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Home My WebLink AboutTRUSSES - 08-00440 - Boice Building #2 - New BuildingBOICE BUILDING #2 QUOTE # 919581 �Jji B7 -11 Bl 1G - 11 08 00439 & 08 00440 Boice Bldg #2 1087 Summers Dr Al STOCK COMPONENTS 1675 PEDERSON STREET IDAHO FALLS, IDAHO 83405 208-528-2309 Job Truss Truss Type Qty Ply REXBURG1B0YCE18-261CG/(IDO Q919581 Al ROOF TRUSS 2 1 Job Reference lions! w vLin tsumrulVCry 1.1-Ir, lams raim, w oa wa, VLI\i V. t MIDU S JGII J zuw IVY 1 rK ulumu=, a Ri. I4C Muy GD 1 1.-7V.41 4%&M r413C 1 -2-0-0 4-10-12 9-3-0 13-7-4 18-6-0 20-6-0 2-0-0 4-10-12 4-4-4 4-4-4 4-10-12 2-0-0 Scale - 1:36.3 44 _ 4 9-3-0 9-3-0 9-3-0 T LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.12 6-8 >999 240 MI-20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.50 Vert(TL) -0.26 6-8 >826 180 BCDL .0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.04 6 n/a n/a BCDL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 64lb BCDL 8.0 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 2=1117/0-5-8, 6=1117/0-5-8 Max Horz 2=83(LC 7) Max Uplift2=-146(LC 7), 6=-146(LC 8) Max Grav2=1120(LC 2), 6=1120(LC 3) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1504188, 3-4=-1087163, 4-5=-1087/63, 5-6=-1504189 BOT CHORD 2-8=-61/1250, 6-8=-14/1250 WEBS 3-8=-487/100, 4-8=0/494, 5-8=-487/100 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) 2=146, 6=146. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26JCG/(ID0 Q919581 A1G ROOF TRUSS 2 1 Job Reference (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 7.039 s Jan 3 20os Nq I ek incusmes, inc. i ue Aug zb 1 i:.Yvzs zuue rage i -2-0-0 9-3-0 18-6-0 20-6-0 2-0-0 9-3-0 4x4 = 18-6-0 18-6-0 9-3-0 2-0-0 Scale - 1:36.3 Plate Offsets (X Y): [20-1-5 Edge] [10:0-1-5 Edae] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.14 11 n/r 90 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.30 Vert(TL) -0.15 11 Nr 80 TCDL .0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 10 n/a n/a BCDL 0.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.05 11 n/r 120 Weight: 69lb BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD OTHERS 2 X 4 SPF-S Stud/Std REACTIONS All bearings 18-6-0. (lb) - Max Horz 2=83(LC 7) Max Uplift All uplift 100 lb or less at joints) 16, 17, 18. 14, 13, 12 except 2=-104(LC 7), 10=-119(LC 8) Max Grav All reactions 250 lb or less at joint(s)15, 18, 12 except 2=501(LC 9), 10=501(LC 9). 16=291(LC 2). 17=261(LC 2), 14=291(LC 3), 13=261(LC 3) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-260/50, 7-14=-260/49 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf. BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail' 3) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&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)16, 17, 18, 14, 13. 12 except (jt=ib) 2=104, 10=119. 12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply REXBURG/BOYCE/8-26/CG/(IDO 0919581 A2 ROOF TRUSS 2 3 Job Reference banal STOCK COMPONENTS -IF, Idaho Falls, ID 03403, CLAY G. r.u-4u s ,ran 3 2UW W I ek industries, mc. i ue Aug m i i:su za zwo rage i -2-0-0 11 4-7-9 8-1-2 9-3-0 13-3-8 18-6-0 20-6-0 2-0-0 4-7-9 3-5-9 1-1-14 4-0-8 6411 3)0 5-2-8 240-0 Scale v 1:36.3 B-1-2 9-3-0 , 13-3-8 18-6-0 , 8-1-2 1-1-14 4-0-8 5-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.62 Vert(LL) -0.16 9-10 >999 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.89 Vert(TL) -0.27 9-10 >789 180 TCDL .0 * Rep Stress Incr NO WB 0.62 Horz(TL) 0.08 7 n/a n/a BCDL 0 Code IRC2006/TP12002 (Matrix) Weight: 275 lb 8.0.0 BCDL LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc pudins. BOT CHORD 2 X 6 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S Stud/Std *Except* W4 2 X 4 SPF 1650F 1.5E, W6 2 X 4 SPF 1650F 1.5E WEDGE Right: 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 2=5953/0-5-8, 7=9726/0-5-8 Max Horz 2=-85(LC 8) Max Uplift2=-611(LC 7), 7=-973(LC 8) Max Grav2=5963(LC 2), 7=9733(LC 3) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11866/1077, 