Loading...
893 Amberjack Ln RES24-0285 truss drawings**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others (H13) = (J) Special hanger required (2)2x6 SP #1 supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 495 /- /- /296 /29 /108 F 384 /- /- /233 /49 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) F Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 108 -478 Chords Tens. Comp. C - D 38 -68 D - E 0 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 411 -204 Chords Tens. Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 226 - 456 Webs Tens. Comp. D - G 89 - 105 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 B 999 240 VERT(CL): 0.032 B 999 240 HORZ(LL): 0.008 B - - HORZ(TL): 0.015 B - - Creep Factor: 2.0 Max TC CSI: 0.448 Max BC CSI: 0.482 Max Web CSI: 0.187 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E17 9'8" End Jack Ply: 1 Qty: 31 Wgt: 46.2 lbs SEQN: 20670 / T40 / EJAC FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 9'8" (J) 5'1"14 5'1"14 9'5"4 4'3"6 9'8" 2"12 9'3"8 9'3"8 9'8" 4"8 1'6" 4"1 4'4"64'11"1HB 1" A B C D E FG 5 12 2X4(A1) 1.5X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others (H13) = (J) Special hanger required (2)2x6 SP #1 supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 495 /- /- /296 /29 /108 F 384 /- /- /233 /49 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) F Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 108 -478 Chords Tens. Comp. C - D 38 -68 D - E 0 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 411 -204 Chords Tens. Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 226 - 456 Webs Tens. Comp. D - G 89 - 105 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 B 999 240 VERT(CL): 0.032 B 999 240 HORZ(LL): 0.008 B - - HORZ(TL): 0.015 B - - Creep Factor: 2.0 Max TC CSI: 0.448 Max BC CSI: 0.482 Max Web CSI: 0.187 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E17 9'8" End Jack Ply: 1 Qty: 31 Wgt: 46.2 lbs SEQN: 20670 / T40 / EJAC FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 9'8" (J) 5'1"14 5'1"14 9'5"4 4'3"6 9'8" 2"12 9'3"8 9'3"8 9'8" 4"8 1'6" 4"1 4'4"64'11"1HB 1" A B C D E FG 5 12 2X4(A1) 1.5X4 1.5X4 4X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 415 /- /- /250 /28 /87 D 91 /- /- /76 /- /- C 202 /- /- /101 /61 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 78 -95 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.019 B - - HORZ(TL): 0.038 B - - Creep Factor: 2.0 Max TC CSI: 0.847 Max BC CSI: 0.509 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E4 7'6"15 Jack Ply: 1 Qty: 6 Wgt: 25.2 lbs SEQN: 20671 / T36 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 7'6"15 7'6"151'6" 4"1 3'5"154'0"10A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 415 /- /- /250 /28 /87 D 91 /- /- /76 /- /- C 202 /- /- /101 /61 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 78 -95 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.019 B - - HORZ(TL): 0.038 B - - Creep Factor: 2.0 Max TC CSI: 0.847 Max BC CSI: 0.509 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E4 7'6"15 Jack Ply: 1 Qty: 6 Wgt: 25.2 lbs SEQN: 20671 / T36 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 7'6"15 7'6"151'6" 4"1 3'5"154'0"10A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1855 /- /- /1049 /- /179 H 1855 /- /- /1049 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) H Brg Wid = 5.5 Min Req = 2.2 (Truss) Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 406 -3789 C - D 422 -3610 D - E 394 -2759 Chords Tens. Comp. E - F 394 - 2759 F - G 422 -3610 G - H 406 -3789 H - I 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3423 -312 M - L 2769 -223 L - K 2092 - 111 Chords Tens. Comp. K - J 2769 -218 J - H 3423 -307 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 139 - 403 M - D 724 -51 D - L 179 - 710 L - E 896 -87 Webs Tens. Comp. E - K 896 -87 K - F 179 - 710 F - J 724 -51 J - G 139 - 403 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.282 L 999 240 VERT(CL): 0.567 L 911 240 HORZ(LL): 0.100 H - - HORZ(TL): 0.200 H - - Creep Factor: 2.0 Max TC CSI: 0.921 Max BC CSI: 0.956 Max Web CSI: 0.571 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E13 43'4" Common Ply: 1 Qty: 4 Wgt: 224.0 lbs SEQN: 20673 / T34 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 T2 T1 B1 B2 B1 W1 W2 W3 W4 W4 W3 W2 W1 43'4" 7'7"14 7'7"14 14'7"9 6'11"11 21'8" 7'0"7 28'8"7 7'0"7 35'8"2 6'11"11 43'4" 7'7"14 9'0"11 9'0"11 17'5"9 8'4"14 25'10"7 8'4"14 34'3"5 8'4"14 43'4" 9'0"111'6"1'6" 4"19'4"69'11"1A B C D E F G H I JKLM 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 5X6 5X6 5X6 3X4 1.5X4 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1855 /- /- /1049 /- /179 H 1855 /- /- /1049 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) H Brg Wid = 5.5 Min Req = 2.2 (Truss) Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 406 -3789 C - D 422 -3610 D - E 394 -2759 Chords Tens. Comp. E - F 394 - 2759 F - G 422 -3610 G - H 406 -3789 H - I 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3423 -312 M - L 2769 -223 L - K 2092 - 111 Chords Tens. Comp. K - J 2769 -218 J - H 3423 -307 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 139 - 403 M - D 724 -51 D - L 179 - 710 L - E 896 -87 Webs Tens. Comp. E - K 896 -87 K - F 179 - 710 F - J 724 -51 J - G 139 - 403 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.282 L 999 240 VERT(CL): 0.567 L 911 240 HORZ(LL): 0.100 H - - HORZ(TL): 0.200 H - - Creep Factor: 2.0 Max TC CSI: 0.921 Max BC CSI: 0.956 Max Web CSI: 0.571 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E13 43'4" Common Ply: 1 Qty: 4 Wgt: 224.0 lbs SEQN: 20673 / T34 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 T2 T1 B1 B2 B1 W1 W2 W3 W4 W4 W3 W2 W1 43'4" 7'7"14 7'7"14 14'7"9 6'11"11 21'8" 7'0"7 28'8"7 7'0"7 35'8"2 6'11"11 43'4" 7'7"14 9'0"11 9'0"11 17'5"9 8'4"14 25'10"7 8'4"14 34'3"5 8'4"14 43'4" 9'0"111'6"1'6" 4"19'4"69'11"1A B C D E F G H I JKLM 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 5X6 5X6 5X6 3X4 1.5X4 4X6(A2) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP SS Dense supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1861 /- /- /1029 /161 /98 I 1767 /- /- /963 /142 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 653 -3864 C - D 659 -3429 D - E 810 -3899 Chords Tens. Comp. E - F 821 - 3923 F - G 822 -3925 G - H 667 -3441 H - I 672 - 3906 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3499 -578 O - N 3497 - 580 N - M 3104 - 509 M - L 3925 -683 Chords Tens. Comp. L - K 3114 - 522 K - J 3539 -573 J - I 3542 -571 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 91 0 C - N 81 -419 N - D 329 0 D - M 990 - 215 M - E 200 -456 E - L 60 -55 Webs Tens. Comp. L - G 1002 - 222 F - L 224 -451 G - K 344 0 K - H 92 -455 H - J 98 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.384 F 999 240 VERT(CL): 0.778 F 664 240 HORZ(LL): 0.119 I - - HORZ(TL): 0.240 I - - Creep Factor: 2.0 Max TC CSI: 0.764 Max BC CSI: 0.953 Max Web CSI: 0.276 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E6 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 219.8 lbs SEQN: 20675 / T25 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 B2 B3 B1 W1 W2 W3 W4 W5 W4 W5 W4 W3 W2 W1 43'4" (J) 6'3"10 6'3"10 11'8" 5'4"6 18'5"3 6'9"3 25'0"9 6'7"7 31'8" 6'7"7 37'0"6 5'4"6 43'4" 6'3"10 6'1"14 6'1"14 11'4"8 5'2"10 18'1"11 6'9"3 25'0"9 6'10"15 31'11"8 6'10"15 37'2"2 5'2"10 43'4" 6'1"141'6" 4"15'2"65'9"1(a) DT -1"10 A B C D EFG H I JKLMNO 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 3X4 3X4 1.5X4 5X8 5X5 5X6 3X4 1.5X4 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP SS Dense supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1861 /- /- /1029 /161 /98 I 1767 /- /- /963 /142 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 653 -3864 C - D 659 -3429 D - E 810 -3899 Chords Tens. Comp. E - F 821 - 3923 F - G 822 -3925 G - H 667 -3441 H - I 672 - 3906 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3499 -578 O - N 3497 - 580 N - M 3104 - 509 M - L 3925 -683 Chords Tens. Comp. L - K 3114 - 522 K - J 3539 -573 J - I 3542 -571 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 91 0 C - N 81 -419 N - D 329 0 D - M 990 - 215 M - E 200 -456 E - L 60 -55 Webs Tens. Comp. L - G 1002 - 222 F - L 224 -451 G - K 344 0 K - H 92 -455 H - J 98 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.384 F 999 240 VERT(CL): 0.778 F 664 240 HORZ(LL): 0.119 I - - HORZ(TL): 0.240 I - - Creep Factor: 2.0 Max TC CSI: 0.764 Max BC CSI: 0.953 Max Web CSI: 0.276 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E6 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 219.8 lbs SEQN: 20675 / T25 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 B2 B3 B1 W1 W2 W3 W4 W5 W4 W5 W4 W3 W2 W1 43'4" (J) 6'3"10 6'3"10 11'8" 5'4"6 18'5"3 6'9"3 25'0"9 6'7"7 31'8" 6'7"7 37'0"6 5'4"6 43'4" 6'3"10 6'1"14 6'1"14 11'4"8 5'2"10 18'1"11 6'9"3 25'0"9 6'10"15 31'11"8 6'10"15 37'2"2 5'2"10 43'4" 6'1"141'6" 4"15'2"65'9"1(a) DT -1"10 A B C D EFG H I JKLMNO 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 3X4 3X4 1.5X4 5X8 5X5 5X6 3X4 1.5X4 4X6(A2) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 209 /- /- /142 /41 /- D 22 /- /- /22 /- /- C 41 /- /- /22 /13 /34 Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 116 -38 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 273 -187 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.001 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.171 Max BC CSI: 0.026 Max Web CSI: 0.048 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:B 2'2"15 Jack Ply: 1 Qty: 4 Wgt: 14.0 lbs SEQN: 20676 / T15 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 2'2"15 2'2"151'6"2'4"13'3"5HB 1'11"7 A B C DE 5 12 1.5X4 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 209 /- /- /142 /41 /- D 22 /- /- /22 /- /- C 41 /- /- /22 /13 /34 Wind reactions based on MWFRS E Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 116 -38 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 273 -187 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.001 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.171 Max BC CSI: 0.026 Max Web CSI: 0.048 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:B 2'2"15 Jack Ply: 1 Qty: 4 Wgt: 14.0 lbs SEQN: 20676 / T15 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 2'2"15 2'2"151'6"2'4"13'3"5HB 1'11"7 A B C DE 5 12 1.5X4 3X5 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 356 /- /- /217 /27 /72 D 70 /- /- /59 /- /- C 159 /- /- /79 /48 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 61 -69 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.009 B - - HORZ(TL): 0.018 B - - Creep Factor: 2.0 Max TC CSI: 0.501 Max BC CSI: 0.307 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A2 6'0"15 Jack Ply: 1 Qty: 4 Wgt: 23.8 lbs SEQN: 20677 / T6 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 6'0"15 6'0"151'6" 4"1 2'10"73'5"2A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 356 /- /- /217 /27 /72 D 70 /- /- /59 /- /- C 159 /- /- /79 /48 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 61 -69 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.009 B - - HORZ(TL): 0.018 B - - Creep Factor: 2.0 Max TC CSI: 0.501 Max BC CSI: 0.307 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A2 6'0"15 Jack Ply: 1 Qty: 4 Wgt: 23.8 lbs SEQN: 20677 / T6 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 6'0"15 6'0"151'6" 4"1 2'10"73'5"2A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 337 /- /- /206 /26 /67 D 63 /- /- /54 /- /- C 144 /- /- /71 /43 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 55 -74 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.007 B - - HORZ(TL): 0.013 B - - Creep Factor: 2.0 Max TC CSI: 0.405 Max BC CSI: 0.250 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E3 5'6"15 Jack Ply: 1 Qty: 6 Wgt: 19.6 lbs SEQN: 20679 / T37 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 5'6"15 5'6"151'6" 4"1 2'7"153'2"10A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 337 /- /- /206 /26 /67 D 63 /- /- /54 /- /- C 144 /- /- /71 /43 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 55 -74 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.007 B - - HORZ(TL): 0.013 B - - Creep Factor: 2.0 Max TC CSI: 0.405 Max BC CSI: 0.250 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E3 5'6"15 Jack Ply: 1 Qty: 6 Wgt: 19.6 lbs SEQN: 20679 / T37 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 5'6"15 5'6"151'6" 4"1 2'7"153'2"10A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP SS Dense; B2,B3 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP #2 supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1857 /- /- /1049 /- /156 I 1764 /- /- /983 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.9 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 505 -3803 C - D 469 -3489 D - E 443 -2602 Chords Tens. Comp. E - F 442 - 2316 F - G 441 -2592 G - H 473 -3511 H - I 511 - 3836 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3441 -435 M - L 2897 -352 L - K 2313 - 240 Chords Tens. Comp. K - J 2902 -334 J - I 3477 -424 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 130 - 388 M - D 525 0 D - L 149 - 759 L - E 643 -38 E - K 115 -111 Webs Tens. Comp. F - K 637 -51 K - G 151 - 769 G - J 553 0 J - H 146 - 411 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.263 L 999 240 VERT(CL): 0.533 L 969 240 HORZ(LL): 0.091 I - - HORZ(TL): 0.185 I - - Creep Factor: 2.0 Max TC CSI: 0.776 Max BC CSI: 0.923 Max Web CSI: 0.252 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E10 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 236.6 lbs SEQN: 20681 / T29 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 T4 T5 B1 B2 B3 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 43'4" (J) 6'11"8 6'11"8 13'3"15 6'4"7 19'8" 6'4"1 23'8" 4' 30'0"7 6'4"7 36'4"2 6'3"11 43'4" 6'11"14 10'1"14 10'1"14 19'4"8 9'2"10 23'9"12 4'5"4 33'2"2 9'4"6 43'4" 10'1"141'6" 4"18'6"69'1"1(a)(a) DT -1"10 A B C D E F G H I JKLM 5 12 4X6(A2) 5X5 5X6 3X4 3X4 5X6 5X6 5X8 5X6 5X6 1.5X4 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP SS Dense; B2,B3 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP #2 supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1857 /- /- /1049 /- /156 I 1764 /- /- /983 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.9 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 505 -3803 C - D 469 -3489 D - E 443 -2602 Chords Tens. Comp. E - F 442 - 2316 F - G 441 -2592 G - H 473 -3511 H - I 511 - 3836 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3441 -435 M - L 2897 -352 L - K 2313 - 240 Chords Tens. Comp. K - J 2902 -334 J - I 3477 -424 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 130 - 388 M - D 525 0 D - L 149 - 759 L - E 643 -38 E - K 115 -111 Webs Tens. Comp. F - K 637 -51 K - G 151 - 769 G - J 553 0 J - H 146 - 411 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.263 L 999 240 VERT(CL): 0.533 L 969 240 HORZ(LL): 0.091 I - - HORZ(TL): 0.185 I - - Creep Factor: 2.0 Max TC CSI: 0.776 Max BC CSI: 0.923 Max Web CSI: 0.252 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E10 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 236.6 lbs SEQN: 20681 / T29 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 T4 T5 B1 B2 B3 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 43'4" (J) 6'11"8 6'11"8 13'3"15 6'4"7 19'8" 6'4"1 23'8" 4' 30'0"7 6'4"7 36'4"2 6'3"11 43'4" 6'11"14 10'1"14 10'1"14 19'4"8 9'2"10 23'9"12 4'5"4 33'2"2 9'4"6 43'4" 10'1"141'6" 4"18'6"69'1"1(a)(a) DT -1"10 A B C D E F G H I JKLM 5 12 4X6(A2) 5X5 5X6 3X4 3X4 5X6 5X6 5X8 5X6 5X6 1.5X4 4X6(A2) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 247 /- /- /155 /27 /42 D 27 /- /- /27 /- /- C66 /- /- /31 /21 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 26 -34 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.133 Max BC CSI: 0.039 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:D3 3'1" End Jack Ply: 1 Qty: 3 Wgt: 12.6 lbs SEQN: 20682 / T23 / EJAC FROM:DRW: ... / ... 