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**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! <br />**IMPORTANT**FURNISH THIS DRAW ING 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. <br />For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org <br />Inland Empire Truss <br />275 West Rider St <br />Perris CA 92571 <br />(951)300-1758 <br />155 Harlem Ave <br />North Building, 4th Floor <br />Glenview, IL 60025 <br />Lumber <br />Top chord: 2x4 DF-L #2(g); <br />T2 2x4 DF-L #1&Bet.(g); <br />Bot chord: 2x4 DF-L #1&Bet.(g); <br />Webs: 2x4 DF-L Standard(g); <br />Bracing <br />(a) Continuous lateral restraint equally spaced on <br />member. <br />Plating Notes <br />Connectors in green lumber (g) designed using <br />NDS/TPI reduction factors. <br />All plates are 1.5X3 except as noted. <br />(++) - This plate works for both joints covered. <br />Loading <br />Bottom chord checked for 10.00 psf non-concurrent <br />live load. <br />Truss checked for 250# live movable load along <br />Bottom Chord, non-concurrent with design snow or <br />live loads. <br />Purlins <br />In lieu of structural panels use purlins to brace all flat <br />TC @ 24" oc. <br />Wind <br />Wind loads based on MWFRS with additional C&C <br />member design. <br />Right end vertical not exposed to wind pressure. <br />Wind loading based on both gable and hip roof types. <br />Additional Notes <br />Negative reaction(s) of -408# MAX. from a non-wind <br />load case requires uplift connection. See Maximum <br />Reactions. <br />Lumber shall be dried to a maximum moisture content <br />of 19% prior to installation. <br />Maximum Reactions (lbs) <br />Gravity Non-Gravity <br />Loc R+/ R-/ Rh / Rw / U / RL <br />B 1071 /-/-/671 /-/93 <br />N 2380 /-/-/1444 /-/- <br />L 104 /-408 /-/-/186 /- <br />Wind reactions based on MWFRS <br />B Brg Wid = 5.5 Min Req =1.5 (Truss) <br />N Brg Wid = 5.5 Min Req =2.2 (Truss) <br />L Brg Wid = 5.5 Min Req =1.5 (Truss) <br />Bearings B & L are a rigid surface. <br />Bearing N Fcperp = 625psi. <br />Members not listed have forces less than 375# <br />Maximum Top Chord Forces Per Ply (lbs) <br />Chords Tens.Comp. <br />B - C 0 -2217 <br />C - D 5 -1493 <br />D - F 56 -1001 <br />Chords Tens.Comp. <br />G - H 1309 -11 <br />H - I 1309 -11 <br />I - J 1309 -11 <br />Maximum Bot Chord Forces Per Ply (lbs) <br />Chords Tens.Comp. <br />B - S 2043 0 <br />S - R 2038 0 <br />R - Q 1335 -48 <br />Q - P 1335 -48 <br />Chords Tens.Comp. <br />P - O 966 -58 <br />N - M 0 -562 <br />M - L 0 -562 <br />Maximum Web Forces Per Ply (lbs) <br />Webs Tens.Comp. <br />C - R 0 -754 <br />R - D 482 0 <br />D - P 0 -478 <br />P - F 431 0 <br />F - O 45 -1117 <br />Webs Tens.Comp. <br />O - G 803 0 <br />G - N 47 -1793 <br />N - J 19 -1174 <br />J - L 757 0 <br />Loading Criteria (psf) <br />TCLL:20.00 <br />TCDL:18.00 <br />BCLL:0.00 <br />BCDL:8.00 <br />Des Ld:46.00 <br />NCBCLL:10.00 <br />Soffit:2.00 <br />Load Duration: 1.25 <br />Spacing: 24.0 " <br />Wind Criteria <br />Wind Std:ASCE 7-16 <br />Speed:95 mph <br />Enclosure: Enclosed <br />Risk Category: II <br />EXP: C Kzt: NA <br />Mean Height: 15.00 ft <br />TCDL: 10.8 psf <br />BCDL: 4.8 psf <br />MWFRS Parallel Dist: 