3-4=-11551/1055, 4-5=-10652/1013, 5-6=-10861/1019, 6-12=-15455/1404, 7-12=-15605/1393 BOT CHORD 2-11=-946/10466, 10-11=-873/10243, 9-10=-1202/13830, 7-9=-1202/13830 WEBS 3-11=-303/86, 4-11=-165/2521, 4-10=-2154/166, 5-10=-846/8981, 6-10=-4979/493, 6-9=-406/4524 NOTES 1) 3-ply truss to be connected together with 10d (0.131")3") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 3 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, Except member 4-11 2 X 4 - 2 rows at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 4) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss ehas ttbbeen designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit Coppo% parn chord and any other members. Job Truss Truss Type Qty Ply REXBURGJBOYCFJ8-26/CGJ(IDO 0919581 A2 ROOF TRUSS 2 3 'anal Job Reference T..�A.-9 44.lMgA IWV%O n--1I 51 UUK UUwuNrJV i a-tr. imm raus, to 00%w, �,Lm w v. NOTES 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=611, 7=973. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Girder carries tie-in span(s): 40-0-0 from 8-1-2 to 18-6-0 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3701 lb down and 355 lb up at 8-1-2 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-86, 5-8=-86, 2-11=-16, 7-11=-973(F=-957) Concentrated Loads (lb) Vert: 11=-3701(F) Job Truss Truss Type Qty Ply REXBURG/B0YCE/8-261CG/(IDO Q919581 Bt ROOF TRUSS 3 1 Job Reference(optional) J i uL r% L uwrurvuN i o-,r, ,uaw rams. w oowa. van 1 v. -2-0-0 4-3-4 , 8-0-0 11-8-12_ 16-0-0 1 18-0-0 2-0-0 4-3-4 3-8-12 3-8-12 4-3-4 2-0-0 Scale: 3/8-=1. US = 4 9 8-0-0 16-0-0 8-0-0 8-0-0 Plate Offsets (X Y): [2:0-1-5 EdQel, 16:0-1-5 Edaea LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.76 Vert(LL) 0.08 6-8 >999 240 MT20 169/123 (Roof Smarr--35.0) Lumber Increase 1.15 BC 0.37 Vert(TL) -0.15 2-8 >999 180 TCDL .0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 6 n/a n/a BOLL 0.0 Rini a n Code IRC2006/TPI2002 (Matrix) Weight: 56lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 2=990/0-5-8, 6=990/0-5-8 Max Horz 2=76(LC 7) Max Uplift2=-139(LC 7), 6=-139(LC 8) Max Grav2=997(LC 2), 6=997(LC 3) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1265/49, 3-9=-1122/65, 3-4=-912/49, 4-5=-912/49, 5-10=-1122/66, 6-10=-1265/50 BOT CHORD 2-8=-39/1041, 6-8=-4/1041 WEBS 3-8=-400R7, 4-8=0/394, 5-8=-400/78 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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 at=lb) 2=139, 6=139. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type ay Ply REXBURGBOYCE/8-26/CG/(IDO 0919581 BIG ROOF TRUSS 1 1 Job Reference (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403. CLAY G. Y.usu s jan s [wo IW i eK inausmes, inc. i ue rug co i i:jvu cwo rt ge i -2-0-0 8-0-0 16-0-0 18-0-0 2-0-0 8-0-0 4x4 = 16-0-0 16-0-0 8-0-0 2-0-0 Scale: 3/8"=V Plate Offsets MY): (2.0-1-7 Edge] [10:0-1-7 Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.12 11 n/r 90 W20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.31 Vert(TL) -0.13 11 n/r 80 TCDL 8.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 10 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) Wind(LL) 0.05 11 n/r 120 Weight: 58lb LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E OTHERS 2 X 4 SPF-S Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 16-0-0. (lb) - Max Horz 2=76(LC 7) Max Uplift All uplift 100 lb or less at joint(s)16, 17, 14, 13 except 2=-122(LC 7), 10=-136(LC 8), 18=-192(LC 9), 12=-192(LC 9) Max Grav All reactions 250 lb or less at joints) 15. 18, 12 except 2=558(LC 9). 10=558(LC 9), 16=277(LC 2), 17=278(LC 2), 14=277(LC 3), 13=278(LC 3) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.Spsf; Category 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail' 3) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 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)16, 17, 14. 13 except (jt=1b) 2=122, 10=136. 18=192, 12=192. 12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURGIBOYCE/8-26/CGJ(IDO 0919581 B2 ROOF TRUSS 1 1 --- Job Reference (optional) - wwww � ram_._ .._ i. __.. .