08/20/2024 T1 B1 3'1" 3'1"1'6" 4"1 1'7"72'2"2A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 247 /- /- /155 /27 /42 D 27 /- /- /27 /- /- C66 /- /- /31 /21 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 26 -34 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.133 Max BC CSI: 0.039 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:D3 3'1" End Jack Ply: 1 Qty: 3 Wgt: 12.6 lbs SEQN: 20682 / T23 / EJAC FROM:DRW: ... / ... 08/20/2024 T1 B1 3'1" 3'1"1'6" 4"1 1'7"72'2"2A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 81 /- /- /39 /- /3 Wind reactions based on MWFRS E Brg Wid = 94.8 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 218 -71 Chords Tens. Comp. B - C 218 -81 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 107 -170 Chords Tens. Comp. D - C 107 - 170 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 167 -315 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.77 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 A 999 240 VERT(CL): 0.015 A 999 240 HORZ(LL): -0.003 C - - HORZ(TL): 0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.168 Max BC CSI: 0.133 Max Web CSI: 0.035 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F1 7'10"13 Valley Ply: 1 Qty: 1 Wgt: 25.2 lbs SEQN: 20684 / T42 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T1 B1 W1 7'10"13 3'11"6 3'11"6 7'10"13 3'11"6 3'11"6 3'11"6 7'10"13 3'11"6 0"41'8"A B C D E 5 12 3X4(D1) 4X4 1.5X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 81 /- /- /39 /- /3 Wind reactions based on MWFRS E Brg Wid = 94.8 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 218 -71 Chords Tens. Comp. B - C 218 -81 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 107 -170 Chords Tens. Comp. D - C 107 - 170 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 167 -315 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.77 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 A 999 240 VERT(CL): 0.015 A 999 240 HORZ(LL): -0.003 C - - HORZ(TL): 0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.168 Max BC CSI: 0.133 Max Web CSI: 0.035 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F1 7'10"13 Valley Ply: 1 Qty: 1 Wgt: 25.2 lbs SEQN: 20684 / T42 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T1 B1 W1 7'10"13 3'11"6 3'11"6 7'10"13 3'11"6 3'11"6 3'11"6 7'10"13 3'11"6 0"41'8"A B C D E 5 12 3X4(D1) 4X4 1.5X4 3X4(D1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 214 /- /- /140 /37 /27 D - /0 /- /13 /3 /- C 4 /- /- /15 /12 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 7 -22 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.159 Max BC CSI: 0.033 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E1 1'6"15 Jack Ply: 1 Qty: 6 Wgt: 8.4 lbs SEQN: 20685 / T39 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 1'6"15 1'6"151'6" 4"1 11"151'6"10A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 214 /- /- /140 /37 /27 D - /0 /- /13 /3 /- C 4 /- /- /15 /12 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 7 -22 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.159 Max BC CSI: 0.033 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E1 1'6"15 Jack Ply: 1 Qty: 6 Wgt: 8.4 lbs SEQN: 20685 / T39 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 1'6"15 1'6"151'6" 4"1 11"151'6"10A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP #2 supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1861 /- /- /1037 /45 /112 I 1767 /- /- /971 /36 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 632 -3838 C - D 616 -3235 D - E 702 -3333 Chords Tens. Comp. E - F 710 - 3348 F - G 711 -3350 G - H 622 -3244 H - I 640 - 3872 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3470 -553 O - N 3467 - 556 N - M 2905 - 462 M - L 3350 -556 Chords Tens. Comp. L - K 2911 - 459 K - J 3502 -546 J - I 3505 -544 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 127 0 C - N 105 - 605 N - D 396 0 D - M 634 - 157 M - E 172 -364 E - L 59 -55 Webs Tens. Comp. F - L 188 -358 L - G 641 - 161 G - K 408 0 K - H 114 - 637 H - J 135 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.327 F 999 240 VERT(CL): 0.663 F 779 240 HORZ(LL): 0.114 I - - HORZ(TL): 0.230 I - - Creep Factor: 2.0 Max TC CSI: 0.822 Max BC CSI: 0.918 Max Web CSI: 0.543 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E7 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 229.6 lbs SEQN: 20687 / T26 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 B2 B1 W1 W2 W3 W4 W5 W4 W5 W4 W3 W2 W1 43'4" (J) 7'3"10 7'3"10 13'8" 6'4"6 19'1"3 5'5"3 24'4"9 5'3"7 29'8" 5'3"7 36'0"6 6'4"6 43'4" 7'3"10 7'1"14 7'1"14 13'4"8 6'2"10 18'9"11 5'5"3 24'4"9 5'6"15 29'11"8 5'6"15 36'2"2 6'2"10 43'4" 7'1"141'6" 4"16'0"66'7"1DT -1"10 A B C D EFG H I JKLMNO 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 3X4 3X4 1.5X4 3X8 5X6 5X6 3X4 1.5X4 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP #2 supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1861 /- /- /1037 /45 /112 I 1767 /- /- /971 /36 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 632 -3838 C - D 616 -3235 D - E 702 -3333 Chords Tens. Comp. E - F 710 - 3348 F - G 711 -3350 G - H 622 -3244 H - I 640 - 3872 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3470 -553 O - N 3467 - 556 N - M 2905 - 462 M - L 3350 -556 Chords Tens. Comp. L - K 2911 - 459 K - J 3502 -546 J - I 3505 -544 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 127 0 C - N 105 - 605 N - D 396 0 D - M 634 - 157 M - E 172 -364 E - L 59 -55 Webs Tens. Comp. F - L 188 -358 L - G 641 - 161 G - K 408 0 K - H 114 - 637 H - J 135 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.327 F 999 240 VERT(CL): 0.663 F 779 240 HORZ(LL): 0.114 I - - HORZ(TL): 0.230 I - - Creep Factor: 2.0 Max TC CSI: 0.822 Max BC CSI: 0.918 Max Web CSI: 0.543 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E7 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 229.6 lbs SEQN: 20687 / T26 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 B2 B1 W1 W2 W3 W4 W5 W4 W5 W4 W3 W2 W1 43'4" (J) 7'3"10 7'3"10 13'8" 6'4"6 19'1"3 5'5"3 24'4"9 5'3"7 29'8" 5'3"7 36'0"6 6'4"6 43'4" 7'3"10 7'1"14 7'1"14 13'4"8 6'2"10 18'9"11 5'5"3 24'4"9 5'6"15 29'11"8 5'6"15 36'2"2 6'2"10 43'4" 7'1"141'6" 4"16'0"66'7"1DT -1"10 A B C D EFG H I JKLMNO 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 3X4 3X4 1.5X4 3X8 5X6 5X6 3X4 1.5X4 4X6(A2) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 228 /- /- /153 /52 /22 D - /-15 /- /13 /10 /- C - /-43 /- /23 /34 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 31 -26 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.160 Max BC CSI: 0.020 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:D 11"15 Jack Ply: 1 Qty: 2 Wgt: 5.6 lbs SEQN: 20688 / T22 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 11"15 11"151'6" 4"1 9"1'3"11A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 228 /- /- /153 /52 /22 D - /-15 /- /13 /10 /- C - /-43 /- /23 /34 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 31 -26 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.160 Max BC CSI: 0.020 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:D 11"15 Jack Ply: 1 Qty: 2 Wgt: 5.6 lbs SEQN: 20688 / T22 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 11"15 11"151'6" 4"1 9"1'3"11A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 611 /- /- /333 /56 /51 E 512 /- /- /270 /40 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings G & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 162 -514 Chords Tens. Comp. C - D 160 - 511 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 64 -50 Chords Tens. Comp. F - E 26 -11 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 217 -560 B - F 413 -69 F - D 407 -96 Webs Tens. Comp. C - F 125 - 100 D - E 158 - 461 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 C 999 240 VERT(CL): 0.016 C 999 240 HORZ(LL): 0.000 C - - HORZ(TL): 0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.483 Max BC CSI: 0.174 Max Web CSI: 0.097 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:B2 12'8" Common Ply: 1 Qty: 1 Wgt: 75.6 lbs SEQN: 20689 / T12 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W3 W2 W1 12'8" 6'4" 6'4" 12'8" 6'4" 6'4" 6'4" 12'8" 6'4"1'6"2'4"14'11"12A B C D EFG 5 12 3X4 3X5 4X5(R) 3X8 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 611 /- /- /333 /56 /51 E 512 /- /- /270 /40 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings G & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 162 -514 Chords Tens. Comp. C - D 160 - 511 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 64 -50 Chords Tens. Comp. F - E 26 -11 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 217 -560 B - F 413 -69 F - D 407 -96 Webs Tens. Comp. C - F 125 - 100 D - E 158 - 461 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 C 999 240 VERT(CL): 0.016 C 999 240 HORZ(LL): 0.000 C - - HORZ(TL): 0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.483 Max BC CSI: 0.174 Max Web CSI: 0.097 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:B2 12'8" Common Ply: 1 Qty: 1 Wgt: 75.6 lbs SEQN: 20689 / T12 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W3 W2 W1 12'8" 6'4" 6'4" 12'8" 6'4" 6'4" 6'4" 12'8" 6'4"1'6"2'4"14'11"12A B C D EFG 5 12 3X4 3X5 4X5(R) 3X8 3X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 281 /- /- /174 /26 /52 D 42 /- /- /38 /- /- C99 /- /- /48 /30 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 38 -45 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 B - - HORZ(TL): 0.004 B - - Creep Factor: 2.0 Max TC CSI: 0.179 Max BC CSI: 0.110 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A1 4'0"15 Jack Ply: 1 Qty: 4 Wgt: 16.8 lbs SEQN: 20690 / T7 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 4'0"15 4'0"151'6" 4"1 2'0"72'7"2A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 281 /- /- /174 /26 /52 D 42 /- /- /38 /- /- C99 /- /- /48 /30 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 38 -45 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 B - - HORZ(TL): 0.004 B - - Creep Factor: 2.0 Max TC CSI: 0.179 Max BC CSI: 0.110 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A1 4'0"15 Jack Ply: 1 Qty: 4 Wgt: 16.8 lbs SEQN: 20690 / T7 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 4'0"15 4'0"151'6" 4"1 2'0"72'7"2A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1781 /- /- /1010 /- /161 I 1676 /- /- /922 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.1 (Truss) I Brg Wid = 5.5 Min Req = 2.0 (Truss) Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 373 -3617 C - D 358 -2914 D - E 331 -2180 Chords Tens. Comp. E - F 333 - 2175 F - G 338 -2829 G - H 50 -211 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3263 -331 M - L 3259 -333 L - K 2596 - 243 Chords Tens. Comp. K - J 2390 -214 J - I 2608 -281 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 144 0 C - L 104 - 717 L - D 444 0 D - K 150 - 886 E - K 1198 -96 Webs Tens. Comp. K - F 136 - 629 F - J 324 0 J - G 129 - 103 G - I 322 -2824 H - I 74 - 229 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.13 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.232 L 999 240 VERT(CL): 0.469 L 999 240 HORZ(LL): 0.092 I - - HORZ(TL): 0.186 I - - Creep Factor: 2.0 Max TC CSI: 0.889 Max BC CSI: 0.928 Max Web CSI: 0.753 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E12 41'4" Special Ply: 1 Qty: 3 Wgt: 226.8 lbs SEQN: 20692 / T31 / SPEC FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 T4 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 41'4" 7'9"10 7'9"10 14'9"5 6'11"11 21'8" 6'10"11 28'3"1 6'7"1 34'9"5 6'6"5 41'4" 6'6"11 7'7"14 7'7"14 14'6"3 6'10"5 21'8" 7'1"13 31'6" 9'10" 41'4" 9'10"1'6" 4"1 1'2"19'4"69'11"1(a)(a) (a) A B C D E F G H IJKLM 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 5X6 3X8 5X5 5X5 4X6 1.5X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1781 /- /- /1010 /- /161 I 1676 /- /- /922 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.1 (Truss) I Brg Wid = 5.5 Min Req = 2.0 (Truss) Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 373 -3617 C - D 358 -2914 D - E 331 -2180 Chords Tens. Comp. E - F 333 - 2175 F - G 338 -2829 G - H 50 -211 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3263 -331 M - L 