'2' 15' 15' 15'0"3 0"3 30' 14'11"13 1'2"6'1"15(a) (a)(a) (a) 18'2"2 A B C D E F GHIJK 4 12 4X7 5X6[3] 4X6[4] 3X5 H0508 H0308 3X5 4X6[13] 4X6[14] 5X6[16] **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L #2; W2,W3,W6 2x4 DF-L Standard; Bracing (a) Continuous lateral restraint equally spaced on member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]4X4 S 1.50 [16]4X5 S 1.50 [17]4X5 2.25 R 1.50 [19]5X5 2.00 R 3.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. Right end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 2379 /-/-/680 /265 /122 H 1993 /-/-/503 /251 /- Wind reactions based on MW FRS L Brg W id = 5.5 Min Req =2.5 (Truss) H Brg W id = 5.5 Min Req =2.1 (Truss) Bearings L & H Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 802 -313 B - C 673 -196 C - D 453 -1606 Chords Tens.Comp. D - E 646 -2743 E - F 159 -260 F - G 75 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 315 -670 L - K 1047 -232 K - J 1693 -305 Chords Tens.Comp. J - I 1693 -305 I - H 2918 -595 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 192 -452 M - L 262 -583 L - C 594 -2447 C - K 757 -60 K - D 191 -567 Webs Tens.Comp. D - I 1164 -162 I - E 328 -837 E - H 633 -3070 F - H 275 -673 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.51 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.130 E 999 304 VERT(CL):0.186 E 999 304 HORZ(LL):0.057 F - - HORZ(TL):0.080 F - - Creep Factor: 2.0 Max TC CSI:0.831 Max BC CSI:0.656 Max Web CSI:0.883 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A04 Ply: 1 Qty:4 Wgt: 148.4 lbs SEQN: 7085 / T4 / COMN FROM: DTP DRW: .../...03/16/2022 W2 W3 W3 W6 4'4"25'8" 4'4" 4'4" 7'7"2 3'3"2 15' 7'4"14 22'3"13 7'3"13 30' 7'8"3 4'4" 4'4" 10' 5'8" 20' 10' 30' 10'2' 15' 15' 15'0"3 0"3 30' 14'11"13 4'4" 4'4" 30' 25'8" 30'2'7"51'2"6'1"158" (a) 18'2"2 A B C D E F G HIJK L M 4 12 3X4(B1) 1.5X3 3X4 3X6(R) 4X4[7] 3X4 H0508 3X4 3X5 4X5[16] 4X5[17] 5X5[19] **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L #2; W2,W3,W6 2x4 DF-L Standard; Bracing (a) Continuous lateral restraint equally spaced on member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]4X4 S 1.50 [16]4X5 S 1.50 [17]4X5 2.25 R 1.50 [19]5X5 2.00 R 3.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. Right end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 2379 /-/-/680 /265 /122 H 1993 /-/-/503 /251 /- Wind reactions based on MW FRS L Brg W id = 5.5 Min Req =2.5 (Truss) H Brg W id = 5.5 Min Req =2.1 (Truss) Bearings L & H Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 802 -313 B - C 673 -196 C - D 453 -1606 Chords Tens.Comp. D - E 646 -2743 E - F 159 -260 F - G 75 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 315 -670 L - K 1047 -232 K - J 1693 -305 Chords Tens.Comp. J - I 1693 -305 I - H 2918 -595 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 192 -452 M - L 262 -583 L - C 594 -2447 C - K 757 -60 K - D 191 -567 Webs Tens.Comp. D - I 1164 -162 I - E 328 -837 E - H 633 -3070 F - H 275 -673 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.51 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.130 E 999 304 VERT(CL):0.186 E 999 304 HORZ(LL):0.057 F - - HORZ(TL):0.080 F - - Creep Factor: 2.0 Max TC CSI:0.831 Max BC CSI:0.656 Max Web CSI:0.883 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:A04 Ply: 1 Qty:4 Wgt: 148.4 lbs SEQN: 7085 / T4 / COMN FROM: DTP DRW: .../...03/16/2022 W2 W3 W3 W6 4'4"25'8" 4'4" 4'4" 7'7"2 3'3"2 15' 7'4"14 22'3"13 7'3"13 30' 7'8"3 4'4" 4'4" 10' 5'8" 20' 10' 30' 10'2' 15' 15' 15'0"3 0"3 30' 14'11"13 4'4" 4'4" 30' 25'8" 30'2'7"51'2"6'1"158" (a) 18'2"2 A B C D E F G HIJK L M 4 12 3X4(B1) 1.5X3 3X4 3X6(R) 4X4[7] 3X4 H0508 3X4 3X5 4X5[16] 