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Report lob puss Truss Type ;Ply WI PRECISION TRUSS&LUMBER, L 21-CP3713 1A01 GABLE 1 1 �1 , , INC.,CLACKAMAS,OR.97015 Job�eference optlon� race-��� 8.500 s Oct 22 2021 MiTek Industries Inc Wed Jan 5 08:0717 2022 Page 1 /. ID:FkhE30FkOX?EYSg8N45JKoyD07k-HXXvUHRyWr?w61Z1 X?FTw_Ek8DIXBEMRubUg4XZyRR8 -- 13-0-8 19-5-0 25-9-8 32-2-0 38-10-0 6_8-0 6-8-0 6-4-8 6-4_8 6-4-8 6-4-8 6-8-0 Scale=1:64.7 pi OFFICE COPY 0.25112 5x5= 3x7=4x10= 17 1 4x6= 4x8=4x4= 2x3 I I 4x5= _ 3 4 5 6 57 4712 488 4x8 M19 ST1 S 2 W8AHS T ST 2 gg 1-4Z o 16 15 2x3 II 2x3 II 6x9= 14 13 12 11 10 4x6= 4x4=- 5x12= 12x14 M18AHS I! 4x4= 4x6= 3x12= 2x3 11 2x3 11 1 rl 40 7-11-5 15-7-2 23-2-14 38-10-0 30 ] [ ]_ 7115 7-7-13 7713 7-7-13 7-11-5 Plate Offsets(X Y) 11.0 2-3,Edge] 12 0-4 8 0 2-0] 12 0 2 0,0-0-121,17 0 5 0,0-2 0] El0:Edge 0-2-12Lj11 0-0 13 0 2-4 15:0-6 0 0 2-0, 16:0-4-8 0 4-0 LOADING(psf) SPACING- 2-0 0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP 'itg TCLL 25.0 Plate GripDOL 1.15 TC 0.95 Vert(LL) -0.75 12-14 >615 240 MT20 185/148 (Roof Snow=25.0) TCDL 17.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -1.58 12 14 >291 180 M18AHS 145/140 BCLL 0.0 * Rep Stress Incr NO WB 0.71 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-R Weight:261 lb FT=0% AP LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except` TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except T2:2x6 DF 1800F 1.6E end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. taw WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-16,3-15,6-11,7-10 W1,W12:2x6 DF No.2,W2,W11:2x6 DF 1800F 1.6E OTHERS 2x4 HF Std ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=2007/0-5-8 (min.0-1-14),10=2141/0-5-8 (min.0-2-0) Max Horz 16=-159(LC 10) Max Uplift16=-446(LC 13),10=-321(LC 9) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250( less except when shown. E C E I V E TOP CHORD 1-16=-294/161,1-2=-312/198,2 3=5813/1/1992,3-4=-9324/3096,4-5=9330/3095, 5-6=-10184/3280,6-57=-7509/2250,7-57=-7513/2250,7-8=-720/160,8-9=-730/156, 9-10=-461/82 BOT CHORD 15-16=-1822/5095,14-1/5095, 5=-2960/8532 13-14=-3500/10284,12-13=-3500/10284, JAN 2 6 202! WEBS 2-16=-5070/1753,2-15=-332/1386,3-15=-2931/1082.3-14=-192/1000,5-14=-1070/479,met !i G L� 6-12=-19/460,6-11=-2491/1062,7-11=-282/1099,7-10=-6288/2001 CITY OF TIGARD NOTES- BUILDING DIVISION 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS ma (envelope)gable end zone and C-C Corner(3)0-2-12 to 15-2-12,Exterior(2)15-2-12 to 23-7-4,Corner(3)23-7-4 to 38-7-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. Ma 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=446 , 10=321. ,pr 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Load case(s)1,2,3,4,5,6,7,8,9, 10, 11,12,13,14, 15,16,17,18,19,20,21,22,23,24,25 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). it Y itAibtagneMgrldard Toti -- _ — Truss 'Truss Type y 21-CP3713 1A01 , ,GABLE ID:Fk 1 q 1 ''.Job Referenceloptional� hE30FkOX —, - 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:18 2022 Page 2 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ?EYS 8N45JKoyD07k-mj5lidSaG97nkv8E5imiTCmvuddmwhcb6FDNczzyRR7 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-57=-84,10-16=-20 Trapezoidal Loads(plf) Vert:57=-84-to-9=-120(F=-36) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-57=-71,10-16=-20 Trapezoidal Loads(plf) Vert:57=-71-to-9=-108(F=-36) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) at Vert:1-57=-34,10-16=-40 Trapezoidal Loads(plf) Vert:57=-34-to-9=-70(F=-36) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=48,10-16=-12 Horz:1-16=18,1-17=76,1-9=56,9-10=35 Trapezoidal Loads(plf) Vert:57=48-to-9=12(F=-36) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=48,10-16=-12 Horz:1-16=-35,1-17=-54,1-9=56,9-10=-18 Trapezoidal Loads(plf) Vert:57=48-to-9=12(F=-36) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-48,10-16=-20 Horz:1-16=-22,1-17=36,1-9=-14,9-10=-31 Trapezoidal Loads(plf) Vert:57=-48-to-9=-84(F=-36) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-48,10-16=-20 Horz:1-16=31,1-17=-54,1-9=-14,9-10=22 Trapezoidal Loads(plf) Vert:57=-48-to-9=-84(F=-36) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=17,10-16=-12 Horz:1-16=18,1-17=54,1-9=25,9-10=23 Trapezoidal Loads(plf) Vert:57=17-to-9=-19(F=-36) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 10 Uniform Loads(plf) Vert:1-57=36,10-16=-12 Horz:1-16=-23,1-17=-54,1-9=44,9-10=-18 Trapezoidal Loads(plf) Vert:57=36-to-9=0(F=-36) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-22,10-16=-20 Horz:1-16=31,1-17=54,1-9=12,9-10=11 Trapezoidal Loads(plf) lit Vert:57=-22-to-9=-58(F=-36) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-2,10-16=-20 Horz:1-16=-11,1-17=-54,1-9=32,9-10=-31 Trapezoidal Loads(plf) Vert:57=-2-to-9=-38(F=-36) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=17,10-16=-12 Horz:1-16=15,1-17=-36,1-9=25,9-10=22 Trapezoidal Loads(plf) Vert:57=17-to-9=-19(F=-36) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-57=36,10-16=-12 Horz:1-16=-22,1-17=-36,1-9=44,9-10=-15 Trapezoidal Loads(plf) Vert:57=36-to-9=0(F=-36) 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 3 Jo-b Truss russ Type -- - 1Qty Ply1 21-CP3713 A01 GABLE tiaW PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 Job Reference o tional P ) ID:FkhE30FkOX?EYSg8N45JKoyD07k-mjSlidSaG97nkv8E5imi Cmvuddms,Inc. Wed Jan 5wh b6FDN zzyRR7 LOAD CASE(S) Standard Uniform Loads(plf) ,AO Vert:1-57=11,10-16=-12 Horz:1-16=8, 1-17=-36,1-9=20,9-10=17 Trapezoidal Loads(plf) Vert:57=11-to-9=-25(F=-36) 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-57=23, 10-16=-12 Horz:1-16=-17,1-17=-36,1-9=31,9-10=-8 Trapezoidal Loads(plf) Vert:57=23-to-9=-13(F=-36) ma 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-22,10-16=-20 Horz:1-16=28,1-17=-36, 1-9=12,9-10=9 Trapezoidal Loads(plf) moo Vert:57=-22-to-9=-58(F=-36) 17)Dead+0.6 MWFRS Wind(Neg.internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-2,10-16=-20 Horz:1-16=-9,1-17=-36,1-9=32,9-10=-28 '0 Trapezoidal Loads(plf) Vert:57=-2-to-9=-38(F=-36) 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-57=-34, 10-16=-20 . Trapezoidal Loads(plf) Vert:57=-34-to-9=-70(F=-36) 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-62, 10-16=-20 Horz:1-16=23,1-17=41,1-9=9,9-10=8 Trapezoidal Loads(plf) Vert:57=-62-to-9=-98(F=-36) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-48,10-16=-20 Horz:1-16=-8,1-17=-41,1-9=24,9-10=-23 Trapezoidal Loads(plf) Vert:57=-48-to-9=-84(F=-36) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 4" Uniform Loads(plf) Vert:1-57=-62, 10-16=-20 Horz:1-16=21,1-17=-27,1-9=9,9-10=7 Trapezoidal Loads(plf) Vert:57=-62-to-9=-98(F=-36) '' 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-48,10-16=-20 Horz:1-16=-7, 1-17=-27,1-9=24,9-10=-21 Trapezoidal Loads(plf) Vert:57=-48-to-9=-84(F=-36) 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-57=-74,10-16=-20 Trapezoidal Loads(plf) woo Vert:57=-74-to-9=-110(F=-36) 24)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=-25,10-16=-12 Horz:1-16=-16,1-17=33,1-9=-16,9-10=-16 44 Trapezoidal Loads(plf) Vert:57=-25-to-9=-61(F=-36) 25)Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-57=8,10-16=-12 Horz:1-16=16, 1-17=33,1-9=16,9-10=16 Trapezoidal Loads(plf) Vert:57=8-to-9=-28(F=-36) ew 41111 mom Type — ,� Truss truss fi e PI T 6 i ,I21-CP3713 A02 Roof Special 14 1 _. _ _ l Job Reference�ptional) —_ —_ ID:Fkh _s — 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:19 2022 Page 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 gg E30FkOX?EYSg8N45JKoyD07k-EwfgvzTC1 SFeM3jGleOHx?PJ4e1 z?fBskLvzw80zyRR6 6-8-0 13-0-8 19-5-0- 25-9-8 32-2-0 38-10-0-- T - , 1--_ -- 6-4-8 6-4-8 6-4-8 6-4-8 6-8-0 6-8-0 Scale=1:64.7 Mk 0.25 12 = 4x10= 4x6= 4x8 4x4= 4x5= 4x12 4x8 4x8 M18AHS= 17 1.Y 2 3 4 5 6 18 7 8 9 4 T1 --T2- — T3 �2 = iu5 10 16 15 14 13 12 11 5x12= 6x9= 4x6= 4x4= 6x12 M18AHS= 4x4= 4x6= I I 7-11-5 —15-7-2 23-2-14 30-10-11 38-10-0 7-11-5 7-7-13 7-7-13 7-7-13 7-11-5 Plate Offsets tX Y1_ [1 0-2-3,Edge] [2:0 4 8 0-2-Al [7:0-5-0 0 2-01[10 Edge,O 2 12],J 16 0 4-8,0-4-0] Plate GripDOL 1.15 LOADING(psf) ' SPACING- 2-0-0 CS. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 TC 0.95 Vert(LL) 0.7512-14 >615 240 MT20 185/148 (Roof Snow=25.0) 1 Lumber DOL 1.15 BC 0.80 Vert(CT) -1.58 12-14 >291 180 M18AHS 169/162 TCDL 17.