3259 -333 L - K 2596 - 243 Chords Tens. Comp. K - J 2390 -214 J - I 2608 -281 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 144 0 C - L 104 - 717 L - D 444 0 D - K 150 - 886 E - K 1198 -96 Webs Tens. Comp. K - F 136 - 629 F - J 324 0 J - G 129 - 103 G - I 322 -2824 H - I 74 - 229 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.13 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.232 L 999 240 VERT(CL): 0.469 L 999 240 HORZ(LL): 0.092 I - - HORZ(TL): 0.186 I - - Creep Factor: 2.0 Max TC CSI: 0.889 Max BC CSI: 0.928 Max Web CSI: 0.753 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E12 41'4" Special Ply: 1 Qty: 3 Wgt: 226.8 lbs SEQN: 20692 / T31 / SPEC FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 T4 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 41'4" 7'9"10 7'9"10 14'9"5 6'11"11 21'8" 6'10"11 28'3"1 6'7"1 34'9"5 6'6"5 41'4" 6'6"11 7'7"14 7'7"14 14'6"3 6'10"5 21'8" 7'1"13 31'6" 9'10" 41'4" 9'10"1'6" 4"1 1'2"19'4"69'11"1(a)(a) (a) A B C D E F G H IJKLM 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 5X6 3X8 5X5 5X5 4X6 1.5X4 5X5 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 82 /- /- /47 /- /7 Wind reactions based on MWFRS F Brg Wid = 119 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 62 -118 Chords Tens. Comp. B - C 31 -65 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 144 -23 Chords Tens. Comp. E - D 149 -26 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 199 -352 Webs Tens. Comp. C - D 72 -84 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028 A 999 240 VERT(CL): 0.058 A 999 240 HORZ(LL): 0.006 A - - HORZ(TL): 0.013 A - - Creep Factor: 2.0 Max TC CSI: 0.428 Max BC CSI: 0.229 Max Web CSI: 0.046 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G4 9'11"6 Valley Ply: 1 Qty: 1 Wgt: 39.2 lbs SEQN: 20693 / T51 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 9'11"6 5'11"6 5'11"6 9'11"6 4' 5'11"6 5'11"6 9'11"6 4' 0"4 4'2"A B C D E F 5 12 3X4(D1) 1.5X4 1.5X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 82 /- /- /47 /- /7 Wind reactions based on MWFRS F Brg Wid = 119 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 62 -118 Chords Tens. Comp. B - C 31 -65 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 144 -23 Chords Tens. Comp. E - D 149 -26 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 199 -352 Webs Tens. Comp. C - D 72 -84 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028 A 999 240 VERT(CL): 0.058 A 999 240 HORZ(LL): 0.006 A - - HORZ(TL): 0.013 A - - Creep Factor: 2.0 Max TC CSI: 0.428 Max BC CSI: 0.229 Max Web CSI: 0.046 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G4 9'11"6 Valley Ply: 1 Qty: 1 Wgt: 39.2 lbs SEQN: 20693 / T51 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 9'11"6 5'11"6 5'11"6 9'11"6 4' 5'11"6 5'11"6 9'11"6 4' 0"4 4'2"A B C D E F 5 12 3X4(D1) 1.5X4 1.5X4 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; T3 2x4 SP SS Dense; Bot chord: 2x4 SP #2; B3 2x4 SP SS Dense; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1858 /- /- /1049 /- /171 H 1763 /- /- /983 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) H Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 408 -3795 C - D 424 -3616 D - E 396 -2766 Chords Tens. Comp. E - F 398 - 2768 F - G 439 -3643 G - H 423 -3823 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 3429 -343 L - K 2776 - 255 K - J 2098 -143 Chords Tens. Comp. J - I 2782 -241 I - H 3458 - 341 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 139 - 403 L - D 724 -50 D - K 179 - 710 K - E 897 -88 Webs Tens. Comp. E - J 902 -89 J - F 182 - 718 F - I 751 -72 I - G 151 - 415 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.258 K 999 240 VERT(CL): 0.522 K 990 240 HORZ(LL): 0.088 H - - HORZ(TL): 0.179 H - - Creep Factor: 2.0 Max TC CSI: 0.923 Max BC CSI: 0.956 Max Web CSI: 0.577 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E11 43'4" Common Ply: 1 Qty: 1 Wgt: 221.2 lbs SEQN: 20695 / T30 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 T2 T3 B1 B2 B3 W1 W2 W3 W4 W4 W3 W2 W1 43'4" (J) 7'7"14 7'7"14 14'7"9 6'11"11 21'8" 7'0"7 28'8"7 7'0"7 35'8"2 6'11"11 43'4" 7'7"14 9'0"11 9'0"11 17'5"9 8'4"14 25'10"7 8'4"14 34'3"5 8'4"14 43'4" 9'0"111'6" 4"19'4"69'11"1A B C D E F G H IJKL 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 5X6 5X6 5X6 3X4 1.5X4 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; T3 2x4 SP SS Dense; Bot chord: 2x4 SP #2; B3 2x4 SP SS Dense; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1858 /- /- /1049 /- /171 H 1763 /- /- /983 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) H Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 408 -3795 C - D 424 -3616 D - E 396 -2766 Chords Tens. Comp. E - F 398 - 2768 F - G 439 -3643 G - H 423 -3823 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 3429 -343 L - K 2776 - 255 K - J 2098 -143 Chords Tens. Comp. J - I 2782 -241 I - H 3458 - 341 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 139 - 403 L - D 724 -50 D - K 179 - 710 K - E 897 -88 Webs Tens. Comp. E - J 902 -89 J - F 182 - 718 F - I 751 -72 I - G 151 - 415 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.258 K 999 240 VERT(CL): 0.522 K 990 240 HORZ(LL): 0.088 H - - HORZ(TL): 0.179 H - - Creep Factor: 2.0 Max TC CSI: 0.923 Max BC CSI: 0.956 Max Web CSI: 0.577 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E11 43'4" Common Ply: 1 Qty: 1 Wgt: 221.2 lbs SEQN: 20695 / T30 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 T2 T3 B1 B2 B3 W1 W2 W3 W4 W4 W3 W2 W1 43'4" (J) 7'7"14 7'7"14 14'7"9 6'11"11 21'8" 7'0"7 28'8"7 7'0"7 35'8"2 6'11"11 43'4" 7'7"14 9'0"11 9'0"11 17'5"9 8'4"14 25'10"7 8'4"14 34'3"5 8'4"14 43'4" 9'0"111'6" 4"19'4"69'11"1A B C D E F G H IJKL 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 5X6 5X6 5X6 3X4 1.5X4 4X6(A2) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie. Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=7'11" uses the following support conditions: 7'11" Bearing G (7'11", 9'1"2) LU24 Supporting Member: (2)2x4 SP #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x1.5" nails into supported member. (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 435 /- /- /262 /28 /93 F 321 /- /- /195 /41 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) F Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 88 -392 Chords Tens. Comp. C - D 24 -65 D - E 0 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 334 -174 Chords Tens. Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 195 - 362 Webs Tens. Comp. D - G 85 -89 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 B 999 240 VERT(CL): 0.017 B 999 240 HORZ(LL): 0.004 B - - HORZ(TL): 0.008 B - - Creep Factor: 2.0 Max TC CSI: 0.261 Max BC CSI: 0.321 Max Web CSI: 0.104 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A8 8'2" End Jack Ply: 1 Qty: 3 Wgt: 42.0 lbs SEQN: 20698 / T9 / EJAC FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 8'2" (J) 4'4"14 4'4"14 7'11"4 3'6"6 8'2" 2"12 7'9"8 7'9"8 8'2" 4"8 1'6" 4"1 3'8"144'3"9HB 1" A B C D E FG 5 12 2X4(A1) 1.5X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie. Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=7'11" uses the following support conditions: 7'11" Bearing G (7'11", 9'1"2) LU24 Supporting Member: (2)2x4 SP #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x1.5" nails into supported member. (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 435 /- /- /262 /28 /93 F 321 /- /- /195 /41 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) F Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 88 -392 Chords Tens. Comp. C - D 24 -65 D - E 0 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 334 -174 Chords Tens. Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 195 - 362 Webs Tens. Comp. D - G 85 -89 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 B 999 240 VERT(CL): 0.017 B 999 240 HORZ(LL): 0.004 B - - HORZ(TL): 0.008 B - - Creep Factor: 2.0 Max TC CSI: 0.261 Max BC CSI: 0.321 Max Web CSI: 0.104 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A8 8'2" End Jack Ply: 1 Qty: 3 Wgt: 42.0 lbs SEQN: 20698 / T9 / EJAC FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 8'2" (J) 4'4"14 4'4"14 7'11"4 3'6"6 8'2" 2"12 7'9"8 7'9"8 8'2" 4"8 1'6" 4"1 3'8"144'3"9HB 1" A B C D E FG 5 12 2X4(A1) 1.5X4 1.5X4 4X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /44 /- /6 Wind reactions based on MWFRS D Brg Wid = 47.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 26 -36 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 78 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 91 -97 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.003 A - - HORZ(TL): 0.005 A - - Creep Factor: 2.0 Max TC CSI: 0.181 Max BC CSI: 0.148 Max Web CSI: 0.030 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G 3'11"6 Valley Ply: 1 Qty: 1 Wgt: 14.0 lbs SEQN: 20699 / T18 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 3'11"6 3'11"6 3'11"6 0"4 1'8"A B CD 5 12 3X4(D1) 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /44 /- /6 Wind reactions based on MWFRS D Brg Wid = 47.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 26 -36 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 78 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 91 -97 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.003 A - - HORZ(TL): 0.005 A - - Creep Factor: 2.0 Max TC CSI: 0.181 Max BC CSI: 0.148 Max Web CSI: 0.030 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G 3'11"6 Valley Ply: 1 Qty: 1 Wgt: 14.0 lbs SEQN: 20699 / T18 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 3'11"6 3'11"6 3'11"6 0"4 1'8"A B CD 5 12 3X4(D1) 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 264 /- /- /164 /26 /47 D 35 /- /- /32 /- /- C83 /- /- /39 /25 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 32 -39 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 B - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.135 Max BC CSI: 0.071 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E2 3'6"15 Jack Ply: 1 Qty: 6 Wgt: 14.0 lbs SEQN: 20700 / T38 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 3'6"15 3'6"151'6" 4"1 1'9"152'4"10A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 264 /- /- /164 /26 /47 D 35 /- /- /32 /- /- C83 /- /- /39 /25 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 32 -39 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 B - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.135 Max BC CSI: 0.071 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E2 3'6"15 Jack Ply: 1 Qty: 6 Wgt: 14.0 lbs SEQN: 20700 / T38 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 3'6"15 3'6"151'6" 4"1 1'9"152'4"10A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP SS Dense supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1861 /- /- /1043 /- /127 J 1767 /- /- /977 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 623 -3875 C - D 599 -3640 D - E 587 -3004 E - F 638 -2975 Chords Tens. Comp. F - G 638 -2975 G - H 587 -3008 H - I 606 - 3670 I - J 632 - 3914 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3515 -551 O - N 3130 - 496 N - M 2707 - 411 Chords Tens. Comp. M - L 2712 -398 L - K 3144 - 480 K - J 3556 -543 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 96 -280 O - D 372 0 D - N 115 - 547 N - E 517 -15 E - M 391 -117 F - M 219 -453 Webs Tens. Comp. M - G 385 - 114 G - L 523 -17 L - H 118 - 559 H - K 398 0 K - I 116 - 300 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.304 F 999 240 VERT(CL): 0.616 F 838 240 HORZ(LL): 0.109 J - - HORZ(TL): 0.220 J - - Creep Factor: 2.0 Max TC CSI: 0.472 Max BC CSI: 0.938 Max Web CSI: 0.426 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E8 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 236.6 lbs SEQN: 20702 / T27 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 B2 B1 W1 W2 W3 W4 W5 W6 W5 W4 W3 W2 W1 43'4" (J) 5'7"14 5'7"14 10'7"15 5'0"1 15'8" 5'0"1 21'8" 6' 27'8" 6' 32'8"1 5'0"1 37'8"2 5'0"1 43'4" 5'7"14 8'1"14 8'1"14 15'4"8 7'2"10 21'8" 6'3"8 27'11"8 6'3"8 35'2"2 7'2"10 43'4" 8'1"141'6" 4"16'10"67'5"1DT -1"10 A B C D E FG H I J KLMNO 5 12 4X6(A2) 1.5X4 3X4 3X4 5X6 5X6 1.5X4 3X8 5X6 5X6 3X4 3X4 1.5X4 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP SS Dense supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1861 /- /- /1043 /- /127 J 1767 /- /- /977 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 623 -3875 C - D 599 -3640 D - E 587 -3004 E - F 638 -2975 Chords Tens. Comp. F - G 638 -2975 G - H 587 -3008 H - I 606 - 3670 I - J 632 - 3914 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3515 -551 O - N 3130 - 496 N - M 2707 - 411 Chords Tens. Comp. M - L 2712 -398 L - K 3144 - 480 K - J 3556 -543 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 96 -280 O - D 372 0 D - N 115 - 547 N - E 517 -15 E - M 391 -117 F - M 219 -453 Webs Tens. Comp. M - G 385 - 114 G - L 523 -17 L - H 118 - 559 H - K 398 0 K - I 116 - 300 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.304 F 999 240 VERT(CL): 0.616 F 838 240 HORZ(LL): 0.109 J - - HORZ(TL): 0.220 J - - Creep Factor: 2.0 Max TC CSI: 0.472 Max BC CSI: 0.938 Max Web CSI: 0.426 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E8 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 236.6 lbs SEQN: 20702 / T27 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 B2 B1 W1 W2 W3 W4 W5 W6 W5 W4 W3 W2 W1 43'4" (J) 5'7"14 5'7"14 10'7"15 5'0"1 15'8" 5'0"1 21'8" 6' 27'8" 6' 32'8"1 5'0"1 37'8"2 5'0"1 43'4" 5'7"14 8'1"14 8'1"14 15'4"8 7'2"10 21'8" 6'3"8 27'11"8 6'3"8 35'2"2 7'2"10 43'4" 8'1"141'6" 4"16'10"67'5"1DT -1"10 A B C D E FG H I J KLMNO 5 12 4X6(A2) 1.5X4 3X4 3X4 5X6 5X6 1.5X4 3X8 5X6 5X6 3X4 3X4 1.5X4 4X6(A2) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 220 /- /- /142 /30 /32 D 10 /- /- /15 /- /- C29 /- /- /14 /10 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 11 -24 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.159 Max BC CSI: 0.034 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A 2'0"15 Jack Ply: 1 Qty: 4 Wgt: 9.8 lbs SEQN: 20704 / T8 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 2'0"15 2'0"151'6" 4"1 1'2"71'9"2A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 220 /- /- /142 /30 /32 D 10 /- /- /15 /- /- C29 /- /- /14 /10 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 11 -24 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.159 Max BC CSI: 0.034 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A 2'0"15 Jack Ply: 1 Qty: 4 Wgt: 9.8 lbs SEQN: 20704 / T8 / JACK FROM:DRW: ... / ... 