4X5[17] 5X5[19] **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 1800f-1.8E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; Plating Notes All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A12030ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 967 /-/-/226 /226 /44 F 967 /-/-/226 /226 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) F Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & F Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 82 0 B - C 527 -970 C - D 564 -911 Chords Tens.Comp. D - E 563 -911 E - F 527 -970 F - G 82 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 862 -365 J - I 857 -359 Chords Tens.Comp. I - H 857 -359 H - F 862 -364 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 140 -181 D - I 251 -148 Gables Tens.Comp. H - E 140 -181 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.67 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.038 J 999 240 VERT(CL):0.049 J 999 180 HORZ(LL):0.010 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.292 Max BC CSI:0.278 Max Web CSI:0.111 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:B01 Ply: 1 Qty:1 Wgt: 42.0 lbs SEQN: 7064 / T6 / GABL FROM: DTP DRW: .../...03/16/2022 8'11" 3'1"8 1'4" (TYP) 4'5"8 4'5"8 8'11" 4'5"8 8'11" 8'11"1'5"13 1'5"13 4'5"8 4'5"8 8'11" 4'5"8 3"151'9"122'3"718'10"2A B C D E F G HIJ 4 12 3X4(A1) 4X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 1800f-1.8E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; Plating Notes All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A12030ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 967 /-/-/226 /226 /44 F 967 /-/-/226 /226 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) F Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & F Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 82 0 B - C 527 -970 C - D 564 -911 Chords Tens.Comp. D - E 563 -911 E - F 527 -970 F - G 82 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 862 -365 J - I 857 -359 Chords Tens.Comp. I - H 857 -359 H - F 862 -364 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 140 -181 D - I 251 -148 Gables Tens.Comp. H - E 140 -181 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.67 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.038 J 999 240 VERT(CL):0.049 J 999 180 HORZ(LL):0.010 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.292 Max BC CSI:0.278 Max Web CSI:0.111 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:B01 Ply: 1 Qty:1 Wgt: 42.0 lbs SEQN: 7064 / T6 / GABL FROM: DTP DRW: .../...03/16/2022 8'11" 3'1"8 1'4" (TYP) 4'5"8 4'5"8 8'11" 4'5"8 8'11" 8'11"1'5"13 1'5"13 4'5"8 4'5"8 8'11" 4'5"8 3"151'9"122'3"718'10"2A B C D E F G HIJ 4 12 3X4(A1) 4X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 1800f-1.8E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 921 /-/-/211 /94 /39 D 921 /-/-/211 /94 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & D Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 0 B - C 462 -918 Chords Tens.Comp. C - D 461 -918 D - E 75 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 811 -304 Chords Tens.Comp. F - D 811 -304 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 176 0 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.67 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 F 999 240 VERT(CL):0.027 F 999 180 HORZ(LL):0.006 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.274 Max BC CSI:0.197 Max Web CSI:0.071 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:B02 Ply: 1 Qty:3 Wgt: 39.2 lbs SEQN: 7066 / T5 / COMN FROM: DTP DRW: .../...03/16/2022 8'11" 4'5"8 4'5"8 8'11" 4'5"8 4'5"8 4'5"8 8'11" 4'5"81'5"13 1'5"13 4'5"8 4'5"8 8'11" 4'5"8 