0 to h/2 <br />C&C Dist a: 3.31 ft <br />Loc. from endwall: Any <br />GCpi: 0.18 <br />Wind Duration: 1.60 <br />Snow Criteria (Pg,Pf in PSF) <br />Pg: NA Ct: NA CAT: NA <br />Pf: NA Ce: NA <br />Lu: NA Cs: NA <br />Snow Duration: NA <br />Building Code: <br />CBC 2022 <br />TPI Std:2014 <br />Rep Fac: Varies by Ld Case <br />FT/RT:8(0)/10(0) <br />Plate Type(s): <br />WAVE, HS <br />Defl/CSI Criteria <br />PP Deflection in loc L/defl L/# <br />VERT(LL):0.065 C 999 240 <br />VERT(CL):0.153 C 999 180 <br />HORZ(LL):0.018 N - - <br />HORZ(TL):0.042 N - - <br />Creep Factor: 2.0 <br />Max TC CSI:0.486 <br />Max BC CSI:0.876 <br />Max Web CSI:0.651 <br />VIEW Ver: 23.01.02.0731.17 <br />Job Number:RE1652_DV <br />OLIVE CREST <br />Truss Label:AD <br />Ply: 1SEQN:48464 SPEC <br />FROM: <br />Cust: R 6852 JRef:1Yef68520007 T49 <br />DrwNo:295.25.1158.06237 <br />/RTT 10/22/2025 <br />T2 <br />24'11"12 8'1"4 <br />6'2"4 <br />6'2"4 <br />12' <br />5'9"12 <br />15'11"9 <br />3'11"9 <br />16'1"5 <br />1"12 <br />20'6"3 <br />4'4"13 <br />20'7"15 <br />1"12 <br />25'0"12 <br />4'4"13 <br />28'11" <br />3'10"4 <br />29'0"12 <br />1"12 <br />33'1" <br />4'0"4 <br />6'2"4 <br />6'2"4 <br />11'6"12 <br />5'4"8 <br />15'11"9 <br />4'4"13 <br />20'6"3 <br />4'6"9 <br />25'0"12 <br />4'6"9 <br />25'2"8 <br />1"12 <br />28'11" <br />3'8"8 <br />33'1" <br />4'2"1' <br />3"15 <br />4'0"4 <br />4'11"13 <br />5'3"9(a) <br />A B <br />C <br />D <br />E <br />F GH I J K <br />LMNOPQRS <br />4 12 <br />3X8(A1T) <br />3X4 <br />3X4 <br />6X8 <br />H0308 3X4 <br />3X4 <br />3X6 <br />4X10(++) <br />4X8 <br />3X10 <br />3X8 <br />**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! <br />**IMPORTANT**FURNISH THIS DRAW ING 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. <br />For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org <br />Inland Empire Truss <br />275 West Rider St <br />Perris CA 92571 <br />(951)300-1758 <br />155 Harlem Ave <br />North Building, 4th Floor <br />Glenview, IL 60025 <br />Lumber <br />Top chord: 2x4 DF-L #2(g); <br />T2 2x4 DF-L #1&Bet.(g); <br />Bot chord: 2x4 DF-L #1&Bet.(g); <br />Webs: 2x4 DF-L Standard(g); <br />Bracing <br />(a) Continuous lateral restraint equally spaced on <br />member. <br />Plating Notes <br />Connectors in green lumber (g) designed using <br />NDS/TPI reduction factors. <br />All plates are 1.5X3 except as noted. <br />(++) - This plate works for both joints covered. <br />Loading <br />Bottom chord checked for 10.00 psf non-concurrent <br />live load. <br />Truss checked for 250# live movable load along <br />Bottom Chord, non-concurrent with design snow or <br />live loads. <br />Purlins <br />In lieu of structural panels use purlins to brace all flat <br />TC @ 24" oc. <br />Wind <br />Wind loads based on MWFRS with additional C&C <br />member design. <br />Right end vertical not exposed to wind pressure. <br />Wind loading based on both gable and hip roof types. <br />Additional Notes <br />Negative reaction(s) of -408# MAX. from a non-wind <br />load case requires uplift connection. See Maximum <br />Reactions. <br />Lumber shall be dried to a maximum moisture content <br />of 19% prior to installation. <br />Maximum Reactions (lbs) <br />Gravity Non-Gravity <br />Loc R+/ R-/ Rh / Rw / U / RL <br />B 1071 /-/-/671 /-/93 <br />N 2380 /-/-/1444 /-/- <br />L 104 /-408 /-/-/186 /- <br />Wind reactions based on MWFRS <br />B Brg Wid = 5.5 Min Req =1.5 (Truss) <br />N Brg Wid = 5.5 Min Req =2.2 (Truss) <br />L Brg Wid = 5.5 Min Req =1.5 (Truss) <br />Bearings B & L are a rigid surface. <br />Bearing N Fcperp = 625psi. <br />Members not listed have forces less than 375# <br />Maximum Top Chord Forces Per Ply (lbs) <br />Chords Tens.Comp. <br />B - C 0 -2217 <br />C - D 5 -1493 <br />D - F 56 -1001 <br />Chords Tens.Comp. <br />G - H 1309 -11 <br />H - I 1309 -11 <br />I - J 1309 -11 <br />Maximum Bot Chord Forces Per Ply (lbs) <br />Chords Tens.Comp. <br />B - S 2043 0 <br />S - R 2038 0 <br />R - Q 1335 -48 <br />Q - P 1335 -48 <br />Chords Tens.Comp. <br />P - O 966 -58 <br />N - M 0 -562 <br />M - L 0 -562 <br />Maximum Web Forces Per Ply (lbs) <br />Webs Tens.Comp. <br />C - R 0 -754 <br />R - D 482 0 <br />D - P 0 -478 <br />P - F 431 0 <br />F - O 45 -1117 <br />Webs Tens.Comp. <br />O - G 803 0 <br />G - N 47 -1793 <br />N - J 19 -1174 <br />J - L 757 0 <br />Loading Criteria (psf) <br />TCLL:20.00 <br />TCDL:18.00 <br />BCLL:0.00 <br />BCDL:8.00 <br />Des Ld:46.00 <br />NCBCLL:10.00 <br />Soffit:2.00 <br />Load Duration: 1.25 <br />Spacing: 24.0 " <br />Wind Criteria <br />Wind Std:ASCE 7-16 <br />Speed:95 mph <br />Enclosure: Enclosed <br />Risk Category: II <br />EXP: C Kzt: NA <br />Mean Height: 15.00 ft <br />TCDL: 10.8 psf <br />BCDL: 4.8 psf <br />MWFRS Parallel Dist: 0 to h/2 <br />C&C Dist a: 3.31 ft <br />Loc. from endwall: Any <br />GCpi: 0.18 <br />Wind Duration: 1.60 <br />Snow Criteria (Pg,Pf in PSF) <br />Pg: NA Ct: NA CAT: NA <br />Pf: NA Ce: NA <br />Lu: NA Cs: NA <br />Snow Duration: NA <br />Building Code: <br />CBC 2022 <br />TPI Std:2014 <br />Rep Fac: Varies by Ld Case <br />FT/RT:8(0)/10(0) <br />Plate Type(s): <br />WAVE, HS <br />Defl/CSI Criteria <br />PP Deflection in loc L/defl L/# <br />VERT(LL):0.065 C 999 240 <br />VERT(CL):0.153 C 999 180 <br />HORZ(LL):0.018 N - - <br />HORZ(TL):0.042 N - - <br />Creep Factor: 2.0 <br />Max TC CSI:0.486 <br />Max BC CSI:0.876 <br />Max Web CSI:0.651 <br />VIEW Ver: 23.01.02.0731.17 <br />Job Number:RE1652_DV <br />OLIVE CREST <br />Truss Label:AD <br />Ply: 1SEQN:48464 SPEC <br />FROM: <br />Cust: R 6852 JRef:1Yef68520007 T49 <br />DrwNo:295.25.1158.06237 <br />/RTT 10/22/2025 <br />T2 <br />24'11"12 8'1"4 <br />6'2"4 <br />6'2"4 <br />12' <br />5'9"12 <br />15'11"9 <br />3'11"9 <br />16'1"5 <br />1"12 <br />20'6"3 <br />4'4"13 <br />20'7"15 <br />1"12 <br />25'0"12 <br />4'4"13 <br />28'11" <br />3'10"4 <br />29'0"12 <br />1"12 <br />33'1" <br />4'0"4 <br />6'2"4 <br />6'2"4 <br />11'6"12 <br />5'4"8 <br />15'11"9 <br />4'4"13 <br />20'6"3 <br />4'6"9 <br />25'0"12 <br />4'6"9 <br />25'2"8 <br />1"12 <br />28'11" <br />3'8"8 <br />33'1" <br />4'2"1' <br />3"15 <br />4'0"4 <br />4'11"13 <br />5'3"9(a) <br />A B <br />C <br />D <br />E <br />F GH I J K <br />LMNOPQRS <br />4 12 <br />3X8(A1T) <br />3X4 <br />3X4 <br />6X8 <br />H0308 3X4 <br />3X4 <br />3X6 <br />4X10(++) <br />4X8 <br />3X10 <br />3X8 <br />$%Lbl:AD?$ <br />10/22/2025