08/20/2024 T1 B1 2'0"15 2'0"151'6" 4"1 1'2"71'9"2A B C D 5 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 919 /- /- /511 /82 /84 F 919 /- /- /511 /82 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) F Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 290 -1532 C - D 201 -1149 Chords Tens. Comp. D - E 201 - 1149 E - F 290 - 1532 F - G 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1369 -200 Chords Tens. Comp. H - F 1369 - 203 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 160 - 402 D - H 554 -21 Webs Tens. Comp. H - E 160 - 402 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.054 H 999 240 VERT(CL): 0.107 H 999 240 HORZ(LL): 0.021 F - - HORZ(TL): 0.042 F - - Creep Factor: 2.0 Max TC CSI: 0.271 Max BC CSI: 0.649 Max Web CSI: 0.199 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A4 20'4" Common Ply: 1 Qty: 2 Wgt: 95.2 lbs SEQN: 20706 / T2 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T1 B1 B1 W1 W2 W1 20'4" 5'4"14 5'4"14 10'2" 4'9"2 14'11"2 4'9"2 20'4" 5'4"14 10'2" 10'2" 20'4" 10'2"1'6"1'6" 4"14'6"145'1"9A B C D E F G H 5 12 3X4(A1) 1.5X4 4X4 5X6 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 919 /- /- /511 /82 /84 F 919 /- /- /511 /82 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) F Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 290 -1532 C - D 201 -1149 Chords Tens. Comp. D - E 201 - 1149 E - F 290 - 1532 F - G 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1369 -200 Chords Tens. Comp. H - F 1369 - 203 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 160 - 402 D - H 554 -21 Webs Tens. Comp. H - E 160 - 402 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.054 H 999 240 VERT(CL): 0.107 H 999 240 HORZ(LL): 0.021 F - - HORZ(TL): 0.042 F - - Creep Factor: 2.0 Max TC CSI: 0.271 Max BC CSI: 0.649 Max Web CSI: 0.199 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A4 20'4" Common Ply: 1 Qty: 2 Wgt: 95.2 lbs SEQN: 20706 / T2 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T1 B1 B1 W1 W2 W1 20'4" 5'4"14 5'4"14 10'2" 4'9"2 14'11"2 4'9"2 20'4" 5'4"14 10'2" 10'2" 20'4" 10'2"1'6"1'6" 4"14'6"145'1"9A B C D E F G H 5 12 3X4(A1) 1.5X4 4X4 5X6 1.5X4 3X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I* 82 /- /- /41 /5 /3 Wind reactions based on MWFRS I Brg Wid = 182 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 62 -12 B - C 60 -36 Chords Tens. Comp. C - D 67 -35 D - E 58 -27 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 29 -21 H - G 34 -27 Chords Tens. Comp. G - F 34 -27 F - E 29 -25 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 154 -282 C - G 63 -217 Webs Tens. Comp. F - D 154 -268 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 240 VERT(CL): 0.012 A 999 240 HORZ(LL): 0.002 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.279 Max BC CSI: 0.081 Max Web CSI: 0.039 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F3 15'2"10 Valley Ply: 1 Qty: 1 Wgt: 54.6 lbs SEQN: 20708 / T57 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W1 15'2"10 3'11"6 4' (TYP) 7'11"6 7'11"6 15'2"10 7'3"4 15'2"10 15'2"10 0"4 3"103'4"A B C D E FGH I 5 12 3X4(D1) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I* 82 /- /- /41 /5 /3 Wind reactions based on MWFRS I Brg Wid = 182 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 62 -12 B - C 60 -36 Chords Tens. Comp. C - D 67 -35 D - E 58 -27 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 29 -21 H - G 34 -27 Chords Tens. Comp. G - F 34 -27 F - E 29 -25 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 154 -282 C - G 63 -217 Webs Tens. Comp. F - D 154 -268 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 240 VERT(CL): 0.012 A 999 240 HORZ(LL): 0.002 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.279 Max BC CSI: 0.081 Max Web CSI: 0.039 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F3 15'2"10 Valley Ply: 1 Qty: 1 Wgt: 54.6 lbs SEQN: 20708 / T57 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W1 15'2"10 3'11"6 4' (TYP) 7'11"6 7'11"6 15'2"10 7'3"4 15'2"10 15'2"10 0"4 3"103'4"A B C D E FGH I 5 12 3X4(D1) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 3X4(D1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP #2 supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1858 /- /- /1047 /- /142 J 1766 /- /- /981 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 587 -3839 C - D 557 -3566 D - E 539 -2803 E - F 550 -2607 Chords Tens. Comp. F - G 550 -2607 G - H 538 -2806 H - I 563 - 3596 I - J 595 - 3880 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3478 -514 O - N 3016 - 446 N - M 2508 - 347 Chords Tens. Comp. M - L 2512 -328 L - K 3028 - 429 K - J 3521 -505 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 112 - 332 O - D 448 0 D - N 133 - 658 N - E 588 -25 E - M 201 -88 F - M 143 -297 Webs Tens. Comp. M - G 194 -86 G - L 594 -27 L - H 136 - 671 H - K 475 0 K - I 130 - 355 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.286 F 999 240 VERT(CL): 0.580 F 891 240 HORZ(LL): 0.107 J - - HORZ(TL): 0.216 J - - Creep Factor: 2.0 Max TC CSI: 0.659 Max BC CSI: 0.984 Max Web CSI: 0.656 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E9 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 242.2 lbs SEQN: 20710 / T28 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 T4 B1 B2 B1 W1 W2 W3 W4 W5 W6 W5 W4 W3 W2 W1 43'4" (J) 6'3"8 6'3"8 11'11"15 5'8"7 17'8" 5'8"1 21'8" 4' 25'8" 4' 31'4"1 5'8"1 37'0"2 5'8"1 43'4" 6'3"14 9'1"14 9'1"14 17'4"8 8'2"10 21'8" 4'3"8 25'11"8 4'3"8 34'2"2 8'2"10 43'4" 9'1"141'6" 4"17'8"68'3"1DT -1"10 A B C D E FG H I J KLMNO 5 12 4X6(A2) 5X5 3X4 3X4 5X6 5X6 1.5X4 3X8 5X6 5X6 3X4 3X4 1.5X4 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others (H2) = (J) Special hanger required (3)2x6 SP #2 supporting member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1858 /- /- /1047 /- /142 J 1766 /- /- /981 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 587 -3839 C - D 557 -3566 D - E 539 -2803 E - F 550 -2607 Chords Tens. Comp. F - G 550 -2607 G - H 538 -2806 H - I 563 - 3596 I - J 595 - 3880 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3478 -514 O - N 3016 - 446 N - M 2508 - 347 Chords Tens. Comp. M - L 2512 -328 L - K 3028 - 429 K - J 3521 -505 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 112 - 332 O - D 448 0 D - N 133 - 658 N - E 588 -25 E - M 201 -88 F - M 143 -297 Webs Tens. Comp. M - G 194 -86 G - L 594 -27 L - H 136 - 671 H - K 475 0 K - I 130 - 355 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.286 F 999 240 VERT(CL): 0.580 F 891 240 HORZ(LL): 0.107 J - - HORZ(TL): 0.216 J - - Creep Factor: 2.0 Max TC CSI: 0.659 Max BC CSI: 0.984 Max Web CSI: 0.656 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E9 43'4" Stepdown Hip Ply: 1 Qty: 2 Wgt: 242.2 lbs SEQN: 20710 / T28 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 T4 B1 B2 B1 W1 W2 W3 W4 W5 W6 W5 W4 W3 W2 W1 43'4" (J) 6'3"8 6'3"8 11'11"15 5'8"7 17'8" 5'8"1 21'8" 4' 25'8" 4' 31'4"1 5'8"1 37'0"2 5'8"1 43'4" 6'3"14 9'1"14 9'1"14 17'4"8 8'2"10 21'8" 4'3"8 25'11"8 4'3"8 34'2"2 8'2"10 43'4" 9'1"141'6" 4"17'8"68'3"1DT -1"10 A B C D E FG H I J KLMNO 5 12 4X6(A2) 5X5 3X4 3X4 5X6 5X6 1.5X4 3X8 5X6 5X6 3X4 3X4 1.5X4 4X6(A2) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /35 /- /2 Wind reactions based on MWFRS D Brg Wid = 46.8 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 -212 Chords Tens. Comp. B - C 97 -212 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 214 -82 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.19 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 A 999 240 VERT(CL): 0.008 A 999 240 HORZ(LL): -0.001 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.066 Max BC CSI: 0.103 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F 3'10"13 Valley Ply: 1 Qty: 1 Wgt: 11.2 lbs SEQN: 20711 / T41 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T1 B1 3'10"13 1'11"6 1'11"6 3'10"13 1'11"6 3'10"13 3'10"13 0"410"A B C D 5 12 3X4(D1)3X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /35 /- /2 Wind reactions based on MWFRS D Brg Wid = 46.8 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 -212 Chords Tens. Comp. B - C 97 -212 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 214 -82 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.19 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 A 999 240 VERT(CL): 0.008 A 999 240 HORZ(LL): -0.001 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.066 Max BC CSI: 0.103 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F 3'10"13 Valley Ply: 1 Qty: 1 Wgt: 11.2 lbs SEQN: 20711 / T41 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T1 B1 3'10"13 1'11"6 1'11"6 3'10"13 1'11"6 3'10"13 3'10"13 0"410"A B C D 5 12 3X4(D1)3X4 3X4(D1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 82 /- /- /46 /- /7 Wind reactions based on MWFRS F Brg Wid = 95.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 -105 Chords Tens. Comp. B - C 35 -62 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 117 -16 Chords Tens. Comp. E - D 124 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 174 -277 Webs Tens. Comp. C - D 84 - 100 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 240 VERT(CL): 0.012 A 999 240 HORZ(LL): 0.001 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.261 Max BC CSI: 0.095 Max Web CSI: 0.033 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G3 7'11"6 Valley Ply: 1 Qty: 1 Wgt: 29.4 lbs SEQN: 20712 / T50 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 7'11"6 3'11"6 3'11"6 7'11"6 4' 3'11"6 3'11"6 7'11"6 4' 0"4 3'4"A B C D E F 5 12 3X4(D1) 1.5X4 1.5X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 82 /- /- /46 /- /7 Wind reactions based on MWFRS F Brg Wid = 95.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 -105 Chords Tens. Comp. B - C 35 -62 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 117 -16 Chords Tens. Comp. E - D 124 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 174 -277 Webs Tens. Comp. C - D 84 - 100 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 240 VERT(CL): 0.012 A 999 240 HORZ(LL): 0.001 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.261 Max BC CSI: 0.095 Max Web CSI: 0.033 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G3 7'11"6 Valley Ply: 1 Qty: 1 Wgt: 29.4 lbs SEQN: 20712 / T50 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 7'11"6 3'11"6 3'11"6 7'11"6 4' 3'11"6 3'11"6 7'11"6 4' 0"4 3'4"A B C D E F 5 12 3X4(D1) 1.5X4 1.5X4 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 826 /- /- /447 /- /76 E 923 /- /- /511 /- /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 302 -1557 B - C 210 -1161 C - D 205 -1160 Chords Tens. Comp. D - E 298 - 1543 E - F 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 1397 -212 Chords Tens. Comp. G - E 1379 - 211 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 169 -422 C - G 566 -30 Webs Tens. Comp. G - D 160 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.053 G 999 240 VERT(CL): 0.107 G 999 240 HORZ(LL): 0.021 E - - HORZ(TL): 0.043 E - - Creep Factor: 2.0 Max TC CSI: 0.355 Max BC CSI: 0.672 Max Web CSI: 0.208 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A5 20'4" Common Ply: 1 Qty: 1 Wgt: 92.4 lbs SEQN: 20714 / T3 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 B1 W1 W2 W1 20'4" 5'4"14 5'4"14 10'2" 4'9"2 14'11"2 4'9"2 20'4" 5'4"14 10'2" 10'2" 20'4" 10'2"1'6" 4"14'6"145'1"9A B C D E F G 5 12 3X4(A1) 1.5X4 4X4 5X6 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 826 /- /- /447 /- /76 E 923 /- /- /511 /- /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 302 -1557 B - C 210 -1161 C - D 205 -1160 Chords Tens. Comp. D - E 298 - 1543 E - F 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 1397 -212 Chords Tens. Comp. G - E 1379 - 211 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 169 -422 C - G 566 -30 Webs Tens. Comp. G - D 160 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.053 G 999 240 VERT(CL): 0.107 G 999 240 HORZ(LL): 0.021 E - - HORZ(TL): 0.043 E - - Creep Factor: 2.0 Max TC CSI: 0.355 Max BC CSI: 0.672 Max Web CSI: 0.208 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A5 20'4" Common Ply: 1 Qty: 1 Wgt: 92.4 lbs SEQN: 20714 / T3 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 B1 W1 W2 W1 20'4" 5'4"14 5'4"14 10'2" 4'9"2 14'11"2 4'9"2 20'4" 5'4"14 10'2" 10'2" 20'4" 10'2"1'6" 4"14'6"145'1"9A B C D E F G 5 12 3X4(A1) 1.5X4 4X4 5X6 1.5X4 3X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /38 /- /4 Wind reactions based on MWFRS D Brg Wid = 23.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 31 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 30 -40 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 C - - HORZ(TL): 0.000 C - - Creep Factor: 2.0 Max TC CSI: 0.034 Max BC CSI: 0.035 Max Web CSI: 0.006 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G2 1'11"6 Valley Ply: 1 Qty: 1 Wgt: 7.0 lbs SEQN: 20809 / T17 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 1'11"6 1'11"6 1'11"6 0"4 10"A B CD 5 12 3X4(D1)1.5X4(**)1.5X4(**) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /38 /- /4 Wind reactions based on MWFRS D Brg Wid = 23.