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.21 10 n/a n/a BCLL 0.0 * Code IBC2018/TPI2014 Matrix-R Weight:234 lb FT=0% BCDL 10_ - -- _ - Mrt LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except T2:2x6 DF 1800F 1.6E end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-16,3-15,6-11,7-10 Wino W1,W12:2x6 DF No.2,W2,W11:2x6 DF 1800F 1.6E MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=2007/0-5-8 (min.0-1-14),10=2141/0-5-8 (min.0-2-0) Max Horz 16=-159(LC 10) ilki Max Upliftl6=-446(LC 13),10=-321(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-294/161,1-2=-312/198,2-3=-5813/1992,3-4=-9324/3096,4-5=-9330/3095, 5-6=-10184/3280,6-18=-7509/2250,7-18=-7513/2250,7-8=-720/160,8-9=-730/156, ilio 9-10=-461/82 BOT CHORD 15-16=-1822/5095,14-15=-2960/8535,13-14=-3500/10284,1 2-1 3=-3500/1 0284, 11-12=-3271/9865,10-11=-2090/6822 WEBS 2-16=-5070/1753,2-15=-332/1386,3-15=-2931/1082,3-14=-192/1000,5-14=-1070/479, 6-12=-19/460,6-11=-2491/1062,7-11=-282/1099,7-10=-6288/2001 tig NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-2-12 to 15-2-12,Exterior(2)15-2-12 to 23-7-4,Corner(3)23-7-4 to 38-7-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; au Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. iWY 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)16=446, 10=321. Mi 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12, 13,14,15,16,17,18,19,20,21,22,23,24,25 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). IliLOAD CASE(S) Standard Continued on page 2 >iii `.TOY 'Truss---._—_.._--- --------—- "Trus9 Tyrpe Qty PT 1-CP3713 2A02 Roof Special 4 iJob 00 s ferenceloptional) PRECISION TRUSS&LUMBER, INC.,CLACKAMAS,OR.97015 I _ ID:FkhE30FkOX?EYSg8N45JKoyD07k-EwfgvzTCISFeM3jQeQHx P w8Q J4e1z?f8skLvzzyRR6 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-84,10-16=-20 Trapezoidal Loads(plf) Vert:18=-84-to-9=-120(F=-36) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4416 Uniform Loads(plf) Vert:1-18=-71,10-16=-20 Trapezoidal Loads(plf) Vert:18=-71-to-9=-108(F=-36) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 44 Uniform Loads(plf) Vert:1-18=-34, 10-16=-40 Trapezoidal Loads(plf) Vert:18=-34-to-9=-70(F=-36) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 4111/ Uniform Loads(plf) Vert:1-18=48, 10-16=-12 Horz:1-16=18,1-17=76,1-9=56,9-10=35 Trapezoidal Loads(plf) Vert:18=48-to-9=12(F=-36) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=48, 10-16=-12 Horz:1-16=-35,1-17=-54, 1-9=56,9-10=-18 Trapezoidal Loads(plf) Vert:18=48-to-9=12(F=-36) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-18=-48,10-16=-20 Horz:1-16=-22, 1-17=36,1-9=-14,9-10=-31 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-48,10-16=-20 giro Horz:1-16=31,1-17=-54,1-9=-14,9-10=22 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=17,10-16=-12 Horz:1-16=18,1-17=54,1-9=25,9-10=23 Trapezoidal Loads(plf) Vert:18=17-to-9=-19(F=-36) y 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=36,10-16=-12 Horz:1-16=-23,1-17=-54,1-9=44,9-10=-18 Trapezoidal Loads(plf) riga Vert:18=36-to-9=0(F=-36) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-22,10-16=-20 Horz:1-16=31,1-17=54,1-9=12,9-10=11 hi Trapezoidal Loads(plf) Vert:18=-22-to-9=-58(F=-36) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-2,10-16=-20 Horz:1-16=-11,1-17=-54,1-9=32,9-10=-31 Trapezoidal Loads(plf) Vert:18=-2-to-9=-38(F=-36) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ren Vert:1-18=17,10-16=-12 Horz:1-16=15,1-17=-36,1-9=25,9-10=22 Trapezoidal Loads(plf) Vert:18=17-to-9=-19(F=-36) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 nviii Uniform Loads(plf) Vert:1-18=36,10-16=-12 Horz:1-16=-22,1-17=-36,1-9=44,9-10=-15 Trapezoidal Loads(plf) Vert:18=36-to-9=0(F=-36) ,ar 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 3 u�r Roof Special 4 1 1706_ Truss Trus�ype 7 0ty PT ii21-CP3713 A02 ID:FkhE30FkOX _LJob Reference(optional) 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:19 2022 Page 3 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ?EYSg8N45JKoyDO7k-EwfgvzTC1 SFeM3jOeQHx?PJ4e1 z?fBskLvzwBQzy R6 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-18=11,10-16=-12 Horz:1-16=8,1-17=-36,1-9=20,9-10=17 Trapezoidal Loads(plf) Vert:18=11-to-9=-25(F=-36) 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=23,10-16=-12 Horz:1-16=-17,1-17=-36,1-9=31,9-10=-8 Trapezoidal Loads(plf) Vert:18=23-to-9=-13(F=-36) 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-22,10-16=-20 Horz:1-16=28,1-17=-36,1-9=12,9-10=9 Trapezoidal Loads(plf) Vert:18=-22-to-9=-58(F=-36) 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-2,10-16=-20 Horz:1-16=-9,1-17=-36,1-9=32,9-10=-28 Trapezoidal Loads(plf) ilk Vert:18=-2-to-9=-38(F=-36) 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-18=-34,10-16=-20 Trapezoidal Loads(plf) Vert:18=-34-to-9=-70(F=-36) 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-62,10-16=-20 Horz:1-16=23,1-17=41,1-9=9,9-10=8 Trapezoidal Loads(plf) Vert:18=-62-to-9=-98(F=-36) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-48,10-16=-20 Horz:1-16=-8,1-17=41,1-9=24,9-10=-23 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 rW Uniform Loads(plf) Vert:1-18=-62,10-16=-20 Horz:1-16=21,1-17=-27,1-9=9,9-10=7 Trapezoidal Loads(plf) Vert:18=-62-to-9=-98(F=-36) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-48,10-16=-20 Horz:1-16=-7,1-17=-27,1-9=24,9-10=-21 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-74,10-16=-20 Trapezoidal Loads(plf) You Vert:18=-74-to-9=-110(F=-36) 24)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-25,10-16=-12 Horz:1-16=-16,1-17=33,1-9=-16,9-10=-16 Trapezoidal Loads(plf) Vert:18=-25-to-9=-61(F=-36) 25)Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=8,10-16=-12 sia Horz:1-16=16,1-17=33,1-9=16,9-10=16 Trapezoidal Loads(plf) Vert:18=8-to-9=-28(F=-36) IW NO I Job `Truss TnissType Q ty Pry 21-CP3713 A03-DRAG ROOF SPECIAL 1 1 1 wr -_ I ,- --- - 'Job Reference(optional) Page PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 Ip:F25E9 BFkOX?EYSg8N45JKoyD0t 2�i202 MiTek Industries, NVzri s,Inc. We Jan 5EOb6202 22 Pace 1 6-8-0 13 0-8 19-5-0 32-2-0 38-10-0 6-8-0 6-4-8 6-4-8-- I --- 6-4-8 - - 6-4-8 6-8-0 Aida Scale=1:64.7 0.25112 Miii 5x5= 17 j 4x10 4x6- 5x8 4x4= �y 2 3 4x5= 4x12_ 4x8 Wa _ T1 4 5 6 18 7 4x8M18AHS= ' Y�_-- 8 9 .!1! o { b I; 16 1,1 8x9= 15 19 14 13 12 11 20 10 4x6= 4x4= 6x12 M18AHS= 4x4= 4x6= 6x12= 44 7-11-5 15-7-2 _ 23-2-14 30-10-11 ( )71 L ] LO4802_0, 7050,020) I1 38105 7-7 13 _ 77-13 7-11-5 Plate Offsets_X Y 1 0 2 3,Ed e � L 0 Ed e,0-4 0, 16:0 4 8 0-4-4 LOADING(psf)Alis TCLL SPACING- 2-0-0 ! CSI. DEFL. in (Ioc) I/dell L/d PLATES GRIP 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.75 12-14 >615 240 MT20 185/148 TCDLSnow=2 7.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -1.58 12-14 >291 180 M18AHS 169/162 BCLL 0.0 * 1 Code IBC2018/TPI2014 Matrix-R rY BCDL 10.0 RepStress Incr NO WB 0.71 Horz CT 0.21 10 n/a n/a Weight:234 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2`Except* TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except T2:2x6 DF 1800F 1.6E end verticals. wig BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-16,3-15,6-11 7-10 W1,W12:2x6 DF No.2,W2,W11:2x6 DF 1800F 1.6E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=2007/0-5-8 (min.0-1-14),10=2141/0-5-8 (min.0-2-0) -- Max Horz 16=-188(LC 32) Max Uplift16=-505(LC 42),10=-412(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. iiii TOP CHORD 1-16=-294/161, 1-2=-503/451,2-3=-5813/2286,3-4=-9324/3263,4-5=-9330/3390, 5-6=-10184/3536,6-18=-7509/2343,7-18=-7513/2413,7-8=-816/360,8-9=-730/156, 9-10=-461/86 BOT CHORD 15-16=-2473/5095,15-19=-3487/8535,14-19=-4035/8535,1 3-1 4=-4345/1 0284, 12-13=-4345/10284,11-12=-3853/9865,11-20=-2369/6822, 10-20=-2369/6822 , WEBS 2-16=-5070/1912,2-15=-392/1386,3-15=-2931/1226,3-14=-285/1000,5-14=-1070/607, 5-12=-212/407,6-12=-152/460,6-11=-2491/1316,7-11=-382/1099,7-10=-6288/2346 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-2-12 to 15-2-12,Exterior(2)15-2-12 to 23-7-4,Corner(3)23-7-4 to 38-7-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. ,mg,4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=505, ;may 10=412. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Load case(s)1,2,3,4,5,6,7,8,9,10, 11, 12,13,14,15, 16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36 37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. ,m,10)This truss has been designed for a total drag load of 1560 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-11-10,37-10-0 to 38-10-0 for 104.2 plf. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .L.OAD CASE(S) Standard continuedon page ,ar rlllr" Job Zity i1 T Truss Truss Type 21-CP3713 A03-DRAG ROOF SPECIAL 1 1 ,Job ReferenCe_(pptionajL 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:20 2022 Page 2 I. PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.970i 5 gg ID:FkhE30FkOX?EYSg8N45JKoyD07k-i6D271TgomNVzDIcC7oAYdsFNRJEOb6uaZiUgszyRRS LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 alb Loads(plf) Vert:1-18=-84,10-16=-20 Trapezoidal Loads(plf) Vert:18=-84-to-9=-120(F=-36) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-71,10-16=-20 Trapezoidal Loads(plf) Vert:18=-71-to-9=-108(F=-36) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-18=-34,10-16=-40 Trapezoidal Loads(plf) Vert:18=-34-to-9=-70(F=-36) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=48,10-16=-12 Horz:1-16=18,1-17=76,1-9=56,9-10=35 Trapezoidal Loads(plf) Vert:18=48-to-9=12(F=-36) , 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=48,10-16=-12 Horz:1-16=-35,1-17=-54,1-9=56,9-10=-18 Trapezoidal Loads(plf) Vert:18=48-to-9=12(F=-36) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-48,10-16=-20 Horz:1-16=-22,1-17=36,1-9=-14,9-10=-31 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-48,10-16=-20 Horz:1-16=31,1-17=-54,1-9=-14,9-10=22 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) li° Vert:1-18=17,10-16=-12 Horz:1-16=18, 1-17=54,1-9=25,9-10=23 Trapezoidal Loads(plf) Vert:18=17-to-9=-19(F=-36) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=36,10-16=-12 Horz:1-16=-23,1-17=-54,1-9=44,9-10=-18 Trapezoidal Loads(plf) Vert:18=36-to-9=0(F=-36) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-22,10-16=-20 Horz:1-16=31,1-17=54,1-9=12,9-10=11 Trapezoidal Loads(plf) Vert:18=-22-to-9=-58(F=-36) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-2,10-16=-20 Horz:1-16=-11,1-17=-54,1-9=32,9-10=-31 Trapezoidal Loads(plf) Vert:18=-2-to-9=-38(F=-36) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=17,10-16=-12 Horz:1-16=15,1-17=-36,1-9=25,9-10=22 Trapezoidal Loads(plf) Vert:18=17-to-9=-19(F=-36) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=36,10-16=-12 Horz:1-16=-22,1-17=-36,1-9=44,9-10=-15 Trapezoidal Loads(plf) Vert:18=36-to-9=0(F=-36) 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 3 — --- Tess _— _— - ,T ss Type Qt — -- y -ply _� - -- -- --21-CP3713 A03-DRAG I ROOF SPECIAL 1 1 "m — i- Job Reference�optionaL_ PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07 