__ �_ �.._ •.._ nn •-..fly. q`! nM� A--- J I Mill GVWR'VIVCIV I a-jr, lumio rams, IIJ ortra, vL^ i %.7. i 4-3-4 8-0-0 1148-12 16-0-0 4-3-4 3-8-12 3-8-12 4-3-4 Seale s 128,4 4x5 = 3x8 7:�- 3x$ = axci 8-0-0 16-0-0 8-0-0 8-0-0 Plate Offsets (X Y): f1:0-2-10 0-1-8] 5:0-2-10 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.27 Vert(LL) -0.07 1-6 >999 240 W20 169/123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.39 Vert(TL) -0.16 1-6 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 51 lb BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc puriins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 1=793/0-5-8, 5=793/0-5-8 Max Horz 1=-47(LC 5) Max Uplift1=-50(LC 7), 5=-50(LC 8) FORCES (Ib) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1327/105, 2-7=-988/55, 3-7=-913/70, 3-8=-913/70, 4-8=-988/55, 4-5=-1327/105 BOT CHORD 1-6=-96/1124, 5-6=-53/1124 WEBS 2-6=-420/108, 3-6=0/484, 4-6=-420/108 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURGIBOYCE/8-26/CG1(ID0 0919581 C1 ROOF TRUSS 1 2 Job Reference (optional) 1 �crt t.Vltnrvn«ry i a-ir, �aarzv r�us, w wlw�, �.uyi �. I.vw J Jw I J G.,w IYY 1 VIA » luua» Iw, » rv. 1 ..v r,..y a.v ...w.w rvw ....yv I 10-8-4 12-0-Q 16-3-1 20-7-15 24-11-0 26-2-12 29-6-0 32-9-4 36-11-0 4-1-12 I 7-5-0 , 1 1 4-1-12 3-3-4 3-3-4 1-3-12 4-3-1 4-4-13 4-3-1 1-3-12 3-34 3-3-4 4-1-12 Scale -1:60.9 6x8 = 3x4 = 1.5x4 II Us = 4x5 = 24 23 22 21 20 19 18 17 16 15 14 13 05 = 3x10 II 6x6 = Sx10 = 4x8 = 1000 = 10x10 = 08 = 5z10 = 6x8 = 3x10 II 6x18 II 6x18 II r 4-1-12 7-5.0 , 10-84 ,12-0- 16-3-1 , 20-7-15 , 24-11-0 26-2-12 29-6-0 , 32-9-4 , 36-11-0 , 4-1-12 3-3-4 3-3-4 1-3-12 4-3-1 4-4-13 4-3-1 1-3-12 3-3-4 3-3-4 4-1-12 Plate Offsets (X Y): [1:0-2-4,0-2-0], [5:0-6-4,0-2-81, 18:C LOADING (psf) SPACING 1-0-0 TCLL 35•0 Plates Increase 1.15 (Roof Snow=35.0) Lumber Increase 1.15 TCDL 8.0 Rep Stress tncr NO BCLL 0.0 Code IRC20061TP12002 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TC 0.52 Vert(LL) -0.1118-19 >999 240 W20 169/123 BC 0.88 Vert(TL) -0.1918-19 >993 180 WB 0.72 Horz(TL) 0.03 12 n/a n/a (Matrix) Weight: 464 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 6 DF 180OF 1.6E *Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2 2 X 6 DF No.2 WEBS 1 Raw at midpt 5-21. 8-16 WEBS 2 X 4 SPF-S Stud/Std *Except* W1 2 X 4 SPF 1650F 1.5E, W3 2 X 4 SPF 1650F 1.5E, W5 2 X 6 DF No.2 W9 2 X 4 SPF 165OF 1.5E, W9 2 X 4 SPF 1650F 1.5E, W5 2 X 6 DF No.2 W3 2 X 4 SPF 165OF 1.5E, W1 2 X 4 SPF 1650F 1.5E, W7 2 X 6 DF No.2 W7 2 X 6 DF No.2, W6 2 X 4 SPF 165OF 1.5E, W6 2 X 4 SPF 165OF 1.5E REACTIONS All bearings 0-5-8. (lb) - Max Horz 1=-35(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-304(LC 7),12=-307(LC 8). 22=-1274(LC 7), 15=-1277(LC 5) Max Grav All reactions 250 lb or less at joints) except 1=3361(LC 14), 12=3349(LC 14). 22=13608(LC 14), 15=13636(LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-41161363, 2-25=-40781368, 2-3=-636168, 3-4=-189/2186, 5-6=-32021330, 6-26=-3180/326, 26-27=-3180/326, 7-27=-3180/326, 7-8=-3180/326, 9-1 0=-1 83/2211, 10-11=-010/63, 11-28=-4053/374, 12-28=-4091/368 BOT CHORD 1-24=-342/3628, 23-24=-342/3628, 22-23=-50/523, 21-22=-2136/276, 20-21=-326/118, 19-20=-338177, 18-19=-292/3201, 17-18=-351/83, 16-17=01379, 15-16=-2156/285, 14-1 5=-24/500,13-14=-315/3606, 12-13=-315/3606 WEBS 2-24=-29213244, 2-23=-3672/357, 3-23=-345/3732, 3-22=-3571 /350, 4-22=-7334/689, 5-21=-4487/422, 5-19=-536/5702, 6-19=-327/45, 7-18=-350/46, 8-18=-540/5731, 8-16=-4532/424, 9-15=-7399/694, 10-15=-3569/350, 10-14=-345/3731, 11-14=-3674/358, 11 -1 3=-292/3245, 4-21=-577/6286, 9-16=-585/6345 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x311) nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 04-0 oc. Webs connected as follows: 2 X 6 - 2 rows at 0-4-0 oc, Except member 4-22 2 X 6 - 2 rows at 0-9-0 oc, member 9-15 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4 -1 row at 0-9-0 oc. Continued on page 2 Job Truss Truss Type Qty Ply REXBURGBOYCE/8-26/CGd(IDO Q919581 C1 ROOF TRUSS 1 2 ,lob Refererxe 'anal � nen - r... Inn Tree Ar rn 9R 11-4n 9MA Pant* 9 51 ULK k:unnrUNtry I zi-tr, iQ'um ruins, w o%~-j, LrLn 1 V. NOTES 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05: 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 4) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category It. Exp C; Sheltered; Ct=1, Lu=50-0-0 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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 5t between the bottom chord and any other members. 