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 31 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 30 -40 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 C - - HORZ(TL): 0.000 C - - Creep Factor: 2.0 Max TC CSI: 0.034 Max BC CSI: 0.035 Max Web CSI: 0.006 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G2 1'11"6 Valley Ply: 1 Qty: 1 Wgt: 7.0 lbs SEQN: 20809 / T17 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 1'11"6 1'11"6 1'11"6 0"4 10"A B CD 5 12 3X4(D1)1.5X4(**)1.5X4(**) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1857 /- /- /1049 /- /171 H 1764 /- /- /984 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) H Brg Wid = 5.5 Min Req = 2.1 (Truss) Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 408 -3793 C - D 424 -3614 D - E 395 -2764 Chords Tens. Comp. E - F 398 - 2765 F - G 438 -3633 G - H 422 -3812 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 3427 -343 L - K 2774 - 255 K - J 2096 -142 Chords Tens. Comp. J - I 2777 -240 I - H 3447 - 340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 139 - 403 L - D 724 -50 D - K 179 - 710 K - E 897 -87 Webs Tens. Comp. E - J 900 -89 J - F 181 - 715 F - I 743 -72 I - G 151 - 412 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.280 K 999 240 VERT(CL): 0.567 K 911 240 HORZ(LL): 0.099 H - - HORZ(TL): 0.201 H - - Creep Factor: 2.0 Max TC CSI: 0.988 Max BC CSI: 0.984 Max Web CSI: 0.575 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E14 43'4" Common Ply: 1 Qty: 1 Wgt: 221.2 lbs SEQN: 20719 / T33 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 T2 T3 B1 B2 B1 W1 W2 W3 W4 W4 W3 W2 W1 43'4" 7'7"14 7'7"14 14'7"9 6'11"11 21'8" 7'0"7 28'8"7 7'0"7 35'8"2 6'11"11 43'4" 7'7"14 9'0"11 9'0"11 17'5"9 8'4"14 25'10"7 8'4"14 34'3"5 8'4"14 43'4" 9'0"111'6" 4"19'4"69'11"1A B C D E F G H IJKL 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 5X6 5X6 5X6 3X4 1.5X4 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1857 /- /- /1049 /- /171 H 1764 /- /- /984 /- /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 2.2 (Truss) H Brg Wid = 5.5 Min Req = 2.1 (Truss) Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 408 -3793 C - D 424 -3614 D - E 395 -2764 Chords Tens. Comp. E - F 398 - 2765 F - G 438 -3633 G - H 422 -3812 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 3427 -343 L - K 2774 - 255 K - J 2096 -142 Chords Tens. Comp. J - I 2777 -240 I - H 3447 - 340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 139 - 403 L - D 724 -50 D - K 179 - 710 K - E 897 -87 Webs Tens. Comp. E - J 900 -89 J - F 181 - 715 F - I 743 -72 I - G 151 - 412 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.33 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.280 K 999 240 VERT(CL): 0.567 K 911 240 HORZ(LL): 0.099 H - - HORZ(TL): 0.201 H - - Creep Factor: 2.0 Max TC CSI: 0.988 Max BC CSI: 0.984 Max Web CSI: 0.575 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E14 43'4" Common Ply: 1 Qty: 1 Wgt: 221.2 lbs SEQN: 20719 / T33 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 T2 T3 B1 B2 B1 W1 W2 W3 W4 W4 W3 W2 W1 43'4" 7'7"14 7'7"14 14'7"9 6'11"11 21'8" 7'0"7 28'8"7 7'0"7 35'8"2 6'11"11 43'4" 7'7"14 9'0"11 9'0"11 17'5"9 8'4"14 25'10"7 8'4"14 34'3"5 8'4"14 43'4" 9'0"111'6" 4"19'4"69'11"1A B C D E F G H IJKL 5 12 4X6(A2) 1.5X4 3X4 5X6 5X6 5X6 5X6 5X6 3X4 1.5X4 4X6(A2) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 81 /- /- /40 /- /3 Wind reactions based on MWFRS E Brg Wid = 142 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 509 -152 Chords Tens. Comp. B - C 509 - 160 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 187 -420 Chords Tens. Comp. D - C 187 - 420 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 260 -629 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.36 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028 A 999 240 VERT(CL): 0.057 A 999 240 HORZ(LL): -0.010 C - - HORZ(TL): 0.020 C - - Creep Factor: 2.0 Max TC CSI: 0.464 Max BC CSI: 0.312 Max Web CSI: 0.080 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F2 11'10"13 Valley Ply: 1 Qty: 1 Wgt: 36.4 lbs SEQN: 20720 / T43 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T1 B1 W1 11'10"13 5'11"6 5'11"6 11'10"13 5'11"6 5'11"6 5'11"6 11'10"13 5'11"6 0"42'6"A B C D E 5 12 3X4(D1) 4X4 1.5X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 81 /- /- /40 /- /3 Wind reactions based on MWFRS E Brg Wid = 142 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 509 -152 Chords Tens. Comp. B - C 509 - 160 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 187 -420 Chords Tens. Comp. D - C 187 - 420 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 260 -629 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.36 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028 A 999 240 VERT(CL): 0.057 A 999 240 HORZ(LL): -0.010 C - - HORZ(TL): 0.020 C - - Creep Factor: 2.0 Max TC CSI: 0.464 Max BC CSI: 0.312 Max Web CSI: 0.080 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F2 11'10"13 Valley Ply: 1 Qty: 1 Wgt: 36.4 lbs SEQN: 20720 / T43 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T1 B1 W1 11'10"13 5'11"6 5'11"6 11'10"13 5'11"6 5'11"6 5'11"6 11'10"13 5'11"6 0"42'6"A B C D E 5 12 3X4(D1) 4X4 1.5X4 3X4(D1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /45 /- /6 Wind reactions based on MWFRS D Brg Wid = 71.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 -75 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 90 -6 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 116 -152 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.010 A - - HORZ(TL): 0.019 A - - Creep Factor: 2.0 Max TC CSI: 0.433 Max BC CSI: 0.395 Max Web CSI: 0.082 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G1 5'11"6 Valley Ply: 1 Qty: 1 Wgt: 19.6 lbs SEQN: 20722 / T49 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 5'11"6 5'11"6 5'11"6 0"4 2'6"A B CD 5 12 3X4(D1) 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /45 /- /6 Wind reactions based on MWFRS D Brg Wid = 71.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 -75 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 90 -6 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 116 -152 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.010 A - - HORZ(TL): 0.019 A - - Creep Factor: 2.0 Max TC CSI: 0.433 Max BC CSI: 0.395 Max Web CSI: 0.082 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:G1 5'11"6 Valley Ply: 1 Qty: 1 Wgt: 19.6 lbs SEQN: 20722 / T49 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 5'11"6 5'11"6 5'11"6 0"4 2'6"A B CD 5 12 3X4(D1) 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 11.49 BC: From 2 plf at 0.00 to 2 plf at 11.49 TC: 57 lb Conc. Load at 2.98 TC: 197 lb Conc. Load at 5.81 TC: 317 lb Conc. Load at 8.64 BC: 20 lb Conc. Load at 2.98 BC: 84 lb Conc. Load at 5.81 BC: 141 lb Conc. Load at 8.64 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 406 /- /- /- /52 /- E 521 /- /- /- /54 /- Wind reactions based on MWFRS B Brg Wid = 7.0 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 B - C 105 -1014 Chords Tens. Comp. C - D 19 -76 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 964 -100 Chords Tens. Comp. F - E 954 -103 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 182 0 C - E 108 - 997 Webs Tens. Comp. D - E 31 - 116 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 F 999 240 VERT(CL): 0.060 F 999 240 HORZ(LL): 0.009 E - - HORZ(TL): 0.018 E - - Creep Factor: 2.0 Max TC CSI: 0.839 Max BC CSI: 0.638 Max Web CSI: 0.512 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A7 11'5"13 Hip Jack Girder Ply: 1 Qty: 2 Wgt: 56.0 lbs SEQN: 20725 / T20 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 11'5"13 (J) 6'3"15 6'3"15 11'5"13 5'1"14 6'2"3 6'2"3 11'5"13 5'3"102'1"7 4"1 3'8"104'3"8A B C D EF 3.54 12 2X4(A1) 1.5X4 3X4 1.5X4 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 11.49 BC: From 2 plf at 0.00 to 2 plf at 11.49 TC: 57 lb Conc. Load at 2.98 TC: 197 lb Conc. Load at 5.81 TC: 317 lb Conc. Load at 8.64 BC: 20 lb Conc. Load at 2.98 BC: 84 lb Conc. Load at 5.81 BC: 141 lb Conc. Load at 8.64 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 406 /- /- /- /52 /- E 521 /- /- /- /54 /- Wind reactions based on MWFRS B Brg Wid = 7.0 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 B - C 105 -1014 Chords Tens. Comp. C - D 19 -76 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 964 -100 Chords Tens. Comp. F - E 954 -103 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 182 0 C - E 108 - 997 Webs Tens. Comp. D - E 31 - 116 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 F 999 240 VERT(CL): 0.060 F 999 240 HORZ(LL): 0.009 E - - HORZ(TL): 0.018 E - - Creep Factor: 2.0 Max TC CSI: 0.839 Max BC CSI: 0.638 Max Web CSI: 0.512 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A7 11'5"13 Hip Jack Girder Ply: 1 Qty: 2 Wgt: 56.0 lbs SEQN: 20725 / T20 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 11'5"13 (J) 6'3"15 6'3"15 11'5"13 5'1"14 6'2"3 6'2"3 11'5"13 5'3"102'1"7 4"1 3'8"104'3"8A B C D EF 3.54 12 2X4(A1) 1.5X4 3X4 1.5X4 3X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 4.30 BC: From 2 plf at 0.00 to 2 plf at 4.30 TC: -86 lb Conc. Load at 1.45 BC: -29 lb Conc. Load at 1.45 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 8 /- /- /- /76 /- D - /-18 /- /- /9 /- C - /-23 /- /- /12 /- Wind reactions based on MWFRS B Brg Wid = 7.0 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 Chords Tens. Comp. B - C 16 -6 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.004 B - - HORZ(TL): 0.005 B - - Creep Factor: 2.0 Max TC CSI: 0.206 Max BC CSI: 0.171 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:D2 4'3"9 Hip Jack Girder Ply: 1 Qty: 1 Wgt: 16.8 lbs SEQN: 20726 / T24 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 4'3"9 4'3"92'1"7 4"1 1'7"42'2"1A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 4.30 BC: From 2 plf at 0.00 to 2 plf at 4.30 TC: -86 lb Conc. Load at 1.45 BC: -29 lb Conc. Load at 1.45 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 8 /- /- /- /76 /- D - /-18 /- /- /9 /- C - /-23 /- /- /12 /- Wind reactions based on MWFRS B Brg Wid = 7.0 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 Chords Tens. Comp. B - C 16 -6 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.004 B - - HORZ(TL): 0.005 B - - Creep Factor: 2.0 Max TC CSI: 0.206 Max BC CSI: 0.171 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:D2 4'3"9 Hip Jack Girder Ply: 1 Qty: 1 Wgt: 16.8 lbs SEQN: 20726 / T24 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 4'3"9 4'3"92'1"7 4"1 1'7"42'2"1A B C D 3.54 12 2X4(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP SS Dense; Bot chord: 2x4 SP SS Dense; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 13.61 BC: From 2 plf at 0.00 to 2 plf at 13.61 TC: 8 lb Conc. Load at 2.28 TC: 165 lb Conc. Load at 5.10 TC: 288 lb Conc. Load at 7.93 TC: 405 lb Conc. Load at 10.76 BC: -2 lb Conc. Load at 2.28 BC: 69 lb Conc. Load at 5.10 BC: 127 lb Conc. Load at 7.93 BC: 181 lb Conc. Load at 10.76 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 549 /- /- /- /88 /- E 812 /- /- /- /92 /- Wind reactions based on MWFRS B Brg Wid = 7.0 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 B - C 186 -1546 Chords Tens. Comp. C - D 56 - 143 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1476 -174 Chords Tens. Comp. F - E 1463 - 178 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 282 0 C - E 189 -1551 Webs Tens. Comp. D - E 53 - 197 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.044 F 999 240 VERT(CL): 0.090 F 999 240 HORZ(LL): 0.012 E - - HORZ(TL): 0.024 E - - Creep Factor: 2.0 Max TC CSI: 0.650 Max BC CSI: 0.438 Max Web CSI: 0.334 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E18 13'7"5 Hip Jack Girder Ply: 1 Qty: 1 Wgt: 63.0 lbs SEQN: 20727 / T1 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 13'7"5 (J) 7'4"11 7'4"11 13'7"5 6'2"10 7'2"15 7'2"15 13'7"5 6'4"62'1"7 4"1 4'4"24'11"(a) A B C D EF 3.54 12 3X4(A1) 1.5X4 3X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP SS Dense; Bot chord: 2x4 SP SS Dense; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 13.61 BC: From 2 plf at 0.00 to 2 plf at 13.61 TC: 8 lb Conc. Load at 2.28 TC: 165 lb Conc. Load at 5.10 TC: 288 lb Conc. Load at 7.93 TC: 405 lb Conc. Load at 10.76 BC: -2 lb Conc. Load at 2.28 BC: 69 lb Conc. Load at 5.10 BC: 127 lb Conc. Load at 7.93 BC: 181 lb Conc. Load at 10.76 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 549 /- /- /- /88 /- E 812 /- /- /- /92 /- Wind reactions based on MWFRS B Brg Wid = 7.0 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 B - C 186 -1546 Chords Tens. Comp. C - D 56 - 143 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1476 -174 Chords Tens. Comp. F - E 1463 - 178 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 282 0 C - E 189 -1551 Webs Tens. Comp. D - E 53 - 197 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.044 F 999 240 VERT(CL): 0.090 F 999 240 HORZ(LL): 0.012 E - - HORZ(TL): 0.024 E - - Creep Factor: 2.0 Max TC CSI: 0.650 Max BC CSI: 0.438 Max Web CSI: 0.334 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E18 13'7"5 Hip Jack Girder Ply: 1 Qty: 1 Wgt: 63.0 lbs SEQN: 20727 / T1 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 13'7"5 (J) 7'4"11 7'4"11 13'7"5 6'2"10 7'2"15 7'2"15 13'7"5 6'4"62'1"7 4"1 4'4"24'11"(a) A B C D EF 3.54 12 3X4(A1) 1.5X4 3X4 1.5X4 4X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.50 to 62 plf at 12.67 BC: From 10 plf at 0.00 to 10 plf at 12.67 BC: 1767 lb Conc. Load at 1.40, 3.40, 5.40, 7.40 BC: 1764 lb Conc. Load at 9.40,11.40 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 5795 /- /- /- /190 /- L 5796 /- /- /20 /- /- Wind reactions based on MWFRS K Brg Wid = 5.5 Min Req = 2.3 (Truss) L Brg Wid = 5.5 Min Req = 2.3 (Truss) Bearings K & L are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 11 -3 B - C 27 -1792 C - D 3 -1314 Chords Tens. Comp. D - E 0 - 769 E - F 0 -769 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 11 -1 J - I 1606 -21 Chords Tens. Comp. I - H 1198 0 H - G 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 36 -1595 B - J 1830 -23 J - C 492 -9 C - I 30 -560 D - I 1365 0 Webs Tens. Comp. D - H 3 - 1033 E - H 12 -39 H - F 1853 0 F - G 0 -1712 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.031 I 999 240 VERT(CL): 0.061 I 999 240 HORZ(LL): 0.010 C - - HORZ(TL): 0.019 C - - Creep Factor: 2.0 Max TC CSI: 0.099 Max BC CSI: 0.627 Max Web CSI: 0.418 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:B3 12'8" Mono Hip Girder Ply: 3 Qty: 1 Wgt: 113.4 lbs SEQN: 20747 / T21 / HIPM FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W3 W4 W5 W6 W5 