20 2022 Page 3 ID:FkhE30 FkOX?EYSg8N45JKoyD07k-i6D271TgomNVzD IcC7oAYdsFNRJEOb6uaZiUgszyR R5 LOAD CASE(S) Standard Uniform Loads(plf) do Vert:1-18=11,10-16=-12 Horz:1-16=8, 1-17=-36,1-9=20,9-10=17 Trapezoidal Loads(plf) Vert:18=11-to-9=-25(F=-36) 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 01 Uniform Loads(plf) Vert:1-18=23,10-16=-12 Horz:1-16=-17,1-17=-36,1-9=31,9-10=-8 Trapezoidal Loads(plf) Vert:18=23-to-9=-13(F=-36) "w 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-22,10-16=-20 Horz:1-16=28,1-17=-36, 1-9=12,9-10=9 Trapezoidal Loads(plf) Vert:18=-22-to-9=-58(F=-36) 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-2,10-16=-20 Horz:1-16=-9,1-17=-36,1-9=32,9-10=-28 Trapezoidal Loads(plf) Vert:18=-2-to-9=-38(F=-36) 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-18=-34, 10-16=-20 di Trapezoidal Loads(plf) Vert:18=-34-to-9=-70(F=-36) 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-62,10-16=-20 Horz:1-16=23, 1-17=41,1-9=9,9-10=8 Trapezoidal Loads(plf) Vert:18=-62-to-9=-98(F=-36) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Ama Vert:1-18=-48,10-16=-20 Horz:1-16=-8, 1-17=-41,1-9=24,9-10=-23 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-62,10-16=-20 Horz:1-16=21,1-17=-27,1-9=9,9-10=7 Trapezoidal Loads(plf) ,tm Vert:18=-62-to-9=-98(F=-36) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-18=-48,10-16=-20 Horz:1-16=-7,1-17=-27,1-9=24,9-10=-21 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-74,10-16=-20 ,yr Trapezoidal Loads(plf) Vert:18=-74-to-9=-110(F=-36) 24)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-25, 10-16=-12 1t1Y Horz:1-16=-16,1-17=33,1-9=-16,9-10=-16 Trapezoidal Loads(plf) Vert:18=-25-to-9=-61(F=-36) 25)Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) inY Vert:1-18=8,10-16=-12 Horz:1-16=16,1-17=33,1-9=16,9-10=16 Trapezoidal Loads(plf) Vert:18=8-to-9=-28(F=-36) 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 146 Uniform Loads(plf) Vert:1-18=-72,10-16=-20 Horz:1-9=1446 Drag:16-19=-78,10-20=-78 Trapezoidal Loads(plf) an Vert:18=-72-to-9=-108(F=-36) 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 4 firuss Truss Type 1 21-CP3713 A03-DRAG ROOF SPECIAL 1 'Job ReferencejoptionallL PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:20 2022 Page 4 ID:FkhE30FkOX?EYSg8N45JKoyD07k-i6D271TgomNVzD IcC7oAYdsFN RJEOb6uaZiUgszyRRS LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-18=-71,10-16=-20 Horz:1-9=-1446 Drag:16-19=78,10-20=78 Trapezoidal Loads(plf) Vert:18=-71-to-9=-107(F=-36) 28)Dead+0.6 C-C Wind(Pos.Internal)Case 2+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=47,10-16=-12 Horz:1-16=-35,1-17=-54,1-9=1984,9-10=-18 Drag:16-19=-104,10-20=-104 Yir Trapezoidal Loads(plf) Vert:18=47-to-9=11(F=-36) 29)Dead+0.6 C-C Wind(Pos.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=49,10-16=-12 Horz:1-16=-35,1-17=-54,1-9=-1872,9-10=-18 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=49-to-9=13(F=-36) 30)Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-48,10-16=-20 Horz:1-16=31,1-17=-54,1-9=1915,9-10=22 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 31)Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-47,10-16=-20 Horz:1-16=31,1-17=-54,1-9=-1942,9-10=22 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=-47-to-9=83(F=-36) 32)Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) tat Vert:1-18=16,10-16=-12 Horz:1-16=18,1-17=54,1-9=1954,9-10=23 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=16-to-9=-20(F=-36) erg 33)Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=18,10-16=-12 Horz:1-16=18,1-17=54,1-9=-1903,9-10=23 Drag:16-19=104,10-20=104 WY Trapezoidal Loads(pif) Vert:18=18-to-9=-18(F=-36) 34)Dead+0.6 MWFRS Wind(Pos.Internal)Right+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=35,10-16=-12 Horz:1-16=-23,1-17=-54,1-9=1973,9-10=-18 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(Of) Vert:18=35-to-9=-1(F=-36) 35)Dead+0.6 MWFRS Wind(Pos.Internal)Right+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=37,10-16=-12 Horz:1-16=-23,1-17=-54,1-9=-1884,9-10=-18 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=37-to-9=1(F=-36) 36)Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-22,10-16=-20 Horz:1-16=31,1-17=54,1-9=1941,9-10=11 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=-22-to-9=-58(F=-36) 37)Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-21,10-16=-20 Horz:1-16=31,1-17=54,1-9=-1916,9-10=11 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=-21-to-9=-57(F=-36) 38)Dead+0.6 MWFRS Wind(Neg.Internal)Right+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 5 YW JOb 21-CP3713 Truss - ------ - ROOFr SPECIAL _ .I testy -Icy - --- ----- .--_ - A03-DRAG I1 1 *rniPRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 _ Job Reference o tional (1M 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:20 2022 Page 5 I D:FkhE30FkOX?EYSg8N45JKoyDO7k-i6D271TgomN VzD IcC7oAYdsFN RJEOb6uaZiUgszyR R5 LOAD CASE(S) Standard Uniform Loads(plf) •m• Vert:1-18=-3,10-16=-20 Horz:1-16=-11,1-17=-54, 1-9=1960,9-10=-31 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=-3-to-9=-39(F=-36) ',166 39)Dead+0.6 MWFRS Wind(Neg.Internal)Right+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-2, 10-16=-20 Horz:1-16=-11,1-17=-54,1-9=-1897,9-10=-31 Drag:16-19=104, 10-20=104 '410 Trapezoidal Loads(plf) Vert:18=-2-to-9=-38(F=-36) 40)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=16,10-16=-12 "ag Horz:1-16=15,1-17=-36,1-9=1954,9-10=22 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=16-to-9=-20(F=-36) via 41)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=18,10-16=-12 Horz:1-16=15,1-17=-36,1-9=-1903,9-10=22 Drag:16-19=104, 10-20=104 Trapezoidal Loads(plf) mai Vert:18=18-to-9=-18(F=-36) 42)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=35, 10-16=-12 Horz:1-16=-22,1-17=-36,1-9=1973,9-10=-15 411 Drag:16-19=-104, 10-20=-104 Trapezoidal Loads(plf) Vert:18=35-to-9=-1(F=-36) 43)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=37, 10-16=-12 Horz:1-16=-22,1-17=-36, 1-9=-1884,9-10=-15 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=37-to-9=1(F=-36) 44)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=10,10-16=-12 Horz:1-16=8,1-17=-36,1-9=1948,9-10=17 1,46 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=10-to-9=-26(F=-36) 45)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) awl Vert:1-18=12,10-16=-12 Horz:1-16=8, 1-17=-36,1-9=-1909,9-10=17 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=12-to-9=-24(F=-36) 46)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=22,10-16=-12 Horz:1-16=-17,1-17=-36,1-9=1959,9-10=-8 Drag:16-19=-104, 10-20=-104 sr Trapezoidal Loads(plf) Vert:18=22-to-9=-14(F=-36) 47)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=23,10-16=-12 ;atY Horz:1-16=-17,1-17=-36,1-9=-1897,9-10=-8 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=23-to-9=-13(F=-36) 48)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 ma Uniform Loads(plf) Vert:1-18=-22,10-16=-20 Horz:1-16=28, 1-17=-36,1-9=1941,9-10=9 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) wor Vert:18=-22-to-9=-58(F=-36) 49)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 6 Job Truss Truss Type QtY TPIY 1 21-CP3713 A03-DRAG ROOF SPECIAL 1 Job Referenceoptional)_ --- 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:20 2022 Page 6 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ID:FkhE30FkOX?EYSg8N45JKoyD07k-i6D271TgomNVzDIcC7oAYdsFNRJEOb6uaZiUgszyRRS re; LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-18=-21,10-16=-20 Horz:1-16=28,1-17=-36,1-9=-1916,9-10=9 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=-21-to-9=-57(F=-36) 50)Dead+0.6 MWFRS Wind(Neg.internal)2nd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-3,10-16=-20 Horz:1-16=-9,1-17=-36,1-9=1960,9-10=-28 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=-3-to-9=-39(F=-36) 51)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-2,10-16=-20 Horz:1-16=-9,1-17=-36,1-9=-1897,9-10=-28 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=-2-to-9=-38(F=-36) 52)Dead-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-35,10-16=-20 Horz:1-9=1928 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=-35-to-9=-71(F=-36) 53)Dead-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-33,10-16=-20 Horz:1-9=-1928 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=-33-to-9=-69(F=-36) 54)0.6 Dead-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-21,10-16=-12 Horz:1-9=1928 Drag:16-19=-104,10-20=-104 Trapezoidal Loads(plf) Vert:18=-21-to-9=-43(F=-22) 55)0.6 Dead-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-20,10-16=-12 Horz:1-9=-1928 Drag:16-19=104,10-20=104 Trapezoidal Loads(plf) Vert:18=-20-to-9=-41(F=-22) 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-63,10-16=-20 Horz:1-16=23,1-17=41,1-9=1456,9-10=8 Drag:16-19=-78,10-20=-78 Trapezoidal Loads(plf) Vert:18=-63-to-9=-99(F=-36) 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Wyk Uniform Loads(plf) Vert:1-18=-62,10-16=-20 Horz:1-16=23,1-17=41,1-9=-1437,9-10=8 Drag:16-19=78,10-20=78 Trapezoidal Loads(plf) Vert:18=-62-to-9=-98(F=-36) 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-48,10-16=-20 Horz:1-16=-8,1-17=-41,1-9=1470,9-10=-23 Drag:16-19=-78,10-20=-78 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 WY Uniform Loads(plf) Vert:1-18=-47,10-16=-20 Horz:1-16=-8,1-17=-41,1-9=-1422,9-10=-23 Drag:16-19=78,10-20=78 Trapezoidal Loads(plf) Vert:18=-47-to-9=-83(F=-36) Continued on page 7 rY Truss `Truss Tpe _ _ Tay Pfy - 21-CP3713 1 A03-DRAG ROOF SPECIAL 1 1j wn PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015Job (optionA . 