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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 />T3 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 />Special Loads <br />------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) <br />TC: From 90 plf at -1.09 to 90 plf at 20.47 <br />TC: From 2 plf at 20.47 to 2 plf at 20.50 <br />TC: From 41 plf at 20.50 to 41 plf at 22.79 <br />TC: From 84 plf at 22.79 to 129 plf at 25.10 <br />TC: From 129 plf at 25.10 to 129 plf at 25.21 <br />BC: From 5 plf at -1.09 to 5 plf at 0.00 <br />BC: From 19 plf at 0.00 to 19 plf at 25.21 <br />TC: 90 lb Conc. Load at 20.47 <br />TC: 184 lb Conc. Load at 22.79 <br />Plating Notes <br />Connectors in green lumber (g) designed using <br />NDS/TPI reduction factors. <br />Loading <br />Bottom chord checked for 10.00 psf non-concurrent <br />live load. <br />Use this design for common hip trusses @ 27.8" oc. <br />Extend sloping TC of truss and jacks to hip rafter. <br />Support extensions every 2.31 ft to flat TC. Spacing of <br />supports originates from #1 hip. Attach 2x4 lateral <br />bracing to flat TC @ 24" oc with 2-16d Box or Gun <br />nails(0.135"x3.5",min.) and diagonally brace per <br />DW G. BRCALHIP0118. Support hip rafter with <br />cripples at 3-3-4 oc. <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 TC @ <br />24" oc. <br />Maximum Reactions (lbs) <br />Gravity Non-Gravity <br />Loc R+/ R-/ Rh / Rw / U / RL <br />B 1499 /-/-/888 /-/152 <br />I 1541 /-/-/799 /-/- <br />Wind reactions based on MWFRS <br />B Brg Wid = 5.5 Min Req =1.6 (Truss) <br />I Brg Wid = 5.5 Min Req =1.6 (Truss) <br />Bearings B & I are a rigid surface. <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 -3444 <br />C - D 0 -2796 <br />D - E 0 -1994 <br />Chords Tens.Comp. <br />E - F 0 -1869 <br />F - G 0 -1061 <br />G - H 0 -939 <br />Maximum Bot Chord Forces Per Ply (lbs) <br />Chords Tens.Comp. <br />B - N 3212 0 <br />N - M 3210 0 <br />M - L 2566 0 <br />Chords Tens.Comp. <br />L - K 2566 0 <br />K - J 1799 0 <br />Maximum Web Forces Per Ply (lbs) <br />Webs Tens.Comp. <br />C - M 0 -710 <br />M - D 464 0 <br />D - K 0 -902 <br />K - F 631 0 <br />Webs Tens.Comp. <br />F - J 0 -1188 <br />J - H 1482 0 <br />H - I 15 -1502 <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: 27.8 " <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: 3.00 ft <br />Loc. from endwall: NA <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: No <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):0.106 M 999 240 <br />VERT(CL):0.248 M 999 180 <br />HORZ(LL):0.028 J - - <br />HORZ(TL):0.066 J - - <br />Creep Factor: 2.0 <br />Max TC CSI:0.846 <br />Max BC CSI:0.890 <br />Max Web CSI:0.602 <br />VIEW Ver: 23.01.02.0731.17 <br />Job Number:RE1652_DV <br />OLIVE CREST <br />Truss Label:CE <br />Ply: 1SEQN:48504 SPEC <br />FROM: <br />Page 1 of 2 <br />Cust: R 6852 JRef:1Yef68520007 T65 <br />DrwNo:295.25.1201.53657 <br />/RTT 10/22/2025 <br />T3 <br />25'2"8 <br />4'10"11 <br />4'10"11 <br />9'9"5 <br />4'10"11 <br />14'8" <br />4'10"11 <br />20'5"11 <br />5'9"11 <br />25'2"8 <br />4'8"13 <br />4'10"11 <br />4'10"11 <br />9'9"5 <br />4'10"11 <br />14'8" <br />4'10"11 <br />20'0"12 <br />5'4"12 <br />25'2"8 <br />5'1"121' <br />3"15 <br />6'10"4 <br />7'1"13 <br />7'5"9 <br />(a)(a) <br />A <br />B <br />C <br />D <br />E F <br />G H <br />IJKLMN <br />4 12 <br />3X8(A1)1.5X3 <br />3X4 <br />3X4 <br />3X4 <br />H0308 <br />3X4 <br />3X4 <br />5X6 <br />5X8 <br />3X10 