W6 W5 12'8" 4'1" 4'1" 7'10"9 3'9"8 10'3"4 2'4"12 12'8" 2'4"12 3'9"8 3'9"8 7'10"9 4'1" 10'3"4 2'4"12 12'8" 2'4"121'6"2'4"15'7"7A B C DEF GHIJKL 5 12 4X5 3X4 5X6(R) 3X4 5X6 4X6 1.5X4 6X8 4X6(R) 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.50 to 62 plf at 12.67 BC: From 10 plf at 0.00 to 10 plf at 12.67 BC: 1767 lb Conc. Load at 1.40, 3.40, 5.40, 7.40 BC: 1764 lb Conc. Load at 9.40,11.40 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 5795 /- /- /- /190 /- L 5796 /- /- /20 /- /- Wind reactions based on MWFRS K Brg Wid = 5.5 Min Req = 2.3 (Truss) L Brg Wid = 5.5 Min Req = 2.3 (Truss) Bearings K & L are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 11 -3 B - C 27 -1792 C - D 3 -1314 Chords Tens. Comp. D - E 0 - 769 E - F 0 -769 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 11 -1 J - I 1606 -21 Chords Tens. Comp. I - H 1198 0 H - G 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 36 -1595 B - J 1830 -23 J - C 492 -9 C - I 30 -560 D - I 1365 0 Webs Tens. Comp. D - H 3 - 1033 E - H 12 -39 H - F 1853 0 F - G 0 -1712 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.031 I 999 240 VERT(CL): 0.061 I 999 240 HORZ(LL): 0.010 C - - HORZ(TL): 0.019 C - - Creep Factor: 2.0 Max TC CSI: 0.099 Max BC CSI: 0.627 Max Web CSI: 0.418 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:B3 12'8" Mono Hip Girder Ply: 3 Qty: 1 Wgt: 113.4 lbs SEQN: 20747 / T21 / HIPM FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W3 W4 W5 W6 W5 W6 W5 12'8" 4'1" 4'1" 7'10"9 3'9"8 10'3"4 2'4"12 12'8" 2'4"12 3'9"8 3'9"8 7'10"9 4'1" 10'3"4 2'4"12 12'8" 2'4"121'6"2'4"15'7"7A B C DEF GHIJKL 5 12 4X5 3X4 5X6(R) 3X4 5X6 4X6 1.5X4 6X8 4X6(R) 2X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.50 to 62 plf at 8.17 TC: From 31 plf at 8.17 to 31 plf at 12.17 TC: From 62 plf at 12.17 to 62 plf at 21.83 BC: From 20 plf at 0.00 to 20 plf at 8.20 BC: From 10 plf at 8.20 to 10 plf at 12.31 BC: From 20 plf at 12.31 to 20 plf at 20.33 BC: 842 lb Conc. Load at 8.20,12.14 BC: 321 lb Conc. Load at 10.17 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1840 /- /- /- /194 /- G 1839 /- /- /- /194 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) G Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings B & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 17 -4 B - C 210 -1939 C - D 189 -1860 D - E 170 -1679 Chords Tens. Comp. E - F 189 - 1853 F - G 211 -1934 G - H 17 -4 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1757 -186 J - I 1661 -168 Chords Tens. Comp. I - G 1753 - 186 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 16 -53 J - D 572 -44 D - I 23 -3 Webs Tens. Comp. E - I 582 -45 I - F 16 -55 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.078 J 999 240 VERT(CL): 0.154 J 999 240 HORZ(LL): 0.028 G - - HORZ(TL): 0.056 G - - Creep Factor: 2.0 Max TC CSI: 0.369 Max BC CSI: 0.903 Max Web CSI: 0.131 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A3 20'4" Stepdown Hip Girder Ply: 2 Qty: 1 Wgt: 103.6 lbs SEQN: 20734 / T5 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T1 B1 B2 W1 W2 W3 W2 W1 20'4" 4'4"14 4'4"14 8'2" 3'9"2 12'2" 4' 15'11"2 3'9"2 20'4" 4'4"14 7'10"8 7'10"8 12'3"12 4'5"4 20'4" 8'0"41'6"1'6" 4"13'8"144'3"9DT -1"10 A B C D E F G H IJ 5 12 3X5(A1) 1.5X4 3X4 4X4 4X4 5X6 1.5X4 3X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.50 to 62 plf at 8.17 TC: From 31 plf at 8.17 to 31 plf at 12.17 TC: From 62 plf at 12.17 to 62 plf at 21.83 BC: From 20 plf at 0.00 to 20 plf at 8.20 BC: From 10 plf at 8.20 to 10 plf at 12.31 BC: From 20 plf at 12.31 to 20 plf at 20.33 BC: 842 lb Conc. Load at 8.20,12.14 BC: 321 lb Conc. Load at 10.17 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1840 /- /- /- /194 /- G 1839 /- /- /- /194 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) G Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings B & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 17 -4 B - C 210 -1939 C - D 189 -1860 D - E 170 -1679 Chords Tens. Comp. E - F 189 - 1853 F - G 211 -1934 G - H 17 -4 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1757 -186 J - I 1661 -168 Chords Tens. Comp. I - G 1753 - 186 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 16 -53 J - D 572 -44 D - I 23 -3 Webs Tens. Comp. E - I 582 -45 I - F 16 -55 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.078 J 999 240 VERT(CL): 0.154 J 999 240 HORZ(LL): 0.028 G - - HORZ(TL): 0.056 G - - Creep Factor: 2.0 Max TC CSI: 0.369 Max BC CSI: 0.903 Max Web CSI: 0.131 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A3 20'4" Stepdown Hip Girder Ply: 2 Qty: 1 Wgt: 103.6 lbs SEQN: 20734 / T5 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T1 B1 B2 W1 W2 W3 W2 W1 20'4" 4'4"14 4'4"14 8'2" 3'9"2 12'2" 4' 15'11"2 3'9"2 20'4" 4'4"14 7'10"8 7'10"8 12'3"12 4'5"4 20'4" 8'0"41'6"1'6" 4"13'8"144'3"9DT -1"10 A B C D E F G H IJ 5 12 3X5(A1) 1.5X4 3X4 4X4 4X4 5X6 1.5X4 3X5(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.50 to 62 plf at 3.08 TC: From 31 plf at 3.08 to 31 plf at 6.67 BC: From 20 plf at 0.00 to 20 plf at 3.11 BC: From 10 plf at 3.11 to 10 plf at 6.67 BC: From 70 plf at 6.67 to 70 plf at 6.79 TC: 44 lb Conc. Load at 3.11 TC: 66 lb Conc. Load at 5.15, 6.60 BC: 9 lb Conc. Load at 3.11 BC: 27 lb Conc. Load at 5.15, 6.60 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 397 /- /- /- /65 /- E 339 /- /- /- /47 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 17 -4 B - C 35 -225 Chords Tens. Comp. C - D 2 -10 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 195 -30 G - F 191 -31 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 37 0 C - F 32 -193 Webs Tens. Comp. D - F 22 -76 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 G 999 240 VERT(CL): 0.007 G 999 240 HORZ(LL): 0.001 F - - HORZ(TL): 0.002 F - - Creep Factor: 2.0 Max TC CSI: 0.115 Max BC CSI: 0.122 Max Web CSI: 0.039 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:D1 6'8" Mono Hip Girder Ply: 2 Qty: 1 Wgt: 32.2 lbs SEQN: 20754 / T19 / HIPM FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W3 6'9"8 (J) 3'1" 3'1" 6'6"4 3'5"4 6'9"8 3"4 2'11"4 2'11"4 6'4"8 3'5"4 6'9"8 5" 1'6" 4"1 3"81'7"72'2"2DT -1"10 A B C D EFG 5 12 2X4(A1) 1.5X4 4X4 1.5X4 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.50 to 62 plf at 3.08 TC: From 31 plf at 3.08 to 31 plf at 6.67 BC: From 20 plf at 0.00 to 20 plf at 3.11 BC: From 10 plf at 3.11 to 10 plf at 6.67 BC: From 70 plf at 6.67 to 70 plf at 6.79 TC: 44 lb Conc. Load at 3.11 TC: 66 lb Conc. Load at 5.15, 6.60 BC: 9 lb Conc. Load at 3.11 BC: 27 lb Conc. Load at 5.15, 6.60 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 397 /- /- /- /65 /- E 339 /- /- /- /47 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 17 -4 B - C 35 -225 Chords Tens. Comp. C - D 2 -10 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 195 -30 G - F 191 -31 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 37 0 C - F 32 -193 Webs Tens. Comp. D - F 22 -76 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 G 999 240 VERT(CL): 0.007 G 999 240 HORZ(LL): 0.001 F - - HORZ(TL): 0.002 F - - Creep Factor: 2.0 Max TC CSI: 0.115 Max BC CSI: 0.122 Max Web CSI: 0.039 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:D1 6'8" Mono Hip Girder Ply: 2 Qty: 1 Wgt: 32.2 lbs SEQN: 20754 / T19 / HIPM FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W3 6'9"8 (J) 3'1" 3'1" 6'6"4 3'5"4 6'9"8 3"4 2'11"4 2'11"4 6'4"8 3'5"4 6'9"8 5" 1'6" 4"1 3"81'7"72'2"2DT -1"10 A B C D EFG 5 12 2X4(A1) 1.5X4 4X4 1.5X4 3X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.07 BC: From 2 plf at 0.00 to 2 plf at 6.07 TC: 81 lb Conc. Load at 3.22 BC: 45 lb Conc. Load at 3.22 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 140 /- /- /- /14 /- E74 /- /- /6 /- /- Wind reactions based on MWFRS F Brg Wid = 7.0 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing F is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 B - C 10 -17 Chords Tens. Comp. C - D 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 8 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - F 27 -114 B - G 0 -5 Webs Tens. Comp. G - C 9 -44 G - E 2 -22 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.003 D 929 240 VERT(CL): -0.006 D 999 240 HORZ(LL): -0.001 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.267 Max BC CSI: 0.183 Max Web CSI: 0.033 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:T11 6'0"13 Hip Jack Girder Ply: 1 Qty: 2 Wgt: 42.0 lbs SEQN: 20774 / T11 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 6'0"13 (J) 5'10"5 5'10"5 6'0"13 2"8 5'9"8 5'9"8 5'10"5 0"13 6'0"13 2"7 2'1"72'4"14'1"8HB 0"12 A B C D EF G 3.54 12 3X4 1.5X4 1.5X4(**) 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.07 BC: From 2 plf at 0.00 to 2 plf at 6.07 TC: 81 lb Conc. Load at 3.22 BC: 45 lb Conc. Load at 3.22 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 140 /- /- /- /14 /- E74 /- /- /6 /- /- Wind reactions based on MWFRS F Brg Wid = 7.0 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing F is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 B - C 10 -17 Chords Tens. Comp. C - D 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 8 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - F 27 -114 B - G 0 -5 Webs Tens. Comp. G - C 9 -44 G - E 2 -22 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 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: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.003 D 929 240 VERT(CL): -0.006 D 999 240 HORZ(LL): -0.001 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.267 Max BC CSI: 0.183 Max Web CSI: 0.033 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:T11 6'0"13 Hip Jack Girder Ply: 1 Qty: 2 Wgt: 42.0 lbs SEQN: 20774 / T11 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 6'0"13 (J) 5'10"5 5'10"5 6'0"13 2"8 5'9"8 5'9"8 5'10"5 0"13 6'0"13 2"7 2'1"72'4"14'1"8HB 0"12 A B C D EF G 3.54 12 3X4 1.5X4 1.5X4(**) 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.50 to 62 plf at 4.33 TC: From 31 plf at 4.33 to 31 plf at 8.33 TC: From 62 plf at 8.33 to 62 plf at 14.17 BC: From 20 plf at 0.00 to 20 plf at 4.36 BC: From 10 plf at 4.36 to 10 plf at 8.30 BC: From 20 plf at 8.30 to 20 plf at 12.67 BC: 240 lb Conc. Load at 4.36, 8.30 BC: 165 lb Conc. Load at 6.33 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 847 /- /- /- /118 /- K 847 /- /- /- /118 /- Wind reactions based on MWFRS J Brg Wid = 5.5 Min Req = 1.5 (Truss) K Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings J & K are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 17 -4 B - C 57 -395 C - D 48 -345 Chords Tens. Comp. D - E 58 - 399 E - F 17 -4 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 3 0 I - H 339 -47 Chords Tens. Comp. H - G 3 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 69 -415 B - I 377 -52 I - C 37 0 C - H 7 -1 Webs Tens. Comp. D - H 44 0 H - E 379 -52 E - G 69 -413 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 H 999 240 VERT(CL): 0.011 H 999 240 HORZ(LL): 0.001 C - - HORZ(TL): 0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.115 Max BC CSI: 0.159 Max Web CSI: 0.086 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:B1 Ply: 2 Qty: 1 Wgt: 93.8 lbs SEQN: 20777 / T16 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T1 B1 W1 W2 W3 W4 W3 W2 W1 12'8" 4'4" 4'4" 8'4" 4' 12'8" 4'4" 4'0"8 4'0"8 8'5"12 4'5"4 12'8" 4'2"41'6"1'6"2'4"14'1"12DT -1"10 A B C D E F GHIJK 5 12 3X4 1.5X4 3X4 4X4 4X4 3X8 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.50 to 62 plf at 4.33 TC: From 31 plf at 4.33 to 31 plf at 8.33 TC: From 62 plf at 8.33 to 62 plf at 14.17 BC: From 20 plf at 0.00 to 20 plf at 4.36 BC: From 10 plf at 4.36 to 10 plf at 8.30 BC: From 20 plf at 8.30 to 20 plf at 12.67 BC: 240 lb Conc. Load at 4.36, 8.30 BC: 165 lb Conc. Load at 6.33 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 847 /- /- /- /118 /- K 847 /- /- /- /118 /- Wind reactions based on MWFRS J Brg Wid = 5.5 Min Req = 1.5 (Truss) K Brg Wid = 5.5 Min Req = 1.5 (Truss) Bearings J & K are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 17 -4 B - C 57 -395 C - D 48 -345 Chords Tens. Comp. D - E 58 - 399 E - F 17 -4 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 3 0 I - H 339 -47 Chords Tens. Comp. H - G 3 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 69 -415 B - I 377 -52 I - C 37 0 C - H 7 -1 Webs Tens. Comp. D - H 44 0 H - E 379 -52 E - G 69 -413 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 H 999 240 VERT(CL): 0.011 H 999 240 HORZ(LL): 0.001 C - - HORZ(TL): 0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.115 Max BC CSI: 0.159 Max Web CSI: 0.086 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:B1 Ply: 2 Qty: 1 Wgt: 93.8 lbs SEQN: 20777 / T16 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T1 B1 W1 W2 W3 W4 W3 W2 W1 12'8" 4'4" 4'4" 8'4" 4' 12'8" 4'4" 4'0"8 4'0"8 8'5"12 4'5"4 12'8" 4'2"41'6"1'6"2'4"14'1"12DT -1"10 A B C D E F GHIJK 5 12 3X4 1.5X4 3X4 4X4 4X4 3X8 3X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 278 /- /- /160 /- /55 E 165 /- /- /110 /46 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing G is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 39 -62 Chords Tens. Comp. C - D 0 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 28 -120 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 110 -235 B - F 131 -28 Webs Tens. Comp. C - F 112 - 120 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 D 964 240 VERT(CL): -0.002 D 999 240 HORZ(LL): -0.001 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.226 Max BC CSI: 0.092 Max Web CSI: 0.046 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:T14 4'4" End Jack Ply: 1 Qty: 3 Wgt: 32.2 lbs SEQN: 20768 / T14 / EJAC FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 4'4" (J)Supporting Member: (2) 4'1"4 4'1"4 4'4" 2"12 3'11"8 3'11"8 4'4" 4"8 1'6"2'4"14'1"12HB 1"A B CD EFG 5 12 3X4 1.5X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 278 /- /- /160 /- /55 E 165 /- /- /110 /46 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing G is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 39 -62 Chords Tens. Comp. C - D 0 