8500 s Oct 22c202211 MiTekIndustries,Inc. Wed Jan 5 08:07:20 20222 Page 7 ID:FkhE30FkOX EY 8N45JKo D07k-i6D271T omNVzDIcC7oAYdsFNRJEOb6uaZiU sz RRRS LOAD CASE(S) Standard 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 ow Uniform Loads(plf) Vert:1-18=-63,10-16=-20 Horz:1-16=21,1-17=-27,1-9=1456,9-10=7 Drag:16-19=-78,10-20=-78 Trapezoidal Loads(plf) "*' Vert:18=-63-to-9=-99(F=-36) 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-62, 10-16=-20 Horz:1-16=21,1-17=-27,1-9=-1437,9-10=7 mas Drag:16-19=78,10-20=78 Trapezoidal Loads(plf) Vert:18=-62-to-9=-98(F=-36) 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-48,10-16=-20 Horz:1-16=-7, 1-17=-27, 1-9=1470,9-10=-21 Drag:16-19=-78, 10-20=-78 Trapezoidal Loads(plf) Vert:18=-48-to-9=-84(F=-36) 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-18=-47,10-16=-20 Horz:1-16=-7,1-17=-27,1-9=-1422,9-10=-21 Drag:16-19=78,10-20=78 ooga Trapezoidal Loads(plf) Vert:18=-47-to-9=-83(F=-36) 41111 rill 148 ,rods tom raft ,144 we M ,aY Job !Truss Muss Type 2PRECI 13 A04 Roof Special ID:FkhE30FkOX.EYSg8N4 Job Reference o tional 9 1 jP 1- PRECISION TRUSS&LUMBER - 8.500 s Oct 22 2021 MiTek Industries,Inc Wed Jan 5 08:07:22 2022 Pa e 1 I� INC.,CLACKAMAS,OR.97015 0 5JKoyD07k-eVLoX_V5KNdDDWS?KYged2xahEzbsRxAltBblkzy R3 - 7-3-14 14-4-4 - 21-4-10 28-5-0 35-8-14 — — - 7-3-14 7-0-6 7-0-6 7-0-6 7-3-14- r Scale=1:59.4 iit 0.25 A lig 6x7 I I 4x10= 4x5= 5x8= 4x4= 4x12- 5x8 M18AHS= 14 1 2 3 15 4 16 5 Ti 17 6 7 -- . . --- ). ,7!lh' 13 12 11 10 9 5x12= 6 = 4x6= 5x10 M18AHS= 4x4= 4x4= I I 26.7-15 35-8-14 9-1-0 17-10-7 - - _- _ I I -- 8-9-8 9-1- 9 8 9-$-_ Plate Offsets(X,Y)- L1 0 5-7,EdgeJ8:Ege 0-2-12] j13:0-4 8 0 4-1 .- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP 1M TCLL 25.0 11 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.65 9-10 >655 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -1.36 9-10 >310 180 M18AHS 169/162 TCDL 17.0 Rep Stress Ina NO WB 0.94 Horz(CT) 0.19 8 n/a n/a BCLL 0.0 * Weight:206 lb FT=0 BCDL 10.0 Code IBC2018/TPI2014 Matrix-R LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-10 oc purlins, except BOT CHORD 2x6 DF 1800F 1.6E*Except* end verticals. B2:2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. WEBS 2x4 HF Std`Except* WEBS 1 Row at midpt 3-12 5-9 iia W 1:2x6 DF 1800F 1.6E,W10:2x6 DF No.2,W2:2x4 DF No.2 2 Rows at 1/3 pts 2-13,6-8 W9:2x4 DF No.1&Btr 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. , REACTIONS. (lb/size) 13=1848/0-4-0 (min.0-2-0),8=1979/0-5-8 (min.0-1-14) Max Horz 13=-160(LC 8) Max Uplift13=-407(LC 13),8=-286(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1114 TOP CHORD 1-13=-344/195,1-2=-401/237,2-3=-5944/2129,3-15=-8736/3004,4-15=-8741/3003, 4-16=-8741/3003,5-16=-8747/3003,5-17=-7231/2315,6-17=-7236/2314,6-7=-907/214, 7-8=-515/109 BOT CHORD 12-13=-1958/5122,11-12=-3018/8207,10-11=-3018/8207,9-10=-3194/8912,8-9=-2172/6550 WEBS 2-13=-4931/1841,2-12=-278/1253,3-12=-2413/992,3-10=-21/681,5-9=-1773/912, Yr 6-9=-212/922,6-8=-5799/2018 NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-2-12 to 15-2-12,Exterior(2)15-2-12 to 20-6-2,Corner(3)20-6-2 to 35-6-2 zone; kw cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. Ira 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)13=407, 8=286. Ilia 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ft LOAD CASE(S) Standard Continued on page 2 iii ilia Job Truss russ Type — 21-CP3713 A04 Roof Special 9 1 (optional) -- - — -- --- -- PRECISION TRUSS SLUMBER,INC.,CLACKAMAS,OR.97015 ID:FkhE30FkOX?EYSg8N458.500 500DOct 22 021 MiTek d Jan a 5 08:07 22 022 Pag 2 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 as Uniform Loads(plf) Vert:1-17=-84,8-13=-20 Trapezoidal Loads(plf) Vert:17=-84-to-7=-120(F=-36) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ' ' Uniform Loads(plf) Vert:1-17=-71,8-13=-20 Trapezoidal Loads(plf) Vert:17=-72-to-7=-108(F=-36) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 46 Uniform Loads(plf) Vert:1-17=-34,8-13=-40 Trapezoidal Loads(plf) Vert:17=-34-to-7=-70(F=-36) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 him Uniform Loads(plf) Vert:1-15=50,15-16=49,16-17=50,8-13=-12 Horz:1-13=19,1-14=79, 1-15=59,15-16=57,7-16=59,7-8=35 Trapezoidal Loads(plf) Vert:17=50-to-7=14(F=-36) 46 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=50, 15-16=49,16-17=50,8-13=-12 Horz:1-13=-35,1-14=-55,1-15=59,15-16=57,7-16=59,7-8=-19 Trapezoidal Loads(plf) Vert:17=50-to-7=14(F=-36) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-48,8-13=-20 Horz:1-13=-22,1-14=36, 1-7=-14,7-8=-32 Trapezoidal Loads(plf) Vert:17=-48-to-7=-84(F=-36) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-48,8-13=-20 411 Horz:1-13=32,1-14=-55,1-7=-14,7-8=22 Trapezoidal Loads(plf) Vert:17=-48-to-7=-84(F=-36) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 {mo Uniform Loads(plf) Vert:1-17=17,8-13=-12 Horz:1-13=18,1-14=54,1-7=25,7-8=23 Trapezoidal Loads(plf) Vert:17=17-to-7=-19(F=-36) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=36,8-13=-12 Horz:1-13=-23,1-14=-54,1-7=44,7-8=-18 Trapezoidal Loads(plf) rpw Vert:17=36-to-7=0(F=-36) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-22,8-13=-20 Horz:1-13=31,1-14=54,1-7=12,7-8=11 Trapezoidal Loads(plf) Vert:17=-22-to-7=-58(F=-36) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-2,8-13=-20 Horz:1-13=-11,1-14=-54,1-7=32,7-8=-31 Trapezoidal Loads(plf) Vert:17=-2-to-7=-38(F=-36) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) rnt Vert:1-17=17,8-13=-12 Horz:1-13=15,1-14=-36, 1-7=25,7-8=22 Trapezoidal Loads(plf) Vert:17=17-to-7=-19(F-36) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 tio Uniform Loads(plf) Vert:1-17=36,8-13=-12 Horz:1-13=-22,1-14=-36,1-7=44,7-8=-15 Trapezoidal Loads(plf) Vert:17=36-to-7=0(F=-36) 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 3 Truss --ay Rob -_ - Tuss � Type 21-CP3713 A04 'Roof Special PRECISION TRUSS&LUMBER, D:FkhE30FkOX?EYS SN4 Job References Oct22 (optional Inc. Jan 1 -- � --- — 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Ja 5 OS:OT.22 2022 Page 3'11" INC.,INC.,CLACKAMAS,OR.97oi5 SJKoyD07k-eVLoX_VSKNdDDWS?KYged2xahEzbsRxAltBblkzyRR3 g LOAD CASE(S) Standard Uniform Loads(plf) Ifni Vert:1-17=11,8-13=-12 Horz:1-13=8,1-14=-36,1-7=20,7-8=17 Trapezoidal Loads(plf) Vert:17=11-to-7=-25(F=-36) 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=23,8-13=-12 Horz:1-13=-17,1-14=-36,1-7=31,7-8=-8 Trapezoidal Loads(plf) Vert:17=23-to-7=-13(F=-36) film 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate increase=1.60 Uniform Loads(plf) Vert:1-17=-22,8-13=-20 Horz:1-13=28,1-14=-36,1-7=12,7-8=9 Trapezoidal Loads(plf) Vert:17=-22-to-7=-58(F=-36) 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-2,8-13=-20 Horz:1-13=-9,1-14=-36,1-7=32,7-8=-28 �iYr Trapezoidal Loads(plf) Vert:17=-2-to-7=-38(F=-36) 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-17=-34,8-13=-20 Trapezoidal Loads(plf) Vert:17=-34-to-7=-70(F=-36) 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-62,8-13=-20 Horz:1-13=23,1-14=41,1-7=9,7-8=8 Trapezoidal Loads(plf) Vert:17=-62-to-7=-98(F=-36) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-48,8-13=-20 Horz:1-13=-8,1-14=-41,1-7=24,7-8=-23 Trapezoidal Loads(plf) Vert:17=-48-to-7=-84(F=-36) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-62,8-13=-20 Horz:1-13=21,1-14=-27,1-7=9,7-8=7 Trapezoidal Loads(plf) Vert:17=-62-to-7=-98(F=-36) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-48,8-13=-20 Horz:1-13=-7,1-14=-27,1-7=24,7-8=-21 Trapezoidal Loads(plf) OW Vert:17=-48-to-7=-84(F=-36) 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-74,8-13=-20 Trapezoidal Loads(plf) Vert:17=-74-to-7=-110(F=-36) 24)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-25,8-13=-12 Horz:1-13=-16,1-14=33,1-7=-16,7-8=-16 Trapezoidal Loads(plf) Vert:17=-25-to-7=-61(F=-36) 25)Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=8,8-13=-12 Horz:1-13=16,1-14=33,1-7=16,7-8=16 Trapezoidal Loads(plf) Vert:17=8-to-7=-28(F=-36) WY iY fYl Yfl ,-Job Truss 'Truss Type "CMY -Ply ,21-CP3713 A05-DRAGI ROOF SPECIAL I 1 1 414 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ID:FkhE30FkOX.EYSg8N 8.500 s Oct 22 Reference iT kI Industries,Inc. Wed Jan 5 08:0723 2022 Page 1 45JKo D07k-6huBIKWj5hl OBtS 5--114 UIReJ buBKGXxBHBz RRR2 7-3-14 14-4-4 21-4-10 28-5-0 7-3-14 7-0-6 --- 70'6 7-0-6 - --- 7-3-14 III Scale=1:59.4 1 0.25'12_ 6x7 II 14 I' 4x10= 4x5= 5x8= ! , 2 4x4= T1 -- 3 15 4 16 5 77 4x612 5x8 M18AHS- W2 7 �2 13' 2111018 9 19 8 8x9= 4x6= 5x10 M18AHS= I 4x4= 6x12= I 4x4= I 'a I _ 9-1-0 17-10-7 26-7-15 9-1-0 I 8-9-8 I 8-9-8 35-8-14 Plate Offsets_(X Y)--A1 0 5-7,Edgej,[8:Edge,0-4-0],[13:0-4-8,0-4 4L _ LOADING(psf) Plate GripDOL 1.15 rrr TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) TC 0.97 Vert(LL) -0.65 9-10 >655 240 MT20 185/148 TCDL 17.0 Lumber DOL 1.15 BC 0.93 Vert(CT) -1.36 9-10 >310 180 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.19 8 n/a n/a Code IBC2018/TP12014 Matrix-R BCDL 10.0 Weight:206 lb FT=0% Ai LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-10 oc purlins, except BOT CHORD 2x6 DF 1800F 1.6E`Except` end verticals. B2:2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. 'o WEBS 2x4 HF Std`Except` WEBS 1 Row at midpt 3-12,5-9 W1:2x6 DF 1800F 1.6E,W10:2x6 DF No.2,W2:2x4 DF No.2 2 Rows at 1/3 pts 2-13,6-8 W9:2x4 DF No.1&Btr MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. "iti REACTIONS. (lb/size) 13=1848/0-4-0 (min.0-2-0),8=1979/0-5-8 (min.0-1-14) Max Horz 13=-176(LC 32) Max Uplift13=-488(LC 42),8=-407(LC 35) dii FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-344/195,1-2=-685/616,2-3=-5944/2551,3-15=-8736/3033,4-15=-8741/3183, 4-16=-8741/3193,5-16=-8747/3379,5-17=-7231/2464,6-17=-7236/2552,6-7=-1027/526, 7-8=-515/117 BOT CHORD 12-13=-2508/5122,11-12=-3321/8207,10-11=-4045/8207,10-18=-3924/8912, ail 9-18=-4081/8912,9-19=-2617/6550,8-19=-2617/6550 WEBS 2-13=-4931/2082,2-12=-374/1253,3-12=-2413/1215,3-10=-196/714,5-10=-315/426, 5-9=-1792/1259,6-9=-365/944,6-8=-5799/2500 NOTES- ,,,,1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-2-12 to 15-2-12,Exterior(2)15-2-12 to 20-6-2,Corner(3)20-6-2 to 35-6-2 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,a 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=488, 8=407. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13, 14,15,16,17,18, 19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36 37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)This truss has been designed for a total drag load of 1965 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-5-8,34-8-14 to 35-8-14 for 91.6 plf. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). twig i@MICAM(IP4tindard Alm ',Job - Truss ,Truss Type sty Ply 21-CP3713 1 A05-DRAG ROOF SPECIAL 1 1_ Job Reference o�P tional 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:23 2022 Page 2 116 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ID:FkhE30FkOX?EYSg8N45JKoyD07k-6huBIKWj5h14ggOBtGM1AFUIReJgbuBKGXxBHBzyRR2 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 [ Uniform Loads(plf) ai Vert:1-17=-84,8-13=-20 Trapezoidal Loads(plf) Vert:17=-84-to-7=-120(F=-36) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-71,8-13=-20 Trapezoidal Loads(plf) Vert:17=-72-to-7=-108(F=-36) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-17=-34,8-13=-40 Trapezoidal Loads(plf) Vert:17=-34-to-7=-70(F=-36) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=50,15-16=49,16-17=50,8-13=-12 Horz:1-13=19,1-14=79,1-15=59,15-16=57,7-16=59,7-8=36 Trapezoidal Loads(plf) Vert:17=50-to-7=14(F=-36) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=50,15-16=49,16-17=50,8-13=-12 Horz:1-13=-36,1-14=-55,1-15=59,15-16=57,7-16=59,7-8=-19 Trapezoidal Loads(plf) ilk Vert:17=50-to-7=14(F=-36) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-48,8-13=-20 Horz:1-13=-23,1-14=37,1-7=-14,7-8=-32 kit Trapezoidal Loads(plf) Vert:17=-48-to-7=-84(F=-36) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-48,8-13=-20 i11� Horz:1-13=32,1-14=-55,1-7=-14,7-8=23 Trapezoidal Loads(plf) Vert:17=-48-to-7=-84(F=-36) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=17,8-13=-12 Horz:1-13=18,1-14=54, 1-7=25,7-8=23 Trapezoidal Loads(plf) Vert:17=17-to-7=-19(F=-36) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 YW Uniform Loads(plf) Vert:1-17=36,8-13=-12 Horz:1-13=-23,1-14=-54,1-7=44,7-8=-18 Trapezoidal Loads(plf) Vert:17=36-to-7=0(F=-36) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-22,8-13=-20 Horz:1-13=31,1-14=54,1-7=12,7-8=11 Trapezoidal Loads(plf) Oki Vert:17=-22-to-7=-58(F=-36) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-2,8-13=-20 Horz:1-13=-11,1-14=-54,1-7=32,7-8=-31 Trapezoidal Loads(plf) Vert:17=-2-to-7=-38(F=-36) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=17,8-13=-12 Horz:1-13=15,1-14=-36,1-7=25,7-8=22 Trapezoidal Loads(plf) Vert:17=17-to-7=-19(F=-36) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Yo Vert:1-17=36,8-13=-12 Horz:1-13=-22,1-14=-36,1-7=44,7-8=-15 Trapezoidal Loads(plf) Vert:17=36-to-7=0(F=-36) 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 3 Jdb Truss -1-Truss Type Q ty Ply - _ 21-CP3713 A05-DRAG ROOF SPECIAL 1 1 4*PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ID:FkhE30FkOX.EYS 8N Job Reference 0 tional (� ) 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:23 2022 Page 3 q 45JKoyDO7k 6huBIKWj5h14ggOBtGMtAFUIReJgbuBKGXxBHBzyRR2 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-17=11,8-13=-12 Horz:1-13=8, 1-14=-36,1-7=20,7-8=17 Trapezoidal Loads(plf) Vert:17=11-to-7=-25(F=-36) 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 4* Uniform Loads(plf) Vert:1-17=23,8-13=-12 Horz:1-13=-17,1-14=-36, 1-7=31,7-8=-8 Trapezoidal Loads(plf) Vert:17=23-to-7=-13(F=-36) 416 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-22,8-13=-20 Horz:1-13=28,1-14=-36,1-7=12,7-8=9 Trapezoidal Loads(plf) Vert:17=-22-to-7=-58(F=-36) 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-2,8-13=-20 Horz:1-13=-9,1-14=-36,1-7=32,7-8=-28 461 Trapezoidal Loads(plf) Vert:17=-2-to-7=-38(F=-36) 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-17=-34,8-13=-20 Trapezoidal Loads(pif) Vert:17=-34-to-7=-70(F=-36) 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-62,8-13=-20 Horz:1-13=23,1-14=41,1-7=9,7-8=8 Trapezoidal Loads(plf) Vert:17=-62-to-7=-98(F=-36) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 lig Uniform Loads(plf) Vert:1-17=-48,8-13=-20 Horz:1-13=-8,1-14=-41,1-7=24,7-8=-23 Trapezoidal Loads(plf) Vert:17=-48-to-7=-84(F=-36) ate 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-62,8-13=-20 Horz:1-13=21,1-14=-27, 1-7=9,7-8=7 Trapezoidal Loads(plf) Vert:17=-62-to-7=-98(F=-36) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-48,8-13=-20 Horz:1-13=-7,1-14=-27,1-7=24,7-8=-21 Trapezoidal Loads(plf) Vert:17=-48-to-7=-84(F=-36) 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-74,8-13=-20 Trapezoidal Loads(plf) Vert:17=-74-to-7=-1 10(F=-36) 24)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-25,8-13=-12 Horz:1-13=-16,1-14=33,1-7=-16,7-8=-16 Trapezoidal Loads(plf) Vert:17=-25-to-7=-61(F=-36) 25)Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ,jAi Vert:1-17=8,8-13=-12 Horz:1-13=16, 1-14=33,1-7=16,7-8=16 Trapezoidal Loads(plf) Vert:17=8-to-7=-28(F=-36) 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-72,8-13=-20 Horz:1-16=1979,5-16=1979,5-17=1979,6-17=1979,6-7=1979 Drag:13-18=-69,8-19=-69 Trapezoidal Loads(plf) MAN Vert:17=-72-to-7=-108(F=-36) 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 4 - _ ,Qty 1-Ply Tob_ - -- - - Truss Truss-Type 21-CP3713 A05-DRAG ROOF SPECIAL 1 1 Job ReferenCR((gone!) - - 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:23 2022 Page 4 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ID:FkhE30FkOX?EYSg8N45JKoyD07k-6huBIKWj5h14ggOBtGM1AFUIReJgbuBKGXxBHBzyRR2 LOAD CASE(S) Standard Uniform Loads(plf) Ylit Vert:1-17=-71,8-13=-20 Horz:1-16=-1979,5-16=-1979,5-17=-1979,6-17=-1979,6-7=-1979 Drag:13-18=69,8-19=69 Trapezoidal Loads(plf) Vert:17=-71-to-7=-107(F=-36) 28)Dead+0.6 C-C Wind(Pos.Internal)Case 2+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-15=49,15-16=48,16-17=49,8-13=-12 Horz:1-13=-36,1-14=-55,1-3=2698,3-15=2698,15-16=2697,5-16=2698,5-17=2698,6-17=2698,6-7=2698,7-8=-19 Drag:13-18=-92,8-19=-92 fir Trapezoidal Loads(plf) Vert:17=49-to-7=13(F=-36) 29)Dead+0.6 C-C Wind(Pos.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-15=52,15-16=50,16-17=52,8-13=-12 Horz:1-13=-36,1-14=-55,1-3=-2580,3-15=-2580,15-16=-2582,5-16=-2580,5-17=-2580,6-17=-2580,6-7=-2580,7-8=-19 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=52-to-7=16(F=-36) 30)Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-49,8-13=-20 Horz:1-13=32,1-14=-55,1-3=2626,3-16=2626,5-16=2626,5-17=2626,6-17=2626,6-7=2626,7-8=23 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=-49-to-7=-85(F=-36) 31)Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-46,8-13=-20 Horz:1-13=32,1-14=-55,1-3=-2653,3-16=-2653,5-16=-2653,5-17=-2653,6-17=-2653,6-7=-2653,7-8=23 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=-46-to-7=-82(F=-36) 32)Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=16,8-13=-12 Horz:1-13=18,1-14=54,1-3=2664,3-16=2664,5-16=2664,5-17=2664,6-17=2664,6-7=2664,7-8=23 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=16-to-7=-20(F=-36) 33)Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=18,8-13=-12 Horz:1-13=18,1-14=54,1-3=-2614,3-16=-2614,5-16=-2614,5-17=-2614,6-17=-2614,6-7=-2614,7-8=23 Drag:13-18=92,8-19=92 Trapezoidal Loads(pif) Vert:17=18-to-7=-18(F=-36) 34)Dead+0.6 MWFRS Wind(Pos.Internal)Right+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=35,8-13=-12 Horz:1-13=-23,1-14=-54,1-3=2684,3-16=2684,5-16=2684,5-17=2684,6-17=2684,6-7=2684,7-8=-18 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=35-to-7=-1(F=-36) 35)Dead+0.6 MWFRS Wind(Pos.Internal)Right+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 ilia Uniform Loads(plf) Vert:1-17=37,8-13=-12 Horz:1-13=-23,1-14=-54,1-3=-2595,3-16=-2595,5-16=-2595,5-17=-2595,6-17=-2595,6-7=-2595,7-8=-18 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=37-to-7=1(F=-36) 36)Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-23,8-13=-20 Horz:1-13=31,1-14=54,1-3=2652,3-16=2652,5-16=2652,5-17=2652,6-17=2652,6-7=2652,7-8=11 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=-23-to-7=-59(F=-36) 37)Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) YW Vert:1-17=-20,8-13=-20 Horz:1-13=31,1-14=54,1-3=-2627,3-16=-2627,5-16=-2627,5-17=-2627,6-17=-2627,6-7=-2627,7-8=11 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=-20-to-7=-56(F=-36) fit 38)Dead+0.6 MWFRS Wind(Neg.Internal)Right+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 5 IfIY 'Job Truss 'Truss Type 1QtYP� 21-CP3713 A05-DRAG I ROOF SPECIAL 1 y 1 ID:FkhE30FkOX 8.500 s Oct 222021 pMiTek Industries,Inc. Wed Jan 5 08:07:23 2022 Page 5 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 Job Reference 0 tional gg ?EYSg8N45JKoyD07k 6huBIKWI5h14ggOBtGMtAFUIReJgbuBKGXxBHBzyRR2 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-17=-4,8-13=-20 Horz:1-13=-11,1-14=-54,1-3=2671,3-16=2671,5-16=2671,5-17=2671,6-17=2671,6-7=2671,7-8=-31 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=-4-to-7=-40(F=-36) 414 39)Dead+0.6 MWFRS Wind(Neg.Internal)Right+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-1,8-13=-20 Horz:1-13=-11,1-14=-54, 1-3=-2607,3-16=-2607,5-16=-2608,5-17=-2607,6-17=-2608,6-7=-2607,7-8=-31 Drag:13-18=92,8-19=92 " Trapezoidal