9) WARNING: Required bearing size at joint(s) 22, 15 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 1, 307 lb uplift at joint 12, 1274 lb uplift at joint 22 and 1277 lb uplift at joint 15. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. 12) Girder caries tie-in span(s): 31-9-0 from 0-0-0 to 36-11-0; 8-0-0 from 10-5-8 to 26-5-8 LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=43, 5-8=43, 8-12=-43, 1-22=-800(F=-792), 15-22=-985(F=-977), 12-15=-800(F=-792) Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-261CG/(ID0 0919581 CR1 ROOF TRUSS 2 1 Job Reference (optional) n irr-I. 1_J..-1_ww I-w T.... A..-. -A& 41.-2A•91 9M4 0-- 1 STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. I.VJUJjar] JLVVOWE1CR11vuuwIR7,III -1-8-7 5-11-7 11-7-5 13-3-0 1-8-7 5-11-7 5-7-15 1-7-11 zxa II 6 3x4 11 3x12 = 4x4 = 34 = 5-11-7 11-7-5 13-3-0 5-11-7 5-7-15 1-7-11 Scale =1:34.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.03 10 >999 240 Mf20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.35 Vert(TL) -0.08 9-10 >999 180 8.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.01 8 n/a n/a BCDDL „ Code IRC2006/TPI2002 (Matrix) Weight: 64 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD BOT CHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF-S Stud/Std'Except- BOT CHORD W1 2 X 4 SPF 1650F 1.5E WEBS REACTIONS (lb/size) 11=741/0-9-3. 8=201/Mechanical, 9=1456/0-8-0 Max Horz 11=305(LC 7) Max Uplift11=-43(LC 7), 8=-155(LC 7), 9=-128(LC 7) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-714/52, 2-3=-971/0, 3-4=-259/137 BOT CHORD 9-10=-199/869 WEBS 2-10=0/827, 3-9=-893/176, 4-9=-768/169, 4-8=-367/178 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 10-11. 1 Row at midpt 3-9 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft, TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Prov9de mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 11, 155 lb uplift at joint 8 and 128 lb uplift at joint 9. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1, 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 Continued on page 2 Jab Truss Truss Type Qty Ply REXBURGJBOYCEl8-261CGJ(ID0 Q919581 CR1 ROOF TRUSS 2 1 Job Reference (optional) STOCK COMPONENTS -IF, Idarto Faus, IU BMW, ULR7 U. .wou .7 ocu I a 14 Wu Ma, x w. I". r .y .. . —.— .,...... , -t' LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-86 Trapezoidal Loads (plf) Vert: 2=-3(F=41, B=41)-ta5=-280(F=-97, B=-97), 5=-280(F=-97, B=-97)-to-6=-285(F=-99, B=-99), 11=0(F=8, B=8)-to-7=-53(F=-19. B=-19) Job Truss Truss Type Qty Ply REXBURGJBOYCE/8-26/CGI(IDO Q919581 CR2 ROOF TRUSS 2 1 Job Reference (optional) JW 6 �33 STOCK COMPONENTS -IF, Ideal Falls, ID 4W, CLAY U. I.Vjisl i a cwo rvu 1 cn a UUOU r wv n. u -34-0 4-6-8 9-1-0 3-4-0 4-6-8 4-6-8 3x6 II 6 4-6-8 , - -- 9-1-0 4-6-8 4-6-8 Scale = 1:24.9 LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.02 9 >999 240 W20 1691123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.27 Vert(TL) -0.03 8-9 >999 180 TCDL 8.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.01 8 n/a Na BCLL 0.0 n Code IRC2006ITP12002 (Matrix) Weight: 42lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std `Except` BOT CHORD W3 2 X 4 SPF 165OF 1.5E SLIDER Left 2 X 6 DF No.2 2-6-0 REACTIONS (lb/size) 8=692/Mechanical, 2=506/0-9-3 Max Horz 2=155(LC 7) Max Uplift8=-119(LC 7), 2=-69(LC 7) Max Grav8=763(LC 2), 2=536(LC 2) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-660/0, 3-10=-630/0, 4-10=-58010, 5-8=-418/121 BOT CHORD 2-9=-83/558, 8-9=-83/558 WEBS 4-8=-546/82 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf, Category 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 8 and 69 lb uplift at joint 2. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502-11.1 and R802.10.2 and referenced standard ANSVTPI 1. 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 Continued on page 2 Job Truss Truss Type Qty Ply REXBURG/BOYCEl8-261CG1(IDO 0919581 CR2 ROOF TRUSS 2 1 .lob Reference (optional) -r nwn.. ..., a 9m4 FWF-r M Z.ciriee i r T,to even'2A 11-,An.31 gnnF3 Pane 2 b I V-A LiuiYlYV mim i o-lr, tuanu riula, ;u o r4va, %,Lr%1 �. • ---- - - LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15. Plate Increase=1.15 Uniform Loads (pIQ Vert: 1-2=43 Trapezoidal Loads (plf) Vert: 2=O(F=21, B=21)-to-5=-19O(F=-74, B=-74), 5=-190(F=-74, B=-74)-to-6=-195(F=-76, B=-76), 2=0(F=4, B=4)-to-7=-36(F=-14, B=-14) Job Truss Truss Type Qty Ply REXBURGIBOYCE/8-26/CGJ(I130 0919581 CR3 ROOF TRUSS 4 1 Job Reference (optional) I Mn - 1. a nnns I&M-L, Mn MI. A. In 7R 11'gn"31 7rM DaMP 1 STOCK COMPONENTS -IF, juarw rams, iU ssaw, CLKY7 to. -3-4-0 2-8-2 1.5xa 11 2-8-2 3 2-8-2 2-8-2 Scab = 1:11.7 LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.00 7 >999 240 W20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.01 Vert(TL) -0.52 1 >81 80 KF18H 169/123 TCDL 8.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 6 Ma n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) Weight: 16lb LUMBER BRACING TOP CHORD 2 X 4 DF-N 240OF 2.0E TOP CHORD BOT CHORD 2 X 4 DF-N 240OF 2.0E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD REACTIONS (lb/size) 7=293/0-9-3, 6=-51/0-9-3, 6=-51/0-9-3 Max Horz 7=42(LC 7) Max Uplift7=-112(LC 7), 6=-188(LC 9), 6=51(LC 1) Max Grav7=492(LC 9), 6=42(LC 7) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-488/115 Structural wood sheathing directly applied or 2-8-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 7 and 188 lb uplift at joint 6. 9) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=43 Continued on page 2 0919581 1 CR3 ' ROOF TRUSS s Jan LOAD CASE(S) Standard Trapezoidal Loads (plt) Vert: 2=-3(F=20, B=20)-to-4=57(F=-7, B=-7), 7=0(F=4, B=4)-to-5=-11(F=-1, 13=-1) Job Truss Truss Type Qty Ply RDC5URG/30YCE/8-26/CG/(ID0 Q919581 CR4 MONO TRUSS 2 1 I __ ,lob Reference (optional) _ — n �. \&T-1. ICJ... .:w- I..- T.— A,— 9Q 44•Zn•Z7 -XVIR Dann 4 STOCK cUMPUNtN i b-ff-,108M raus, U uyvuo, ULAT u. -3-4-0 4-&0 3 5X4 11 3.4-0 4-&0 3 Scale -1:14.9 i 4-6-0 1 LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft Ud TCLL 35.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.00 2-4 >999 240 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.20 Vert(TL) -0.00 2-4 >999 180 TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD BOT CHORD 2 X 6 DF No.2 WEBS 2 X 4 SPF-S Stud/Std BOT CHORD REACTIONS (lb/size) 2=204/0-5-8, 4=-12/Mechanical Max Horz 2=26(LC 7) Max Uplift2=-87(LC 7), 4=-51(LC 9) Max Grav2=230(LC 2), 4=27(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 1691123 Weight: 21 lb Structural wood sheathing directly applied or 4-6-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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-&0 tall by 2-0-0 wide wiil fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 2 and 51 lb uplift at joint 4. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 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 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-43 Trapezoidal Loads (plf) Vert: 2=8(F=8, 13=8)-10-4=-10(F=-1, 13=-1), 2=38(F=40, 6=40)-to-3=-54(F=-5, B=-5) Job Truss Truss Type Qty Ply REXBURQ415OYCE18-26/CG/(IDo Q919581 D1 _- -- -- -- --- -- -' _ _ ROOF TRUSS 2 2 I Mn Job Reference (optional) - Iti I.., T..n A1w �% 11•'if1.17 'NY1R Dana 1 J I U%A% %o1.AVVI %.AYGtl I �M * NOI N V CUSQ, 1v al�� 5X10 = 5-10-12 11-7-12 17-4-12 23-1-12 28-10-12 34-6-0 40-0-0 42-0-0 5-10-12 5-9-0 5-9-0 5-9-0 5-9-0 5-7-4 5-6-0 2-0-0 Scab = 1:69.7 6x8 = 44 4X4 = IS = 4x4 = 1.5X4 II n 4 10 d 5 20 6 7 21 6 18 17 16 ID is w 11 •-- -- - IS II 502 = 44 = 4x5 = 6X10 MT20H= 4x4 = 6x12 = 2X4 II 5-10-12 11-7-12 17-4-12 23-1-12 28-10-12 34-6-0 40-0-0 5-10-12 5-9-0 5-9-0 5-9-0 5-9-0 5-7-4 5-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 35.