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 28 -120 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 110 -235 B - F 131 -28 Webs Tens. Comp. C - F 112 - 120 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 D 964 240 VERT(CL): -0.002 D 999 240 HORZ(LL): -0.001 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.226 Max BC CSI: 0.092 Max Web CSI: 0.046 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:T14 4'4" End Jack Ply: 1 Qty: 3 Wgt: 32.2 lbs SEQN: 20768 / T14 / EJAC FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 4'4" (J)Supporting Member: (2) 4'1"4 4'1"4 4'4" 2"12 3'11"8 3'11"8 4'4" 4"8 1'6"2'4"14'1"12HB 1"A B CD EFG 5 12 3X4 1.5X4 1.5X4 4X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M* 86 /- /- /43 /7 /5 Wind reactions based on MWFRS M Brg Wid = 230 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 -77 B - C 69 -71 C - D 109 -57 Chords Tens. Comp. D - E 108 -50 E - F 61 -33 F - G 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 81 -59 L - K 83 -62 K - J 84 -64 Chords Tens. Comp. J - I 84 -64 I - H 84 -63 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 99 -237 C - K 130 - 278 D - J 13 -208 Webs Tens. Comp. I - E 129 - 254 F - H 133 -178 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 A 999 240 VERT(CL): 0.014 A 999 240 HORZ(LL): -0.002 F - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.198 Max BC CSI: 0.100 Max Web CSI: 0.080 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F5 Ply: 1 Qty: 1 Wgt: 82.6 lbs SEQN: 20783 / T44 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W3 W2 W4 19'2"10 3'11"6 4' (TYP) 3'1"8 11'11"6 11'11"6 19'2"10 7'3"4 19'2"10 19'2"10 1'6" 0"4 1'11"105'A B C D E F G H IJKL M 5 12 3X4(D1) 1.5X4 1.5X4 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M* 86 /- /- /43 /7 /5 Wind reactions based on MWFRS M Brg Wid = 230 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 -77 B - C 69 -71 C - D 109 -57 Chords Tens. Comp. D - E 108 -50 E - F 61 -33 F - G 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 81 -59 L - K 83 -62 K - J 84 -64 Chords Tens. Comp. J - I 84 -64 I - H 84 -63 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 99 -237 C - K 130 - 278 D - J 13 -208 Webs Tens. Comp. I - E 129 - 254 F - H 133 -178 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 A 999 240 VERT(CL): 0.014 A 999 240 HORZ(LL): -0.002 F - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.198 Max BC CSI: 0.100 Max Web CSI: 0.080 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F5 Ply: 1 Qty: 1 Wgt: 82.6 lbs SEQN: 20783 / T44 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W3 W2 W4 19'2"10 3'11"6 4' (TYP) 3'1"8 11'11"6 11'11"6 19'2"10 7'3"4 19'2"10 19'2"10 1'6" 0"4 1'11"105'A B C D E F G H IJKL M 5 12 3X4(D1) 1.5X4 1.5X4 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K* 87 /- /- /43 /7 /4 Wind reactions based on MWFRS K Brg Wid = 206 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 84 -59 B - C 107 -50 C - D 104 -36 Chords Tens. Comp. D - E 56 -20 E - F 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 64 -57 J - I 65 -62 Chords Tens. Comp. I - H 65 -62 H - G 66 -60 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 171 -353 C - I 16 -202 Webs Tens. Comp. H - D 139 - 255 E - G 134 - 172 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 A 999 240 VERT(CL): 0.057 A 999 240 HORZ(LL): 0.007 A - - HORZ(TL): 0.013 A - - Creep Factor: 2.0 Max TC CSI: 0.430 Max BC CSI: 0.220 Max Web CSI: 0.054 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F4 Ply: 1 Qty: 1 Wgt: 68.6 lbs SEQN: 20780 / T45 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W1 W3 17'2"10 5'11"6 4' (TYP) 3'1"8 9'11"6 9'11"6 17'2"10 7'3"4 17'2"10 17'2"10 1'6" 0"4 1'1"104'2"A B C D E F G HIJ K 5 12 3X4(D1) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K* 87 /- /- /43 /7 /4 Wind reactions based on MWFRS K Brg Wid = 206 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 84 -59 B - C 107 -50 C - D 104 -36 Chords Tens. Comp. D - E 56 -20 E - F 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 64 -57 J - I 65 -62 Chords Tens. Comp. I - H 65 -62 H - G 66 -60 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 171 -353 C - I 16 -202 Webs Tens. Comp. H - D 139 - 255 E - G 134 - 172 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 A 999 240 VERT(CL): 0.057 A 999 240 HORZ(LL): 0.007 A - - HORZ(TL): 0.013 A - - Creep Factor: 2.0 Max TC CSI: 0.430 Max BC CSI: 0.220 Max Web CSI: 0.054 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F4 Ply: 1 Qty: 1 Wgt: 68.6 lbs SEQN: 20780 / T45 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 W1 W2 W1 W3 17'2"10 5'11"6 4' (TYP) 3'1"8 9'11"6 9'11"6 17'2"10 7'3"4 17'2"10 17'2"10 1'6" 0"4 1'1"104'2"A B C D E F G HIJ K 5 12 3X4(D1) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L* 91 /- /- /46 /8 /4 Wind reactions based on MWFRS L Brg Wid = 231 Min Req = - Bearing R is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 47 -74 C - D 51 -50 D - E 76 -45 E - F 87 -14 Chords Tens. Comp. F - G 87 -14 G - H 87 -14 H - I 82 -41 I - J 67 -17 J - K 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 66 -49 Q - P 68 -50 P - O 69 -52 Chords Tens. Comp. O - N 69 -52 N - M 69 -52 M - L 69 -52 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 79 -148 C - Q 99 -154 D - P 120 - 260 F - O 152 -242 Webs Tens. Comp. G - N 185 -263 M - I 62 -166 J - L 142 - 138 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 H 999 240 VERT(CL): 0.024 H 999 240 HORZ(LL): -0.057 E - - HORZ(TL): 0.093 E - - Creep Factor: 2.0 Max TC CSI: 0.185 Max BC CSI: 0.079 Max Web CSI: 0.117 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F7 Ply: 1 Qty: 1 Wgt: 100.8 lbs SEQN: 20795 / T47 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 W1 W2 W3 W4 W4 W5 W6 19'4" 1'8"4' (TYP) 1'6"4 8'10"8 8'10"8 15'3"1 6'4"10 19'4" 4'0"15 19'4" 19'4"1'6"1'6"1'7"113'7"105'4"1A B C D EF G H I J K L MNOPQ R 5 12 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X4 1.5X4 1.5X4 1.5X4 1.5X4 3X4 1.5X4 1.5X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L* 91 /- /- /46 /8 /4 Wind reactions based on MWFRS L Brg Wid = 231 Min Req = - Bearing R is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 47 -74 C - D 51 -50 D - E 76 -45 E - F 87 -14 Chords Tens. Comp. F - G 87 -14 G - H 87 -14 H - I 82 -41 I - J 67 -17 J - K 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 66 -49 Q - P 68 -50 P - O 69 -52 Chords Tens. Comp. O - N 69 -52 N - M 69 -52 M - L 69 -52 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 79 -148 C - Q 99 -154 D - P 120 - 260 F - O 152 -242 Webs Tens. Comp. G - N 185 -263 M - I 62 -166 J - L 142 - 138 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 H 999 240 VERT(CL): 0.024 H 999 240 HORZ(LL): -0.057 E - - HORZ(TL): 0.093 E - - Creep Factor: 2.0 Max TC CSI: 0.185 Max BC CSI: 0.079 Max Web CSI: 0.117 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F7 Ply: 1 Qty: 1 Wgt: 100.8 lbs SEQN: 20795 / T47 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 W1 W2 W3 W4 W4 W5 W6 19'4" 1'8"4' (TYP) 1'6"4 8'10"8 8'10"8 15'3"1 6'4"10 19'4" 4'0"15 19'4" 19'4"1'6"1'6"1'7"113'7"105'4"1A B C D EF G H I J K L MNOPQ R 5 12 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X4 1.5X4 1.5X4 1.5X4 1.5X4 3X4 1.5X4 1.5X4 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K* 91 /- /- /46 /8 /5 Wind reactions based on MWFRS K Brg Wid = 231 Min Req = - Bearing P is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 73 -80 C - D 78 -56 D - E 116 -44 E - F 106 -24 Chords Tens. Comp. F - G 125 -48 G - H 87 -43 H - I 59 -24 I - J 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 85 -64 O - N 87 -66 N - M 87 -67 Chords Tens. Comp. M - L 87 -66 L - K 87 -67 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 126 -249 C - O 159 - 330 D - N 104 - 225 Webs Tens. Comp. M - G 116 - 264 L - H 82 - 156 I - K 130 - 147 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 E 999 240 VERT(CL): 0.021 E 999 240 HORZ(LL): -0.014 I - - HORZ(TL): 0.026 I - - Creep Factor: 2.0 Max TC CSI: 0.328 Max BC CSI: 0.147 Max Web CSI: 0.112 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F6 Ply: 1 Qty: 1 Wgt: 93.8 lbs SEQN: 20792 / T46 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 19'4" 5'8"4' (TYP) 1'6"4 10'10"8 10'10"8 13'3"1 2'4"10 19'4" 6'0"15 19'4" 19'4"1'6"1'6" 9"11 2'9"105'4"15'5"2A B C D EFG H I J K LMNO P 5 12 1.5X4(**) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X4 3X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K* 91 /- /- /46 /8 /5 Wind reactions based on MWFRS K Brg Wid = 231 Min Req = - Bearing P is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 B - C 73 -80 C - D 78 -56 D - E 116 -44 E - F 106 -24 Chords Tens. Comp. F - G 125 -48 G - H 87 -43 H - I 59 -24 I - J 34 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 85 -64 O - N 87 -66 N - M 87 -67 Chords Tens. Comp. M - L 87 -66 L - K 87 -67 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 126 -249 C - O 159 - 330 D - N 104 - 225 Webs Tens. Comp. M - G 116 - 264 L - H 82 - 156 I - K 130 - 147 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 E 999 240 VERT(CL): 0.021 E 999 240 HORZ(LL): -0.014 I - - HORZ(TL): 0.026 I - - Creep Factor: 2.0 Max TC CSI: 0.328 Max BC CSI: 0.147 Max Web CSI: 0.112 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:F6 Ply: 1 Qty: 1 Wgt: 93.8 lbs SEQN: 20792 / T46 / VAL FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 19'4" 5'8"4' (TYP) 1'6"4 10'10"8 10'10"8 13'3"1 2'4"10 19'4" 6'0"15 19'4" 19'4"1'6"1'6" 9"11 2'9"105'4"15'5"2A B C D EFG H I J K LMNO P 5 12 1.5X4(**) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X4 3X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing Fasten rated sheathing to one face of this frame. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 109 /- /- /67 /12 /14 Wind reactions based on MWFRS D Brg Wid = 38.5 Min Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 26 -50 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 88 -18 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 149 -208 Webs Tens. Comp. C - D 87 -79 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 C 999 240 VERT(CL): 0.000 C 999 240 HORZ(LL): -0.014 C - - HORZ(TL): 0.018 C - - Creep Factor: 2.0 Max TC CSI: 0.133 Max BC CSI: 0.062 Max Web CSI: 0.081 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:C1 3'2"8 Valley Ply: 1 Qty: 1 Wgt: 18.2 lbs SEQN: 20801 / T48 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 3'2"8 3'2"8 3'2"81'6"1'0"52'4"6A B C DE 5 12 1.5X4 1.5X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing Fasten rated sheathing to one face of this frame. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 109 /- /- /67 /12 /14 Wind reactions based on MWFRS D Brg Wid = 38.5 Min Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 34 0 Chords Tens. Comp. B - C 26 -50 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 88 -18 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 149 -208 Webs Tens. Comp. C - D 87 -79 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 C 999 240 VERT(CL): 0.000 C 999 240 HORZ(LL): -0.014 C - - HORZ(TL): 0.018 C - - Creep Factor: 2.0 Max TC CSI: 0.133 Max BC CSI: 0.062 Max Web CSI: 0.081 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:C1 3'2"8 Valley Ply: 1 Qty: 1 Wgt: 18.2 lbs SEQN: 20801 / T48 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 3'2"8 3'2"8 3'2"81'6"1'0"52'4"6A B C DE 5 12 1.5X4 1.5X4 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 82 /- /- /46 /4 /9 Wind reactions based on MWFRS C Brg Wid = 38.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 74 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 85 -80 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.115 Max BC CSI: 0.090 Max Web CSI: 0.024 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:C 3'2"8 Valley Ply: 1 Qty: 1 Wgt: 12.6 lbs SEQN: 20804 / T52 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 3'2"8 3'2"8 3'2"8 2"5 1'6"6A B C 5 12 3X4(D1) 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 82 /- /- /46 /4 /9 Wind reactions based on MWFRS C Brg Wid = 38.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 74 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 85 -80 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.115 Max BC CSI: 0.090 Max Web CSI: 0.024 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:C 3'2"8 Valley Ply: 1 Qty: 1 Wgt: 12.6 lbs SEQN: 20804 / T52 / VAL FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 3'2"8 3'2"8 3'2"8 2"5 1'6"6A B C 5 12 3X4(D1) 1.5X4 1.5X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP SS Dense; Bot chord: 2x4 SP SS Dense; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 13.61 BC: From 2 plf at 0.00 to 2 plf at 13.61 TC: 8 lb Conc. Load at 2.28 TC: 165 lb Conc. Load at 5.10 TC: 288 lb Conc. Load at 7.93 TC: 405 lb Conc. Load at 10.76 BC: -2 lb Conc. Load at 2.28 BC: 69 lb Conc. Load at 5.10 BC: 127 lb Conc. Load at 7.93 BC: 181 lb Conc. Load at 10.76 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 549 /- /- /- /88 /- E 812 /- /- /- /92 /- Wind reactions based on MWFRS B Brg Wid = 7.0 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 B - C 186 -1546 Chords Tens. Comp. C - D 56 - 143 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1476 -174 Chords Tens. Comp. F - E 1463 - 178 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 282 0 C - E 189 -1551 Webs Tens. Comp. D - E 53 - 197 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.044 F 999 240 VERT(CL): 0.090 F 999 240 HORZ(LL): 0.012 E - - HORZ(TL): 0.024 E - - Creep Factor: 2.0 Max TC CSI: 0.650 Max BC CSI: 0.438 Max Web CSI: 0.334 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E16 Ply: 1 Qty: 2 Wgt: 63.0 lbs SEQN: 20812 / T4 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 13'7"5 (J) 7'4"11 7'4"11 13'7"5 6'2"10 7'2"15 7'2"15 13'7"5 6'4"62'1"7 4"1 4'4"24'11"(a) A B C D EF 3.54 12 3X4(A1) 1.5X4 3X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP SS Dense; Bot chord: 2x4 SP SS Dense; Webs: 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.12 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 13.61 BC: From 2 plf at 0.00 to 2 plf at 13.61 TC: 8 lb Conc. Load at 2.28 TC: 165 lb Conc. Load at 5.10 TC: 288 lb Conc. Load at 7.93 TC: 405 lb Conc. Load at 10.76 BC: -2 lb Conc. Load at 2.28 BC: 69 lb Conc. Load at 5.10 BC: 127 lb Conc. Load at 7.93 BC: 181 lb Conc. Load at 10.76 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 549 /- /- /- /88 /- E 812 /- /- /- /92 /- Wind reactions based on MWFRS B Brg Wid = 7.0 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -5 B - C 186 -1546 Chords Tens. Comp. C - D 56 - 143 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1476 -174 Chords Tens. Comp. F - E 1463 - 178 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 282 0 C - E 189 -1551 Webs Tens. Comp. D - E 53 - 197 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.044 F 999 240 VERT(CL): 0.090 F 999 240 HORZ(LL): 0.012 E - - HORZ(TL): 0.024 E - - Creep Factor: 2.0 Max TC CSI: 0.650 Max BC CSI: 0.438 Max Web CSI: 0.334 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E16 Ply: 1 Qty: 2 Wgt: 63.0 lbs SEQN: 20812 / T4 / HIP_ FROM:DRW: ... / ... 