Loads(plf) Vert:17=-1-to-7=-37(F=-36) 40)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=16,8-13=-12 ,40* Horz:1-13=15,1-14=-36,1-3=2664,3-16=2664,5-16=2664,5-17=2664,6-17=2664,6-7=2664,7-8=22 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=16-to-7=-20(F=-36) 41)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 4. Uniform Loads(plf) Vert:1-17=18,8-13=-12 Horz:1-13=15,1-14=-36,1-3=-2614,3-16=-2614,5-16=-2614,5-17=-2614,6-17=-2614,6-7=-2614,7-8=22 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=18-to-7=-18(F=-36) 42)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=35,8-13=-12 Horz:1-13=-22,1-14=-36,1-3=2684,3-16=2684,5-16=2684,5-17=2684,6-17=2684,6-7=2684,7-8=-15 fair Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=35-to-7=-1(F=-36) 43)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=37,8-13=-12 Horz:1-13=-22,1-14=-36, 1-3=-2595,3-16=-2595,5-16=-2595,5-17=-2595,6-17=-2595,6-7=-2595,7-8=-15 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=37-to-7=1(F=-36) 44)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=10,8-13=-12 Horz:1-13=8,1-14=-36, 1-3=2659,3-16=2659,5-16=2659,5-17=2659,6-17=2659,6-7=2659,7-8=17 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=10-to-7=-26(F=-36) 45)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=12,8-13=-12 wit Horz:1-13=8,1-14=-36, 1-3=-2620,3-16=-2620,5-16=-2620,5-17=-2620,6-17=-2620,6-7=-2620,7-8=17 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=12-to-7=-24(F=-36) 46)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=21,8-13=-12 Horz:1-13=-17,1-14=-36,1-3=2670,3-16=2670,5-16=2670,5-17=2670,6-17=2670,6-7=2670,7-8=-8 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=21-to-7=-15(F=-36) 47)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=24,8-13=-12 Horz:1-13=-17,1-14=-36,1-3=-2608,3-16=-2608,5-16=-2608,5-17=-2608,6-17=-2608,6-7=-2608,7-8=-8 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=24-to-7=-12(F=-36) 48)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 ;my Uniform Loads(plf) Vert:1-17=-23,8-13=-20 Horz:1-13=28,1-14=-36,1-3=2652,3-16=2652,5-16=2652,5-17=2652,6-17=2652,6-7=2652,7-8=9 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) wit Vert:17=-23-to-7=-59(F=-36) 49)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 6 Truss Rob _- - Truss �TrussType Tat/-at/ -rPlY 1I ID:FkhE30FkOX Job ReferencesOct22 o21 MiTek I 2PRECISION TRUSS&LUMBER,1-CP3713 A05-DRAG i ROOF SPECIAL - - 8.500 s Oct 2021 MiTek Industries,Inc. Wed Jan 5 08:07:23 2022 Page 6 NC.,CLACKAMAS,OR.97oi5 ?EYSg8N45JKoyD07k-6huBIKWj5h14ggOBtGM1AFUIReJgbuBKGXx8HBzy R2 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-17=-20,8-13=-20 Horz:1-13=28,1-14=-36,1-3=-2627,3-16=-2627,5-16=-2627,5-17=-2627,6-17=-2627,6-7=-2627,7-8=9 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=-20-to-7=-56(F=-36) 50)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-4,8-13=-20 Horz:1-13=-9,1-14=-36,1-3=2671,3-16=2671,5-16=2671,5-17=2671,6-17=2671,6-7=2671,7-8=-28 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=-4-to-7=-40(F=-36) 51)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-1,8-13=-20 Horz:1-13=-9,1-14=-36,1-3=-2607,3-16=-2607,5-16=-2608,5-17=-2607,6-17=-2608,6-7=-2607,7-8=-28 Drag:13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=-1-to-7=-37(F=-36) 52)Dead-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-35,8-13=-20 Horz:1-3=2639,3-16=2639,5-16=2639,5-17=2639,6-17=2639,6-7=2639 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) iYts Vert:17=-35-to-7=-71(F=-36) 53)Dead-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-33,8-13=-20 Horz:1-3=-2639,3-16=-2639,5-16=-2639,5-17=-2639,6-17=-2639,6-7=-2639 tit 13-18=92,8-19=92 Trapezoidal Loads(plf) Vert:17=-33-to-7=69(F=-36) 54)0.6 Dead-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-22,8-13=-12 Horz:1-3=2639,3-16=2639,5-16=2639,5-17=2639,6-17=2639,6-7=2639 Drag:13-18=-92,8-19=-92 Trapezoidal Loads(plf) Vert:17=-22-to-7=-43(F=-22) ego 55)0.6 Dead-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-19,8-13=-12 Horz:1-3=-2639,3-16=-2639,5-16=-2639,5-17=-2639,6-17=-2639,6-7=-2639 Drag:13-18=92,8-19=92 at Trapezoidal Loads(plf) Vert:17=-19-to-7=-41(F=-22) 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-63,8-13=-20 lio Horz:1-13=23, 1-14=41,1-16=1989,5-16=1989,5-17=1989,6-17=1989,6-7=1989,7-8=8 Drag:13-18=-69,8-19=-69 Trapezoidal Loads(plf) Vert:17=-63-to-7=-99(F=-36) 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-61,8-13=-20 Horz:1-13=23,1-14=41,1-16=-1970,5-16=-1970,5-17=-1970,6-17=-1970,6-7=-1970,7-8=8 Drag:13-18=69,8-19=69 Trapezoidal Loads(plf) Vert:17=-61-to-7=-97(F=-36) 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-49,8-13=-20 Horz:1-13=-8,1-14=-41,1-16=2003,5-16=2003,5-17=2003,6-17=2003,6-7=2003,7-8=-23 Drag:13-18=-69,8-19=-69 Trapezoidal Loads(plf) Vert:17=-49-to-7=-85(F=-36) 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-47,8-13=-20 Horz:1-13=-8,1-14=-41,1-16=-1956,5-16=-1956,5-17=-1956,6-17=-1956,6-7=-1956,7-8=-23 Drag:13-18=69,8-19=69 Trapezoidal Loads(plf) Vert:17=-47-to-7=-83(F=36) Continued on page 7 Yi Job Truss 'Truss-Type- -- _-_- _ - - - -- -- oty Pry - - 21-CP3713 A05-DRAG I ROOF SPECIAL 1 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ID:FkhE30FkOX Job Reference(oona� 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:23 2022 Page 7 ?EYSg8N45JKoyD07k-6hu BIKWj5h14ggOBtGMtAFUIReJgbu BKGXxBHBzyR R2 LOAD CASE(S) Standard 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-63,8-13=-20 Horz:1-13=21,1-14=-27, 1-16=1989,5-16=1989,5-17=1989,6-17=1989,6-7=1989,7-8=7 Drag:13-18=-69,8-19=-69 Trapezoidal Loads(plf) Vert:17=-63-to-7=-99(F=-36) 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-61,8-13=-20 Horz:1-13=21,1-14=-27,1-16=-1970,5-16=-1970,5-17=-1970,6-17=-1970,6-7=-1970,7-8=7 "'1Y Drag:13-18=69,8-19=69 Trapezoidal Loads(plf) Vert:17=-61-to-7=-97(F=-36) 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-49,8-13=-20 Horz:1-13=-7, 1-14=-27,1-16=2003,5-16=2003,5-17=2003,6-17=2003,6-7=2003,7-8=-21 Drag:13-18=-69,8-19=-69 Trapezoidal Loads(plf) Vert:17=-49-to-7=-85(F=-36) 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-17=-47,8-13=-20 Horz:1-13=-7,1-14=-27,1-16=-1956,5-16=-1956,5-17=-1956,6-17=-1956,6-7=-1956,7-8=-21 Drag:13-18=69,8-19=69 Aro Trapezoidal Loads(plf) Vert:17=-47-to-7=-83(F=-36) Atis �alY kYi ;aW �oY AIN Truss Truss Type Oty I Ply .,; 121-CP3713 A06 Roof Special 7 1 ID:Fkh Job Reference(optional) it ---- — -- - - 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:24 2022 Page 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 E30FkOX?EYSg8N45JKoyD07k-atSZygWLs?twSgbNRzt6iT0ya2hOKNHTVBghpdzyHR1 7-10-7 15-8-14_ 7-10-7 7-10-7 Scale=1:25.211 5x8 M18AHS 7 0.25',12_ iii 1 3x4 8 2 3x14= 1 3 _ -- --fit - --- --- s W5 Mil as r 5 4x8= 4 - 6 5x5 3x5 II I 15-8-14 1— 7-10-7 7-10-7 I 7-10-7 Plate Offsets(X,Y)-- j1 0 3-15,Edgej L4:0 2 8 0-0-11[5.0-1 12 0-1-12] [6 0_2-4 0 2-12] _ LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) 0.11 5 >999 240 MT20 185/148 (Roof Snow=25.0) 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT) -0.20 5 >914 180 M18AHS169/162 TCDL 1 BCLL .0 * Rep Stress Ina NO WB 0.82 Horz(CT) 0.03 4 n/a n/a Matrix-R Weight:71 lb FT=0% BCDL 10.0 Code IBC2018 TPI2014 - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. W1:2x6 DF 1800F 1.6E,W5:2x6 DF No.2 WEBS 1 Row at midpt 2-6,3-5 Op MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=825/0-4-0 (min.0-1-8),4=922/0-5-8 (min.0-1-8) 16 Max Horz 6=-167(LC 10) Max Uplift6=-141(LC 13),4=-74(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-322/311,1-8=-350/368,2-8=-356/367,2-3=-2046/1124,3-4=-824/425 filfa BOT CHORD 5-6=-1154/2036,4-5=-173/458 WEBS 2-6=-1778/1013,2-5=-226/328,3-5=-1003/1614 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS lit (envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. IW 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)6=141. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. IIY 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard tr 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase-1.15 Uniform Loads(plf) Vert:1-8=-84,4-6=-20 Trapezoidal Loads(plf) Vert:8=-84-to-3=-120(F=-36) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Continued on page 2 iv I1 1-Job- Truss ITruss Type _ --- 21-CP3713 A06 Roof Special 7 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 ID:FkhE30FkOX?EYSg8N45JK0 s Oct 22 Reference21 MiTek WLs?twSge Industries, Inc Wed Jan 5KNHT24 2022 Paae 2 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-71,4-6=-20 Trapezoidal Loads(plf) Vert:8=-71-to-3=-108(F=-36) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 4016 Vert:1-8=-34,4-6=-40 Trapezoidal Loads(plf) Vert:8=-34-to-3=-70(F=-36) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=77,4-6=-12 Horz:1-6=23,1-7=111,1-3=86,3-4=40 Trapezoidal Loads(plf) Vert:8=77-to-3=41(F=-36) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=77,4-6=-12 Horz:1-6=-40,1-7=-64,1-3=86,3-4=-23 Trapezoidal Loads(plf) Vert:8=77-to-3=41(F=-36) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-48,4-6=-20 Horz:1-6=-27,1-7=41,1-3=-14,3-4=-36 Trapezoidal Loads(plf) Vert:8=-48-to-3=-84(F=-36) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-48,4-6=-20 Horz:1-6=36,1-7=-64,1-3=-14,3-4=27 Trapezoidal Loads(plf) Vert:8=-48-to-3=-84(F=-36) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ,yY Vert:1-8=17,4-6=-12 Horz:1-6=18,1-7=54,1-3=25,3-4=23 Trapezoidal Loads(plf) Vert:8=17-to-3=-19(F=-36) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Ai Uniform Loads(plf) Vert:1-8=36,4-6=-12 Horz:1-6=-23, 1-7=-54, 1-3=44,3-4=-18 Trapezoidal Loads(plf) Vert:8=36-to-3=0(F=-36) mg 