3"151'9"122'3"718'10"2A B C D E F 4 12 3X4(A1) 4X4 1.5X3 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 1800f-1.8E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 921 /-/-/211 /94 /39 D 921 /-/-/211 /94 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & D Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 0 B - C 462 -918 Chords Tens.Comp. C - D 461 -918 D - E 75 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 811 -304 Chords Tens.Comp. F - D 811 -304 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 176 0 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.67 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 F 999 240 VERT(CL):0.027 F 999 180 HORZ(LL):0.006 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.274 Max BC CSI:0.197 Max Web CSI:0.071 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:B02 Ply: 1 Qty:3 Wgt: 39.2 lbs SEQN: 7066 / T5 / COMN FROM: DTP DRW: .../...03/16/2022 8'11" 4'5"8 4'5"8 8'11" 4'5"8 4'5"8 4'5"8 8'11" 4'5"81'5"13 1'5"13 4'5"8 4'5"8 8'11" 4'5"8 3"151'9"122'3"718'10"2A B C D E F 4 12 3X4(A1) 4X4 1.5X3 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 1800f-1.8E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 665 /-/-/159 /65 /20 C 665 /-/-/159 /65 /- Wind reactions based on MW FRS A Brg W id = 5.5 Min Req =1.5 (Truss) C Brg W id = 5.5 Min Req =1.5 (Truss) Bearings A & C Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 574 -1062 Chords Tens.Comp. B - C 574 -1062 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 954 -472 Chords Tens.Comp. D - C 954 -472 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 183 0 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.92 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 D 999 240 VERT(CL):0.029 D 999 180 HORZ(LL):0.008 A - - HORZ(TL):0.011 A - - Creep Factor: 2.0 Max TC CSI:0.316 Max BC CSI:0.290 Max Web CSI:0.074 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:B03 Ply: 1 Qty:1 Wgt: 30.8 lbs SEQN: 7068 / T9 / COMN FROM: DTP DRW: .../...03/16/2022 8'11" 4'5"8 4'5"8 8'11" 4'5"8 4'5"8 4'5"8 8'11" 4'5"8 4'5"8 4'5"8 8'11" 4'5"8 3"151'9"1218'10"2 A B C D 4 12 3X4(A1) 4X4 1.5X3 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 DF-L 1800f-1.8E; Bot chord: 2x4 DF-L 1800f-1.8E; Webs: 2x4 DF-L Standard; Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 665 /-/-/159 /65 /20 C 665 /-/-/159 /65 /- Wind reactions based on MW FRS A Brg W id = 5.5 Min Req =1.5 (Truss) C Brg W id = 5.5 Min Req =1.5 (Truss) Bearings A & C Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 574 -1062 Chords Tens.Comp. B - C 574 -1062 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 954 -472 Chords Tens.Comp. D - C 954 -472 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 183 0 Loading Criteria (psf) TCLL:50.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:67.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:120 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.92 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 50.0 Ct: 1.1 CAT: II Pf: 50.0(specified)Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2018 TPI Std:2014 Rep Fac: Yes FT/RT/PT:6(0)/3(0)/1(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 D 999 240 VERT(CL):0.029 D 999 180 HORZ(LL):0.008 A - - HORZ(TL):0.011 A - - Creep Factor: 2.0 Max TC CSI:0.316 Max BC CSI:0.290 Max Web CSI:0.074 Mfg Specified Camber: VIEW Ver: 21.02.00B.1108.20 Job Number:2202287ECS Owen/ Mike Nef Truss Label:B03 Ply: 1 Qty:1 Wgt: 30.8 lbs SEQN: 7068 / T9 / COMN FROM: DTP DRW: .../...03/16/2022 8'11" 4'5"8 4'5"8 8'11" 4'5"8 4'5"8 4'5"8 8'11" 4'5"8 4'5"8 4'5"8 8'11" 4'5"8 3"151'9"1218'10"2 A B C D 4 12 3X4(A1) 4X4 1.5X3 3X4(A1)