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.63 13-15 >758 240 (Roof Snow=35.0) Lumber Increase 1.15 Be 1.00 Vert(TL) -0.94 13-15 >507 180 TCDL 8.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.15 9 n/a n/a BCLL 0.0 Code IRC2006frP12002 (Matrix) BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD BOT CHORD 2 X 6 DF No.2 WEBS 2 X 4 SPF 165OF 1.5E `Except' BOT CHORD W3 2 X 4 SPF-S Stud/Std, W3 2 X 4 SPF-S Stud/Std W3 2 X 4 SPF-S Stud/Std, W3 2 X 4 SPF-S Stud/Std W3 2 X 4 SPF-S Stud/Std, W4 2 X 4 SPF-S Stud/Std WEDGE Right: 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 18=3679/Mechanical, 9=3801/0-5-8 Max Horz 18=-163(LC 8) Max Upliftl8=-371(LC 5), 9=-327(LC 5) Max Grav 1 8=4825(LC 10), 9=4331(LC 10) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-4416/343, 1-2=-6300/489, 2-3=-10163/804, 3-19=-11903/960, 4-19=-11903/960, 4-5=-11995/956, 5-20=-11995/956, 6-20=-11995/956, 6-7=-994lf789, 7-21=-99461789, 8-21=-99421790,8-9=-7037/550 BOT CHORD 16-17=-404/6300, 15-16=-718110163, 14-15=-872/11903, 13-14=-872/11903, 12-13=-866/11995, 11-12=-373/5604, 9-11=-375/5635 WEBS 1-17=-573/7374, 2-17=-3251/262, 2-16=-379/4639, 3-16=-1768/156, 3-15=-187/2089, 4-15=-336/49, 6-13=-62/844, 6-12=-2466/201, 7-12=-794/56, 8-12=-396/5276, 8-11=-46/825 PLATES GRIP W20 169/123 MT20H 165/146 Weight: 408 lb Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) 2-ply truss to be connected together with 10d (0.13111x3") nails as follows: Top chords connected as follows: 2 X 4 -1 raw at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; h=25ft: TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 4) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 �bilirr� P loads have been considered for this design. Job Truss Truss Type Qty Ply REXBURGJBOYCE 8-26/CGI(IDO Q919581 D1 ROOF TRUSS 2 2 Job Reference (optional) nen - t-- 2 7ma RJG'r-t, Inr Tt m dttn 9R 11''in'TI 2rM Pane 2 STOCK cOMPONF=ws-w, wano raris, to us4w, uukr u. NOTES 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 9) All plates are Vr20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 18 and 327 lb uplift at joint 9. 13) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 14) Girder carries hip end with 5-6-0 right side setback, 0-0-0 left side setback, and 5-6-0 end setback. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 374 lb dawn and 40 lb up at 34-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-43(F=43), 8-10=-86, 11-18=-142(F=-126), 9-11=-16 Concentrated Loads (lb) Vert: 11=-374(F) Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26/CG/0D0 Q919581 D2 ROOF TRUSS 2 1 Job Reference 'oral STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 7.030 s Jan 3 2008 NiTek Industries, Inc. Tue Aug 2611:30:35 2008 Page 1 3-11-4 7-5-9 12-5-13 17-7-13 22-9-13 27-11-12 33-0-0 3644 40-0-0 42-0-0 3-114 3-6-5 5-0-4 5-2-0 5-2-0 5-2-0 5-0-4 3-1-4 3-7-12 2-0-0 Scale a 1:69.5 6x8 MT18H= 6x8 MT18H= 44 = 1.5x4 II 3x8 = 3x8 = 1.5x4 II 3 1a a 5 6 7 8 9 10 4 11 12 13 id 5x6 = 22 21 20 19 18 17 16 15 14 9x10MT1BH= 84 = 1.5x4 11 40 = 6x8 = 6x12 MT18H WB= 1.5x4 II 6x12 = 4x4 = 1.5x4 II 012 ,� 5A = 3-114 7-5-9 12-5-13 17-7-13 22-9-13 27-11-12 33-0-0 3644 40-0-0 3-114 3-6-5 5-0-4 5-2-0 5-2-0 5-2-0 5-0-4 344 3-7-12 .fA.._._ Af %/%. r,.n n_•112 C,4. 1 r1-rtr-1e n_r1_111 r14-n-A-ig r>_2-nt r9•r>.A_R n-1-121 r120-1-4.Edoe1. 120:0-3-8.0-3-01 ---- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.64 17-19 >753 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.68 Vert(TL) -0.89 17-19 >539 180 MT18H 169/123 TCDL 8.