3X8 <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 />T3 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 />Special Loads <br />------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) <br />TC: From 90 plf at -1.09 to 90 plf at 20.47 <br />TC: From 2 plf at 20.47 to 2 plf at 20.50 <br />TC: From 41 plf at 20.50 to 41 plf at 22.79 <br />TC: From 84 plf at 22.79 to 129 plf at 25.10 <br />TC: From 129 plf at 25.10 to 129 plf at 25.21 <br />BC: From 5 plf at -1.09 to 5 plf at 0.00 <br />BC: From 19 plf at 0.00 to 19 plf at 25.21 <br />TC: 90 lb Conc. Load at 20.47 <br />TC: 184 lb Conc. Load at 22.79 <br />Plating Notes <br />Connectors in green lumber (g) designed using <br />NDS/TPI reduction factors. <br />Loading <br />Bottom chord checked for 10.00 psf non-concurrent <br />live load. <br />Use this design for common hip trusses @ 27.8" oc. <br />Extend sloping TC of truss and jacks to hip rafter. <br />Support extensions every 2.31 ft to flat TC. Spacing of <br />supports originates from #1 hip. Attach 2x4 lateral <br />bracing to flat TC @ 24" oc with 2-16d Box or Gun <br />nails(0.135"x3.5",min.) and diagonally brace per <br />DW G. BRCALHIP0118. Support hip rafter with <br />cripples at 3-3-4 oc. <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 TC @ <br />24" oc. <br />Maximum Reactions (lbs) <br />Gravity Non-Gravity <br />Loc R+/ R-/ Rh / Rw / U / RL <br />B 1499 /-/-/888 /-/152 <br />I 1541 /-/-/799 /-/- <br />Wind reactions based on MWFRS <br />B Brg Wid = 5.5 Min Req =1.6 (Truss) <br />I Brg Wid = 5.5 Min Req =1.6 (Truss) <br />Bearings B & I are a rigid surface. <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 -3444 <br />C - D 0 -2796 <br />D - E 0 -1994 <br />Chords Tens.Comp. <br />E - F 0 -1869 <br />F - G 0 -1061 <br />G - H 0 -939 <br />Maximum Bot Chord Forces Per Ply (lbs) <br />Chords Tens.Comp. <br />B - N 3212 0 <br />N - M 3210 0 <br />M - L 2566 0 <br />Chords Tens.Comp. <br />L - K 2566 0 <br />K - J 1799 0 <br />Maximum Web Forces Per Ply (lbs) <br />Webs Tens.Comp. <br />C - M 0 -710 <br />M - D 464 0 <br />D - K 0 -902 <br />K - F 631 0 <br />Webs Tens.Comp. <br />F - J 0 -1188 <br />J - H 1482 0 <br />H - I 15 -1502 <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: 27.8 " <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: 3.00 ft <br />Loc. from endwall: NA <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: No <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):0.106 M 999 240 <br />VERT(CL):0.248 M 999 180 <br />HORZ(LL):0.028 J - - <br />HORZ(TL):0.066 J - - <br />Creep Factor: 2.0 <br />Max TC CSI:0.846 <br />Max BC CSI:0.890 <br />Max Web CSI:0.602 <br />VIEW Ver: 23.01.02.0731.17 <br />Job Number:RE1652_DV <br />OLIVE CREST <br />Truss Label:CE <br />Ply: 1SEQN:48504 SPEC <br />FROM: <br />Page 1 of 2 <br />Cust: R 6852 JRef:1Yef68520007 T65 <br />DrwNo:295.25.1201.53657 <br />/RTT 10/22/2025 <br />T3 <br />25'2"8 <br />4'10"11 <br />4'10"11 <br />9'9"5 <br />4'10"11 <br />14'8" <br />4'10"11 <br />20'5"11 <br />5'9"11 <br />25'2"8 <br />4'8"13 <br />4'10"11 <br />4'10"11 <br />9'9"5 <br />4'10"11 <br />14'8" <br />4'10"11 <br />20'0"12 <br />5'4"12 <br />25'2"8 <br />5'1"121' <br />3"15 <br />6'10"4 <br />7'1"13 <br />7'5"9 <br />(a)(a) <br />A <br />B <br />C <br />D <br />E F <br />G H <br />IJKLMN <br />4 12 <br />3X8(A1)1.5X3 <br />3X4 <br />3X4 <br />3X4 <br />H0308 <br />3X4 <br />3X4 <br />5X6 <br />5X8 <br />3X10 3X8 <br />3X8 <br />$%Lbl:CE?$ <br />10/22/2025