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-22,4-6=-20 Horz:1-6=31,1-7=54, 1-3=12,3-4=11 Trapezoidal Loads(plf) Vert:8=-22-to-3=-58(F=-36) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-2,4-6=-20 Horz:1-6=-11,1-7=-54,1-3=32,3-4=-31 ua Trapezoidal Loads(plf) Vert:8=-2-to-3=-38(F=-36) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=17,4-6=-12 Horz:1-6=15, 1-7=-36,1-3=25,3-4=22 Trapezoidal Loads(plf) Vert:8=17-to-3=-19(F=-36) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 41111 Vert:1-8=36,4-6=-12 Horz:1-6=-22,1-7=-36,1-3=44,3-4=-15 Trapezoidal Loads(plf) Vert:8=36-to-3=0(F=-36) 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 m Uniform Loads(plf) Vert:1-8=11,4-6=-12 Horz:1-6=8, 1-7=-36,1-3=20,3-4=17 Trapezoidal Loads(plf) Vert:8=11-to-3=-25(F=-36) am 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 3 ter . IOC P1 -r o Truss TrussType -- -P3713 A06 Roof 7 1 Job Reference(�ional)- Special- - P ecial PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.500 s Oct 22k-2021 MgWL Industries,Inc. Wed Jan 5 08 07 24 2022 Page 3 I D:FkhE30FkOX?EYSg8N45JKoyD07k-atSZyg W Ls?twSgbNRzt6iT0ya2hOKN HTVBghpdzyRR 1 LOAD CASE(S) Standard Uniform Loads(pif) WIC Vert:1-8=23,4-6=-12 Horz:1-6=-17,1-7=-36,1-3=31,3-4=-8 Trapezoidal Loads(plf) Vert:8=23-to-3=-13(F=-36) 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-22,4-6=-20 Horz:1-6=28,1-7=-36,1-3=12,3-4=9 Trapezoidal Loads(plf) Vert:8=-22-to-3=-58(F=-36) itw 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-2,4-6=-20 Horz:1-6=-9,1-7=-36,1-3=32,3-4=-28 Trapezoidal Loads(plf) Vert:8=-2-to-3=-38(F=-36) 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-8=-34,4-6=-20 Trapezoidal Loads(plf) 1116 Vert:8=-34-to-3=-70(F=-36) 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-62,4-6=-20 Horz:1-6=23,1-7=41,1-3=9,3-4=8 Trapezoidal Loads(plf) Vert:8=-62-to-3=-98(F=-36) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-48,4-6=-20 ° Horz:1-6=-8,1-7=-41,1-3=24,3-4=-23 Trapezoidal Loads(plf) Vert:8=-48-to-3=-84(F=-36) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-62,4-6=-20 Horz:1-6=21,1-7=-27,1-3=9,3-4=7 Trapezoidal Loads(plf) Vert:8=-62-to-3=-98(F=-36) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-48,4-6=-20 Horz:1-6=-7,1-7=-27,1-3=24,3-4=-21 Trapezoidal Loads(plf) Vert:8=-48-to-3=-84(F=-36) 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-74,4-6=-20 Trapezoidal Loads(plf) Vert:8=-74-to-3=-110(F=-36) 24)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-25,4-6=-12 Horz:1-6=-16,1-7=33,1-3=-16,3-4=-16 Trapezoidal Loads(plf) Vert:8=-25-to-3=-61(F=-36) 25)Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=8,4-6=-12 Horz:1-6=16,1-7=33,1-3=16,3-4=16 Trapezoidal Loads(plf) Vert:8=8-to-3=-28(F=-36) iW YYY rW Job Truss .Truss Type Pi 21-CP3713 1A07 'ROOF SPECIAL SUPPORT 11 1 WI- E --L INC.,__ KA ID:FkhE30FkOX I EYSg8N4Job References Oct22 21 MiTek Industries, PRECISION TRUSS&LUMBER,I CLACKAMAS,OR.97015 — 8.500 s Ot 22 2021 MiTek IInc. Wed Jan 5 08:07:25 2022 Page 1 SJKoyD07k-240xA0XzdI0n4_Aa?gOLFgZCgSAs30RdjrQFM3zyRR0 ---- 15-8-14 15-8-14 Scale=1:27.0 2x4 I I 2x4 1 2 3 4 5 6 7 8 9 10 11 12 13 I Tr w1 1 ro 8T1 8T1 ST1 oT1 ST1 ST1 8T1 T T ST1 T1 las kl-- 2 E E 2 E E i] E Ll El E 2' 0 row.mom......Any wi e_...z. ..'---''eee_._•----mzwit-ee_1._1,__eee_e._eee•_e..eee._._e•-�---•_im--•_•_ .•_•_•_de-61 Will 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 II ma 15-8-14 15-8-14 { TCLL LOADING(psf25 044141 , SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.52 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 17.0 Lumber DOL 1.15 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-R Weight:89 lb FT=0% cur LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-13, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std OTHERS 2x4 HF Std MiTek recommends that Stabilizers and required cross bracing xrr be installed during truss erection,in accordance with Stabilizer Installation guide,_ REACTIONS. All bearings 15-8-14. (lb)- Max Horz 26=-140(LC 8) Max Uplift All uplift 100 lb or less at joint(s)24,23,22,21,20,19,18,17,16 except 26=-133(LC 8),14=-161(LC 9),25=-173(LC 9),15=-195(LC 8) At Max Gray All reactions 250 lb or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x3 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. , 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,23,22,21,20,19 ,18, 17,16 except(jt=lb)26=133,14=161,25=173,15=195. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,uw LOAD CASE(S) Standard at rab ; Ir ,. -Job Truss :Truss Type �Y I Y 21-CP3713 B01 GABLE 12 1 Ilili PRECISION TRUSS&LUMBER, ID:FkhE30F Job References Oct22 21 MiTek Industries,ustries -- -- � 8.500 s Ot 22 2021 MiTek Inc. Wed Jan 5 08:07:29 2022 Page 1 INC.,CLACKAMAS,OR.97015 kOX?EYSg8N45JKoyD07k-xrGS?NaUhXWDYbULEWSHPWkn13R6?bLCeTOSUgzy Oy 6-11-4_ _ — 13-6-15 267111 2 s��2 g7612-2 3015'80 Scale=1:54.5 Ili 0.25 12 3x5-- 3x5 15 alii 7 3x8_ 4x7-- 5x8 I 14 11 2 3 73 4 74 55x6= 3x46 -- T1 x ® T,Llaie _ 11 T2 — , NI S Wt .'M W s ST,2 CW4 _ ST25 I 1 S Sr ' STa6 ST38 fiT1 ST2 -'? s S 1 :. .. 4 �, S 9 V S` a, ST7 S 6 ST 7 S. ST26 S3 m ��;; I. 3` 91 SAl il'5 S= Alia ' ► 75 2 12 11 10 9 8 1 3x6= 4x4 I 4x5 I I 4x5 I I 3x6= 3x6= 4x6= I 8-3-0 16-2-8- 16 5-4 24-10-5 -__- 33-6-2 33-11-10 8-3-0 __- 7-11-8 0-2-12 6-5-1 _-- 8-7-13 IT:(-5--8 Plate Offsets(X,Y)-- [1 0 2-4,0-1 8],[2:0-3 1 2 0-1-8] [3 0-3 0 0 2-8],[4 0 4-12,0 2 8],[5:0 2 12,0-2 8] [7:0-2-5,0-1-8],[8 0 2-8,0 1 8],[9:0 2-12,0-1 8],[9:0-3 0,0-0-1],[10:0-3-0 ,0 1-121 f11 0.3-0,0 2 0],112 0 1 12,0-1 8],L 3:0 2 12,0-1 8] [59:0-1 9 0-0-2] j72 D-1-9,0-0-8]__ LOADING(psf) I TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.05 12-13 >999 240 MT20 185/148 TCDL 17.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.79 8 >267 90 Rep Stress lncr YES I WB 0.96 Horz(CT) -0.05 10 n/a n/a BCDL 10.0 * Code IBC2018/TPI2014 ' Matrix-R Wind(LL) 0.59 8 >357 180 Weight:262 lb FT=0% ow LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 HF Std`Except* BOT CHORD Rigid ceiling directly applied or 3-0-12 oc bracing. SW W 1:2x6 DF 1800F 1.6E,W4:2x4 DF No.2 WEBS 1 Row at midpt 2-13,3-12,5-10,5-9 OTHERS 2x4 HF Std 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. m REACTIONS. (lb/size) 13=-169/0-4-0 (min.0-1-8),10=3654/0-5-8 (min.0-3-14) Max Horz 13=-289(LC 8) Max UpIift13=-173(LC 19),10=-1464(LC 9) Max Gray 13=288(LC 9),10=3654(LC 1) tra FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-258/156,2-3=-1538/1324,3-73=-4099/4844,4-73=-4100/4838,4-74=-4100/4835, 5-74=-4101/4834,5-6=-1240/1334,6-7=-188/308,7-8=-272/175 BOT CHORD 12-13=-899/1407,11-12=-3332/3014,10-11=-3332/3014,10-75=-2869/2404, 9-75=-2869/2404,8-9=-694/605 iiirtt WEBS 2-13=-1436/1102,2-12=-1184/1137,3-12=-1767/2377,3-10=-2433/1708,5-10=-2518/1977, 5-9=-1652/1887,6-9=-1114/790,6-8=-768/889 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-2-12 to 15-2-12,Exterior(2)15-2-12 to 18-8-14,Corner(3)18-8-14 to 33-8-14 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ftes 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x3 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sit 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=173, 10=1464. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. IW LOAD CASE(S) Standard le IW Jbb Truss 7TrusType Oty Ply 21-CP3713 B02 Roof Special -I21 !I 1 moo Job - - O - S LUMBER, __ — - - — 8 00 s OctReference2 2021 MTek Industries,Inc. Wed Jan 5 08:07:30 2022 Pa e 1 l PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 J Page q y0-6 pq j Sre4A13XoE_WykGy2TmQk2bMt7700HzyRQx 6-11-4 --__ 13-6-15- __—_ 20-2-111D:FkhE30FkOX.EYS 8N4566�-D07k-P1 D b6 6-7-12 0 5 10 6-11-4 6-7-12 6-7-12 33-6-2 33,,--8 Scale=1:54.5 0.25112 3x5= 3x5--- 3x4= 4x7= 4x8 M18AHS L 15 14 1 2 3 16 5x6= 3x4 Ti4 17 5 6 IJ T2 7 1 0 2 4 crni 12 11 10 18 9 3x6 13 8 3x6= 4x4 3x8 M18AHS 4x5 3x6= j 41 I 46 33-11-1 8-5-1 -2 8-3-0 _ [ [3.0 3 0 j [0-2-12 0-2 81,[_7 0 2 5,0-1 812[_8 0-2 8 0 1-81 j9 0 2 112 0 1-81[10 0 3 0,0-1 12],J 2 0 1-12 08-71 81,113:0-2-12,0 1-85 8 Plate Offsets(X3 0 Y) [1 0 2 4,0 1 8 0 2_8 LOADING(psf) l TOLL 25.0 Ma SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.05 12-13 >999 240 MT20 185/148 TCDL 17.0 Lumber DOL 1.15 BC 0.61 1 Vert(CT) -0.79 8 >267 90 M18AHS 169/162 BCLL 0.0 * Rep Stress InaYES WB 0.96 Horz(CT) -0.05 10 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.59 8 >357 180 Weight:186 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 3-0-12 oc bracing. me W1:2x6 DF 1800F 1.6E,W4:2x4 DF No.2 WEBS 1 Row at midpt 2-13,3-12,5-10,5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. reic REACTIONS. (lb/size) 13= 169/0 4-0 (min.0-1-8), 10=3654/0 5 8 (min.0 3 14) Max Horz 13=-289(LC 8) Max Uplift13=-173(LC 19), 10=-1464(LC 9) Max Gray 13=288(LC 9),10=3654(LC 1) 4116 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-258/156,2-3=-1539/1324,3-16=-4099/4844,4-16=-4100/4838,4-17=-4100/4835, 5-17=-4101/4834,5-6=-1240/1334,6-7=-188/305,7-8=-272/175 BOT CHORD 12-13=-899/1404,11-12=-3332/3013,10-11=-3332/3013, 10-18=-2869/2403, 9-18=-2869/2403,8-9=-694/605 WEBS 2-13=-1435/1102,2-12=-1184/1136,3-12=-1766/2377,3-10=-2433/1707,5-10=-2518/1977, 5-9=-1652/1887,6-9=-1114/790,6-8=-768/889 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS rm, (envelope)gable end zone and C-C Corner(3)0-2-12 to 15-2-12,Exterior(2)15-2-12 to 18-8-14,Corner(3)18-8-14 to 33-8-14 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. ,A6 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=173, Au 10=1464. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard WA 40 YP Job Truss 'Truss—T e O1y Ply i Iaq r�, 21-CP3713 B03-DRAG ROOF SPECIAL 1 Job Reference optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:32 2022 Page 1 Mr ID:FkhE30FkOX?EYSg8N45JKoyD07k-LOxaePdMzSuoP3Cwvf0_19LMJGNwCy4fKRc749zy Ov 6-11-4 13-6-15 i_ _ 20-2-11 + 26-10-6 33-6-2 33-;11-10 6-11-4 6-7-12 6-7-12 6-7-12 6-7-12 0-5-8 Scale=1:54.5 skt, 0.2512 4x5-_- 3x5= 15 Wk 4x7= 5x10 4x8 M18AHS- 4x6= 3x4= 14 1 2 3 16 4 17 5 6 14 7 T1 — T2 W1 Si q � Wt ,60 2 4 9' th II Iml 18 12 11 19 9 13 10 8 5x6= 4x7= 3x8 M18AHS= 5x6 I 3x6= 3x6= I 8-3-0 16-2-8 ------ _ 16r�5-4 24-10_5 33-6-2 33-1111�10 8-3-0 7-11-8 0 2-12 8 5-1 8-7-13 0-5-8 Plate Offsets(X Y} [1:0-2-3,0-1 8] [2.0-3-8,0-1-121 j5:0-2-12 0 2 01,7 0 2-4,0 2 01,[8:0 2-8,0-1-8119:0-2-12,0-1-8] LZ 0-3-8,0-1 121,113:0-3-0 0-3-0] LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 I TC 0.70 I Vert(LL) 0.84 8 >249 180 MT20 185/148 Lumber DOL 1.15 BC 0.93 Vert(CT) -0.88 8 >239 90 M18AHS 169/162 TCBCDDL L 10.0 I Rep Stress lncr NO ! WB 0.96 i Horz(CT) -0.05 10 n/a n/a BCDL 10.0 — — Weight::189 lb FT=0 Code IBC2018/TPI2014 Matrix-R — wit LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. W1:2x6 DF 18DOF 1.6E,W6,W7,W8,W9:2x4 HF Std WEBS 1 Row at midpt 2-13,3-12,5-10,5-9 1116 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=-169/0-4-0 (min.0-1-11),10=3654/0-5-8 (min.0-4-1) ors Max Horz 13=-289(LC 33) Max Uplift13=-1173(LC 36),10=-2624(LC 35) Max Gray 13=1342(LC 35),10=4085(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Ilk TOP CHORD 1-13=-261/163,1-2=-1185/1155,2-3=-2953/2223,3-16=-7174/6563,4-16=-6922/6371, 4-17=-6386/5963,5-17=-6261/5868,5-6=-3304/2776,6-7=-1223/1160,7-8=-272/175 BOT CHORD 13-18=-2500/2978,12-18=-2028/2506,11-12=-4067/4361,10-11=-3627/3530, 10-19=-2871/2404,9-19=-2871/2404,8-9=-694/604 WEBS 2-13=-3698/2849,2-12=-1907/2312,3-12=-3842/3656,3-10=-3238/3189,5-10=-2515/1975, Sit 5-9=-1653/1889,6-9=-1116/791,6-8=-769/888 NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-2-12 to 15-2-12,Exterior(2)15-2-12 to 18-8-14,Corner(3)18-8-14 to 33-8-14 zone; ark cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. Nit 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=1173 10=2624. lb 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a total drag load of 5196 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0,0-0-0 to 15-11-12 for 306.0 plf. 10)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. Vie LOAD CASE(S) Standard ft 11 'Job Truss TrusT e s — yp O TRY _ - _- -_1Y Y I 2 CO1 Root Special Supported Gable 1 1 ID:FkhE30FkOX I EYS 8N Job Reference(optional) PRECISION TRUSS&LUMBER INC.,CLACKAMAS,OR.97015 Oct 22 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:33 2022 Page 1 q 45JKoyD07k-pcVzrld_km0f1Cn6TMXDaMuYjguVxdEoZ5MgdczyRQu 9-6-0 r till 3x4 II 2x3 2x3 11 2x3 2x3 2x3 'i' 2x3 2x4 ' Scale=1:21.9 1 2 3 4 5 6 7 f• J ____Ti . 62 .i 0 4, W1 W1 7 ST1 ST1 ST1 ST1 ST1 ST1 wia .rY 16 15 14 13 12 11 10 3x4-- 2x3 2x3 II 2x3 i I 2x3 I I 2x3 II 2x3 11 3x4= AN 9-6-0 9-6-0 Plate Offsets- - :--- [8 0---0,0 -8],19:--- ---1-81 I dei TCLL LOADING(psf25 0 SPACING- 2-0 0 CSI. DEFL. in (Ioc) 1/defl Lid PLATES GRIP Snow=2 O Plate Grip DOL 1.15 TC 0.59 Vert(LL) n/a - n/a 999 Lumber DOL 1.15 BC 0.20 Vert(CT) n/a - n/a 999 MT20 185/148 TCDL BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 9 n/a n/a Code IBC2018/TP12014 Matrix-R Ate BCDL 10.0 , Weight:54 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-8, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std MaiOTHERS 2x4 HF Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-6-0. (Ib)- Max Horz 16=-140(LC 8) fm Max Uplift All uplift 100 lb or less at joint(s)14,13,12,11 except 16=-138(LC 8),9=-120(LC 9),15=-178(LC 9), 10=-163(LC 8) Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. mo NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4041 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. ,,,y 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,13,12,11 except (jt=lb)16=138,9=120,15=178, 10=163. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,o LOAD CASE(S) Standard la AV Job — ass T ss y e Qty 1 PI 7 21-CP3713 D01 FLAT SUPPORTED GABLE �'11 1 � 4 Job Reference(qponaIL II i -- — PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:34 2022 Pa e 1 ID:FkhE30FkOX?EYSg8N45JKoyD07k-Io3L35ecV38WfMM1132S6aRke4F?g5iyok5D92zy Qt 17-0-0 17-0-0 Scale=1:29.2q 2x4 II 2x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Tt Jot l I 1" 1 W1 I opST1 ST1 T1 T. -1-.1T1 T T T T T ST' i 1 ,-e E El ---j-- , 28 27 26 25 24 23 22 21 20 19 18 17 16 15 11 3x4 3x4 Y. 1i 17-0-0 17-0-0 —- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 1 Vert(LL) n/a - n/a 999 MT20 185/148 ifilii (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) n/a - n/a 999 I TCDL 17.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 15 n/a n/a BCLL 0.0 * Code IBC2018/TP12014 Matrix-R Weight:96 lb FT=0% BCDL 10.0 - LUMBER- BRACING tic - TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-14, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 HF Std be installed during truss erection,in accordance with Stabilizer ilta 1 Installation guide. REACTIONS. All bearings 17-0-0. (Ib)- Max Horz 28=-140(LC 8) Max Uplift All uplift 100 lb or less at joint(s)26,25,24,23,22,21,20,19,18,17 except 28=-132(LC 8), 15=-171(LC 9),27=-173(LC 9),16=-204(LC 8) oat Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18, 17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- rlr. 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. iiiis 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x3 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Mk 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26,25,24,23,22,21 1u 20,19,18,17 except(jt=lb)28=132,15=171,27=173,16=204. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard W" Vol f t+ Si Job Truss Truss Type 1Qty -rPly 21-CP3713 &LUMBER E01 FLAT SUPPORTED GABLE 1 1 ,3YY PRECISION TRUSS UM ',INC.,-- - --. ---._..----. ---- ___ i Job Reference(optional) --_ ---- — - - ---INC.,CLACKAMAS OR.97015 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08 07:36 2022 Page 1 ID:FkhE30Fk0X?EYSg8N45JKoyD07k-EBB5Tngt1 hOEugWh8U4wB?W4ktwL8?AEF2aKExzyRQr 15-6-0 c 15-6-0 Scale=1:26.6 2x4 11 2x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 I r I H 1 1 Ti T1 5T1I ST1 Ti T Ti T T1 T Ti - B1`,4 , 44 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 ;eyt 15-6-0 15-6-0 Plate Offsets(X,Y)-- j14:Edge,O t-$) as TCLL LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 1 TC 0.54 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 17.0 Lumber DOL 1.15 BC 0.20 1 1 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 14 n/a n/a Code IBC2018/TP12014 Matrix-R BCDL 10.0 Weight:89 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-13, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std All OTHERS 2x4 HF Std MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. All bearings 15-6-0. (Ib)- Max Horz 26=-140(LC 8) Max Uplift All uplift 100 lb or less at joint(s)24,23,22,21,20,19,18,17,16 except 26=-130(LC 8),14=-204(LC 9),25=-170(LC 9),15=-230(LC 8) Max Gray All reactions 250 lb or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. do NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 qm 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x3 MT20 unless otherwise indicated. ,ram 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will , fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,23,22,21,20,19 , 18,17,16 except(jt=lb)26=130, 14=204,25=170,15=230. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard .ar 'Truss Truss Type Oty PLy 21-CP3713 F01 GABLE 1 I 'Job Reference o tional �P PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.500 s Oct 22 2021 MiTek Industries,Inc. Wed Jan 5 08:07:39 2022 Page 1 61. ID:F khE30FkOX.'EYSg8N45JKoyDO7k-emsE6oilKcmol7FGpdedpd8Xh5wiLLlhx0p_gFzyROo 43-0-0 I 43-0-0 Scale=1:71.4 i 7 ii 3x4 !I 3x6= 3x6= 3x4 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1V 17 18 19 20 21 22 23 24 25 26 27 30 31 32 33 34 35 T1 - I �3 a a a W1 ST'1 i 1 1 S71 S71 S71 S-ri S71 5T1 1 S11 S71 01 S71 STi 1 1 ST1 S71 1 S71 S11 5T1 S71 S71 S71 S71 ST1 S71 S71 ST1 W1 � � -� B11 6 -� 'e I-- ' 1 !- 0 -0_- n n' -D 4, n -a Ice3- ® ❑-fie -- ®' -irk '-- i 70 69 68 67 6665 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3x4- 3x6 -- 3x6- 4x4 11 I 43-0-0 43-0-0 Plate OffsetslX,Y)--j36 Edge,0-3-8j LOADING(psf) 1 SPACING- 2-0-0 1 CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP Ili TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) n/a - n/a 999 TCDL 17.0 I Rep Stress Incr YES WB 0.07 Horz(CT) -0.01 36 n/a n/a BCLL 0.0 * Code IBC2018/TP12014 Matrix-R Weight:286 lb FT=0% BCDL 10.0 ow LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-35, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 HF Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 43-0-0. (Ib)- Max Horz70=196(LC 11) Max Uplift All uplift 100 lb or less at joint(s)38,39,40,41,42,43,44,45,46,47,48,49,51,52,53,54,55, 56,57,58,59,60,61,62,63,64,65,67,68 except 70=-204(LC 8),36=-248(LC 9),37=-308(LC 8), ' 69=-274(LC 9) Max Gray All reactions 250 lb or less at joint(s)70,36,38,39,40,41,42,43,44,45,46,47,48,49,51,52, 53,54,55,56,57,58,59,60,61,62,63,64,65,67,68 except 37=314(LC 11),69=286(LC 19) ilikk FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-1-12 to 5-1-12,Exterior(2)5-1-12 to 37-10-4,Corner(3)37-10-4 to 42-10-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 Ow 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x3 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 1-4-0 oc. iW 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)38,39,40,41,42,43 ,44,45,46,47,48,49,51,52,53,54,55,56,57,58,59,60,61,62,63,64,65,67,68 except(jt=lb)70=204,36=248,37=308,69=274. i1 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard fiir