08/20/2024 T1 B1 W1 W2 W3 13'7"5 (J) 7'4"11 7'4"11 13'7"5 6'2"10 7'2"15 7'2"15 13'7"5 6'4"62'1"7 4"1 4'4"24'11"(a) A B C D EF 3.54 12 3X4(A1) 1.5X4 3X4 1.5X4 4X4 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #1; B2 2x6 SP SS Dense; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on Either The Top or Bottom Chords. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.34 to 62 plf at 9.67 TC: From 31 plf at 9.67 to 31 plf at 33.67 TC: From 62 plf at 33.67 to 62 plf at 43.00 BC: From 80 plf at 0.00 to 80 plf at 0.34 BC: From 20 plf at 0.34 to 20 plf at 9.70 BC: From 10 plf at 9.70 to 10 plf at 33.64 BC: From 20 plf at 33.64 to 20 plf at 43.00 BC: From 80 plf at 43.00 to 80 plf at 43.33 BC: 1196 lb Conc. Load at 9.70,33.64 BC: 384 lb Conc. Load at 11.73,13.73,15.73,17.73 19.73,21.67,23.60,25.60,27.60,29.60,31.60 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O 4587 /- /- /- /511 /- I 4587 /- /- /- /511 /- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req = 2.7 (Truss) I Brg Wid = 5.5 Min Req = 2.7 (Truss) Bearings O & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 674 -5794 B - C 652 -5715 C - D 809 -6970 D - E 878 -7560 Chords Tens. Comp. E - F 878 - 7560 F - G 809 -6970 G - H 652 -5715 H - I 674 - 5794 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 5336 -616 N - M 5221 - 595 M - L 7007 -814 Chords Tens. Comp. L - K 7007 - 814 K - J 5221 -595 J - I 5336 -616 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 16 -53 N - C 872 -73 C - M 2097 - 256 M - D 68 -492 D - L 655 -76 E - L 22 -94 Webs Tens. Comp. L - F 655 -76 F - K 68 -492 K - G 2097 -256 G - J 872 -73 J - H 16 -53 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.33 ft Loc. from endwall: not in 6.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.499 E 999 240 VERT(CL): 1.003 E 514 240 HORZ(LL): 0.113 I - - HORZ(TL): 0.228 I - - Creep Factor: 2.0 Max TC CSI: 0.485 Max BC CSI: 0.916 Max Web CSI: 0.473 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E5 Ply: 2 Qty: 1 Wgt: 278.6 lbs SEQN: 20822 / T35 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T2 T1 B1 B2 B1 W1 W2 W3 W4 W3 W4 W3 W4 W3 W2 W1 43'4" 5'1"14 5'1"14 9'8" 4'6"2 15'8"14 6'0"14 21'8" 5'11"2 27'7"2 5'11"2 33'8" 6'0"14 38'2"2 4'6"2 43'4" 5'1"14 9'4"8 9'4"8 15'5"6 6'0"14 21'8" 6'2"10 27'10"10 6'2"10 33'11"8 6'0"14 43'4" 9'4"8 4"14'4"6DT -1"10 A B C DEF G H I JKLMNO 5 12 4X10(D1) 1.5X4 4X5 6X6 H0710 3X4 7X8 3X8 3X4 H0710 6X6 4X5 1.5X4 4X10(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #1; B2 2x6 SP SS Dense; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on Either The Top or Bottom Chords. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.34 to 62 plf at 9.67 TC: From 31 plf at 9.67 to 31 plf at 33.67 TC: From 62 plf at 33.67 to 62 plf at 43.00 BC: From 80 plf at 0.00 to 80 plf at 0.34 BC: From 20 plf at 0.34 to 20 plf at 9.70 BC: From 10 plf at 9.70 to 10 plf at 33.64 BC: From 20 plf at 33.64 to 20 plf at 43.00 BC: From 80 plf at 43.00 to 80 plf at 43.33 BC: 1196 lb Conc. Load at 9.70,33.64 BC: 384 lb Conc. Load at 11.73,13.73,15.73,17.73 19.73,21.67,23.60,25.60,27.60,29.60,31.60 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O 4587 /- /- /- /511 /- I 4587 /- /- /- /511 /- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req = 2.7 (Truss) I Brg Wid = 5.5 Min Req = 2.7 (Truss) Bearings O & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 674 -5794 B - C 652 -5715 C - D 809 -6970 D - E 878 -7560 Chords Tens. Comp. E - F 878 - 7560 F - G 809 -6970 G - H 652 -5715 H - I 674 - 5794 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 5336 -616 N - M 5221 - 595 M - L 7007 -814 Chords Tens. Comp. L - K 7007 - 814 K - J 5221 -595 J - I 5336 -616 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 16 -53 N - C 872 -73 C - M 2097 - 256 M - D 68 -492 D - L 655 -76 E - L 22 -94 Webs Tens. Comp. L - F 655 -76 F - K 68 -492 K - G 2097 -256 G - J 872 -73 J - H 16 -53 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.33 ft Loc. from endwall: not in 6.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.499 E 999 240 VERT(CL): 1.003 E 514 240 HORZ(LL): 0.113 I - - HORZ(TL): 0.228 I - - Creep Factor: 2.0 Max TC CSI: 0.485 Max BC CSI: 0.916 Max Web CSI: 0.473 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E5 Ply: 2 Qty: 1 Wgt: 278.6 lbs SEQN: 20822 / T35 / HIPS FROM:DRW: ... / ... 08/20/2024 T1 T2 T2 T1 B1 B2 B1 W1 W2 W3 W4 W3 W4 W3 W4 W3 W2 W1 43'4" 5'1"14 5'1"14 9'8" 4'6"2 15'8"14 6'0"14 21'8" 5'11"2 27'7"2 5'11"2 33'8" 6'0"14 38'2"2 4'6"2 43'4" 5'1"14 9'4"8 9'4"8 15'5"6 6'0"14 21'8" 6'2"10 27'10"10 6'2"10 33'11"8 6'0"14 43'4" 9'4"8 4"14'4"6DT -1"10 A B C DEF G H I JKLMNO 5 12 4X10(D1) 1.5X4 4X5 6X6 H0710 3X4 7X8 3X8 3X4 H0710 6X6 4X5 1.5X4 4X10(D1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #1; B3 2x6 SP SS Dense; Webs: 2x4 SP #2; W5 2x4 SP SS Dense; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @10.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on Either The Top or Bottom Chords. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.34 to 62 plf at 9.67 TC: From 31 plf at 9.67 to 31 plf at 43.33 BC: From 80 plf at 0.00 to 80 plf at 0.34 BC: From 20 plf at 0.34 to 20 plf at 9.38 BC: From 10 plf at 9.38 to 10 plf at 43.33 BC: 1196 lb Conc. Load at 9.70 BC: 384 lb Conc. Load at 11.73,13.73,15.73,17.73 19.73,21.73,23.73,25.73,27.73,29.73,31.73,33.73 35.73,37.73,39.73,41.73,43.27 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O 4531 /- /- /- /510 /- I 5353 /- /- /- /638 /- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req = 2.7 (Truss) I Brg Wid = - Min Req = - Bearing O is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 673 -5726 B - C 653 -5652 C - D 822 -6991 D - E 874 -7406 Chords Tens. Comp. E - F 756 - 6385 F - G 756 -6385 G - H 469 -3960 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 5271 -615 N - M 5161 - 596 M - L 7019 -826 Chords Tens. Comp. L - K 7371 - 871 K - J 4071 -484 J - I 10 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 15 -45 N - C 907 -78 C - M 2129 - 263 M - D 57 -370 D - L 449 -55 L - E 454 -40 Webs Tens. Comp. E - K 132 - 1136 F - K 22 -88 K - G 2666 -314 G - J 185 -1445 J - H 4527 -536 H - I 274 - 2264 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.33 ft Loc. from endwall: not in 6.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.478 L 999 240 VERT(CL): 0.960 L 539 240 HORZ(LL): 0.099 C - - HORZ(TL): 0.198 C - - Creep Factor: 2.0 Max TC CSI: 0.506 Max BC CSI: 0.948 Max Web CSI: 0.602 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E15 Ply: 2 Qty: 1 Wgt: 291.9 lbs SEQN: 20817 / T10 / HIPM FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 T4 B1 B2 B3 B4 W1 W2 W3 W4 W3 W4 W3 W4 W3 W4 W5 W4 43'4" (J) 5'1"14 5'1"14 9'8" 4'6"2 16'4"13 6'8"13 23'1"10 6'8"13 29'8"10 6'7"1 36'3"11 6'7"1 42'11" 6'7"5 43'4" 5" 9'4"8 9'4"8 16'1"5 6'8"13 22'10"2 6'8"13 29'8"10 6'10"9 36'7"11 6'11"1 43'4" 6'8"5 4"1 4'2"124'4"6DT -1"10 A B C DEFG H IJKLMNO 5 12 4X10(D1) 1.5X4 7X8 6X6 H0710 3X4 3X4 7X8 1.5X4 H0710(I) 8X8 6X8 4X10 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #1; B3 2x6 SP SS Dense; Webs: 2x4 SP #2; W5 2x4 SP SS Dense; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @10.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on Either The Top or Bottom Chords. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.34 to 62 plf at 9.67 TC: From 31 plf at 9.67 to 31 plf at 43.33 BC: From 80 plf at 0.00 to 80 plf at 0.34 BC: From 20 plf at 0.34 to 20 plf at 9.38 BC: From 10 plf at 9.38 to 10 plf at 43.33 BC: 1196 lb Conc. Load at 9.70 BC: 384 lb Conc. Load at 11.73,13.73,15.73,17.73 19.73,21.73,23.73,25.73,27.73,29.73,31.73,33.73 35.73,37.73,39.73,41.73,43.27 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O 4531 /- /- /- /510 /- I 5353 /- /- /- /638 /- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req = 2.7 (Truss) I Brg Wid = - Min Req = - Bearing O is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 673 -5726 B - C 653 -5652 C - D 822 -6991 D - E 874 -7406 Chords Tens. Comp. E - F 756 - 6385 F - G 756 -6385 G - H 469 -3960 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 5271 -615 N - M 5161 - 596 M - L 7019 -826 Chords Tens. Comp. L - K 7371 - 871 K - J 4071 -484 J - I 10 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 15 -45 N - C 907 -78 C - M 2129 - 263 M - D 57 -370 D - L 449 -55 L - E 454 -40 Webs Tens. Comp. E - K 132 - 1136 F - K 22 -88 K - G 2666 -314 G - J 185 -1445 J - H 4527 -536 H - I 274 - 2264 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.33 ft Loc. from endwall: not in 6.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.478 L 999 240 VERT(CL): 0.960 L 539 240 HORZ(LL): 0.099 C - - HORZ(TL): 0.198 C - - Creep Factor: 2.0 Max TC CSI: 0.506 Max BC CSI: 0.948 Max Web CSI: 0.602 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:E15 Ply: 2 Qty: 1 Wgt: 291.9 lbs SEQN: 20817 / T10 / HIPM FROM:DRW: ... / ... 08/20/2024 T1 T2 T3 T4 B1 B2 B3 B4 W1 W2 W3 W4 W3 W4 W3 W4 W3 W4 W5 W4 43'4" (J) 5'1"14 5'1"14 9'8" 4'6"2 16'4"13 6'8"13 23'1"10 6'8"13 29'8"10 6'7"1 36'3"11 6'7"1 42'11" 6'7"5 43'4" 5" 9'4"8 9'4"8 16'1"5 6'8"13 22'10"2 6'8"13 29'8"10 6'10"9 36'7"11 6'11"1 43'4" 6'8"5 4"1 4'2"124'4"6DT -1"10 A B C DEFG H IJKLMNO 5 12 4X10(D1) 1.5X4 7X8 6X6 H0710 3X4 3X4 7X8 1.5X4 H0710(I) 8X8 6X8 4X10 3X8 PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP SS Dense; B2 2x6 SP #1; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 21.83 BC: From 10 plf at 0.00 to 10 plf at 10.17 BC: From 20 plf at 10.17 to 20 plf at 20.33 BC: 1764 lb Conc. Load at 0.60 BC: 1766 lb Conc. Load at 2.60, 4.60, 6.60, 8.60 BC: 5353 lb Conc. Load at 10.54 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 10192 /- /- /- /407 /- F 5640 /- /- /- /485 /- Wind reactions based on MWFRS K Brg Wid = 5.5 Min Req = 3.4 (Truss) F Brg Wid = 5.5 Min Req = 2.2 (Truss) Bearings K & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 377 -6429 B - C 368 -6365 C - D 368 -4403 Chords Tens. Comp. D - E 369 - 4411 E - F 381 - 4519 F - G 11 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 5939 -344 J - I 5028 -344 Chords Tens. Comp. I - H 4152 - 348 H - F 4153 - 348 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 9 -100 J - C 1766 0 C - I 9 -1291 Webs Tens. Comp. D - I 3271 - 260 I - E 12 - 104 E - H 12 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.179 I 999 240 VERT(CL): 0.355 I 677 240 HORZ(LL): 0.042 F - - HORZ(TL): 0.083 F - - Creep Factor: 2.0 Max TC CSI: 0.693 Max BC CSI: 0.901 Max Web CSI: 0.738 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A6 Ply: 3 Qty: 1 Wgt: 116.2 lbs SEQN: 20825 / T32 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 B2 W1 W2 W3 W4 W5 W6 20'4" 3'9"14 3'9"14 6'11"15 3'2"1 10'2" 3'2"1 14'9"6 4'7"6 20'4" 5'6"10 5'4"14 5'4"14 10'2" 4'9"2 14'11"2 4'9"2 20'4" 5'4"14 1'6" 4"14'6"145'1"9A B C D E F G HIJK 5 12 4X5(A4) 4X5(A4) 1.5X4 4X8(R) 5X5 4X6(R) 10X12 3X4 1.5X4 3X10(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP SS Dense; B2 2x6 SP #1; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.162"x3.5", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (1) 0.162"x3.5", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 21.83 BC: From 10 plf at 0.00 to 10 plf at 10.17 BC: From 20 plf at 10.17 to 20 plf at 20.33 BC: 1764 lb Conc. Load at 0.60 BC: 1766 lb Conc. Load at 2.60, 4.60, 6.60, 8.60 BC: 5353 lb Conc. Load at 10.54 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 10192 /- /- /- /407 /- F 5640 /- /- /- /485 /- Wind reactions based on MWFRS K Brg Wid = 5.5 Min Req = 3.4 (Truss) F Brg Wid = 5.5 Min Req = 2.2 (Truss) Bearings K & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 377 -6429 B - C 368 -6365 C - D 368 -4403 Chords Tens. Comp. D - E 369 - 4411 E - F 381 - 4519 F - G 11 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 5939 -344 J - I 5028 -344 Chords Tens. Comp. I - H 4152 - 348 H - F 4153 - 348 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 9 -100 J - C 1766 0 C - I 9 -1291 Webs Tens. Comp. D - I 3271 - 260 I - E 12 - 104 E - H 12 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.179 I 999 240 VERT(CL): 0.355 I 677 240 HORZ(LL): 0.042 F - - HORZ(TL): 0.083 F - - Creep Factor: 2.0 Max TC CSI: 0.693 Max BC CSI: 0.901 Max Web CSI: 0.738 Mfg Specified Camber: VIEW Ver: 22.02.01.1115.13 Job Number:24-0404 5/12 hipset new house Truss Label:A6 Ply: 3 Qty: 1 Wgt: 116.2 lbs SEQN: 20825 / T32 / COMN FROM:DRW: ... / ... 08/20/2024 T1 T2 B1 B2 W1 W2 W3 W4 W5 W6 20'4" 3'9"14 3'9"14 6'11"15 3'2"1 10'2" 3'2"1 14'9"6 4'7"6 20'4" 5'6"10 5'4"14 5'4"14 10'2" 4'9"2 14'11"2 4'9"2 20'4" 5'4"14 1'6" 4"14'6"145'1"9A B C D E F G HIJK 5 12 4X5(A4) 4X5(A4) 1.5X4 4X8(R) 5X5 4X6(R) 10X12 3X4 1.5X4 3X10(A1) PDF created with pdfFactory Pro trial version www.pdffactory.com 08/20/24 This item has been digitally sealed by Robert A. Davis PE on 08/20/24 using a digital signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. P.O. Box 13106, Ruston LA 71273