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.25 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 180lb BCDL 8.0 LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc pudins. BOT CHORD 2 X 4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S Stud/Std *Except* WEBS 1 Row at midpt 4-20 W4 2 X 4 SPF 165OF 1.5E, W4 2 X 4 SPF 165OF 1.5E W4 2 X 4 SPF 165OF 1.5E, W4 2 X 4 SPF 1650F 1.5E W4 2 X 4 SPF 165OF 1.5E WEDGE Left: 2 X 8 DF 1950F 1.7E SLIDER Right 2 X 4 SPF-S Stud/Std 2-1-8 REACTIONS (lb/size) 1=20321Mechanical, 12=2220/0-5-8 Max Horz 1=-142(LC 5) Max Upliftl=-199(LC 6), 12=-216(LC 5) Max Grav 1=2607(LC 14), 12=2720(LC 14) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4426/351, 2-3=4344/374, 3-23=-5530/469, 4-23=-5535/469, 4-5=-6444/521, 5-6=-6444/521, 6-7=-5431/456, 7-8=-5431/456, 8-9=-5437/457, 9-10=-4135/353, 10-11=4013/317, 11-12= 4055/307 BOT CHORD 1-22=-354/3603, 21-22=-354/3603, 20-21=-323/3645, 19-20=-457/5529, 18-19=-483/6424, 17-18=-483/6424, 16-17=-483/6424, 15-16=-186/3510, 14-15=-189/3184, 12-14=-189/3184 WEBS 2-21=-542187, 3-21=-11 /409, 3-20=-261 /2651, 4-20=-1780/235, 4-19=-141 /1261, 5-19=-813/126, 6-16=-1369/151, 8-16=-888/135, 9-16=-264/2702, 10-15=-172/427 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. Continued on page 2 Job Truss Truss Tyke Qty Ply RE—MURGIBOYCE/8-26/CGJ(IDO Q919581 D2 ROOF TRUSS 2 1 ,lob Reference (optional) 7 non - 1— 7 7ma PLAM.1, PMt idreae rnr Tew Olin 9R 11.In-'45 20Q8 Pane 2 b l VC:K I.VIVR'VIVOV I J-ir, IM9" ►-MID. w O0 � , vu.I v. NOTES 8) ' 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 1 and 216 lb uplift at joint 12. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply REXBURG/BOYCE/&26/CG/(IDO 0919581 D3 ROOF TRUSS 2 1 Job Reference (optional) rn...... 4 STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. UJV 3 Jan a Luvo Iva I m tnuuSutC,, ate. 1 uu nuy co i L Aj.ov cvvo ray% 4-8-4 8-11-9 14-6-5 20-2-13 25-11-4 31-6-0 35-7-4 40-0-0 42-0-0 4-8-4 4-3-5 5-6-12 5-8-8 5-8-8 5.6-12 4-1-4 4-4-12 2-0-0 scale = 1:69.5 6x10 MT16H= 1.5x4 II 6x10 MT16H= IS = 4x4 = 3x6 = 3 20 4 5 6 7 8 5x6 = 19 its II ]a w 1q ^ - — gx6 = 4x4 = 6x6 = 6x12 MT20H WB= 6x10 MT16H WB= 6x10 = 4x4 = 4x10 4x4 = 8-11-9 14-6-5 20-2-13 25-11-4 31-&0 40-0-0 8-11-9 5-6-12 5-8-8 5-8-8 5-6-12 8-6-0 Plate Offsets (X Y): [1'0-0-13 Edge] [1'0-6-14 0-0-8] [3'0-5-00-0-14] [8'0-6-0 0-1-8] [11'0-0-9 0-3-11] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.48 16 >988 240 MT20 1691123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.83 Vert(TL) -0.69 16-18 >696 180 MI-201-1 1481108 TCDL 8.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.25 11 Na Na MT18H 169/123 BCLL 0.0 Code IRC20061TPI2002 (Matrix) Weight: 176 lb BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S Stud/Std 'Except' WEBS 1 Row at midpt 4-18 W3 2 X 4 SPF 1650F 1.5E, W3 2 X 4 SPF 165OF 1.5E W3 2 X 4 SPF 1650F 1.5E, W3 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 8 DF 1950F 1.7E SLIDER Right 2 X 4 SPF-S Stud/Std 2-7-0 REACTIONS (lb/size) 1=2032/Nlechanical, 11=2220/0-5-8 Max Horz 1=-167(LC 5) Max Uplift1=173(LC 6). 11=-190(LC 5) Max Grav 1 =2425(LC 14), 11=2534(LC 14) FORCES (lb) - Max Comp./Nbx. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4070/329, 2-3=-3977/325, 3-20=-4758/393, 4-20=-4763/393, 4-5=-5212/395, 5-6=-470M03, 6-7=-4705/383. 7-8=-4710/385. 8-9=3825/311. 9-10=-3793/305, 10-11=-3844/285 BOT CHORD 1-19=-35213326, 18-19=-288/3323, 17-18=-38214757, 16-17=-382/4757, 15-16=-385/5212, 14-15=-385/5212, 13-14=-14613222, 11-13=-170/3025 WEBS 2-19=-640/126, 3-19=-2/525, 3-18=-24212104, 4-18=-1461/223, 4-16=-101/655, 5-16=-378/131, 5-14=-731/106, 7-14=-977/150, 8-14=-243/2175, 8-13=-53/323, 9-13=-363/248 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are W20 plates unless otherwise indicated. Continued on page 2 Job Truss Truss Type Qty Ply REXBURG/BOYCEIB-26/CG/(IDO 0919581 D3 ROOF TRUSS 2 1 Job Reference (optional) STOCK COMPONENTS-11', Idano I -ails, lu W41M, U AY f x r.vov s Jan J two Iva 1 cn a 1uuau SW' a I.- I uv n V cv I cv , oy` - NOTES 8) " 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 1 and 190 lb uplift at joint 11. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type oty Ply REXBURG/BOYCE/8-26/CG1(IDO 0919581 D4 ROOF TRUSS 2 1 Job Reference (optional) n-2rt - I-- 4 'MnQ RAM... 1.0 , 4,F&C Irr Ti iv 0t in 7R 11'An- R 20M Panel STOCK COMPONENTS -IF, Idaho Falls,1D 83403, CL Y G. 5-5-4 10-5-9 16-11-2 23-6-7 30-0-0 34-10-4 40-0-0 42-0-0 5-5-4 5-0-5 6-5-9 6-7-5 6-5-9 4-10-4 5-1-12 2-0-0 Scale = 1:69.5 6x10 MT18H= 6x12 MT18H= 4x4 = 1.5x4 II 3 17 4 5 18 6 5)S = 16 15 20 14 13 1.9 cI II -^•- — US = 1.5x4 It 4x4 = 54 = 6x12 MT20H wB= 5x10 = 4x4 = 4x5 �� 5-5-4 10-5-9 16-11-2 23-6-7 30-0-0 40.0-0 5-5-4 5-0-5 6-5-9 6-7-5 6-5-9 10-0-0 0-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.40 12-14 >999 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.86 Vert(TL) -0.59 12-14 >818 180 MT20H 148/108 TCDL 8.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.23 9 rda n/a MT18H 1691123 BCLL 0.0 _ Code IRC2006/TP12002 (Matrix) Weight: 177lb LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E 'Except' T2 2 X 4 SPF 210OF 1.8E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std -Except' W4 2 X 4 SPF 1650F 1.5E, W4 2 X 4 SPF 1650F 1.5E W4 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 8 DF 1950F 1.7E SLIDER Right 2 X 4 SPF-S Stud/Std 3-0-7 REACTIONS (Ib/size) 1=2214/Mechanical, 9=2395/0-5-8 Max Horz 1=-192(LC 5) Max Upliftl=-145(LC 6). 9=-161(LC 5) Max Grav 1=2495(LC 15), 9=2813(LC 15) BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14. 4-12. 5-12 FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4108/261, 2-3=-3925/287, 3-17=-4478/317, 4-17=-4483/317, 4-5=-4418/311. 5-18=-4423/312, 6-18=-4422/313, 6-7=-3799/269, 7-8=-3797/267, 8-9=-3855/242 BOT CHORD 1-16=-316/3342, 15-16=-316/3342, 15-20=-259/3264, 14-20=-259/3264, 13-14=-307/4478, 12-13=-307/4478, 12-21=-111/3184, 11-21=-111/3184, 9-11=-133/3050 WEBS 2-15=-832/124, 3-15=-17/682, 3-14=-211/1784, 4-14=-1072/222, 4-12=-260/104, 5-12=-1115/173,6-12=-224/1815,6-11=0/515,7-11=-489/171 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11, Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) ' 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 tail by 2-0-0 wide will fit Co W%Ai0V9m chord and any other members. Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26/CG/(ID0 Q919581 D4 ROOF TRUSS 2 1 Job Reference (optional) �srnn.. r.... o nrv'r4 \R'T 1.1nA..e4Aae Inn Tern Arrn 9R 11-gn-_gR 9nnR Pane 9 STUCK C:UwuNt:N I S-tr, taano raus, iu oai w, t.Lm 1 w. NOTES 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 1 and 161 lb uplift at joint 9. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply REX13URG1B0YCE/8-26JCGr(ID0 Q919581 D5 ROOF TRUSS 1 1 -. -- Job Reference tonal - - n n a s -i- 1...I....a.:.u. I-- T. - A. - 1= I I •'!A•A1 I(M Dwnn 1 J I:iVn U%AVIrVIVG1Y 1 S{r, R{W IV 1 Clio, 1V VV -' v-. - 6-2-4 11-11-9 17-5-2 23-0-7 28-6-0 34-1-4 40-0-0 42-0-0 6-24 5-9-5 5-5-9 5-7-5 5-5-9 5-7-4 5-10-12 2-0-0 Scale - 1:69.3 SO = 3x4 = 4 19 1.5)r4 11 5x - 20 5 6 A DE 5S = 17 16 z[ 7a 14 .d 4. .1 10x10 = 1.5x4 II 4x4 = 4x6 = US = 6x$ = 4x4 = 1.5x4 11 4x5 4x5 �� 6-24 11-11-9 17-5-2 23-0-7 28-6-0 34-1-4 40-0-0 6-2-4 5-9-5 5-5-9 5-7-5 5-5-9 5-7-4 5-10-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 35.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.32 13-15 >999 240 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.92 Vert(TL) -0.48 13-15 >996 180 TCDL 8.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.21 9 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD WEBS 2 X 4 SPF 1650F 1.5E *Except* W1 2 X 4 SPF-S Stud/Std, W2 2 X 4 SPF-S Stud/Std WEBS W6 2 X 4 SPF-S Stud/Std, W7 2 X 4 SPF-S Stud/Std WEDGE Left: 2 X 10 DF 1950F 1.7E SLIDER Right 2 X 4 SPF-S Stud/Std 3-5-11 REACTIONS (Ib/size) 1=21991Mechanical, 9=2383/0-5-8 Max Horz 1=-217(LC 5) Max Upliftl=-115(LC 6). 9=-157(LC 8) Max Grav 1 =2663(LC 15), 9=2988(LC 15) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-4203/180, 2-18=-3956/210, 2-3=-3511/238, 3-4=-3663/244, 4-19=-3617/237, 19-20=-3617/237, 5-20=3617/237, 5-6=-3622/239, 6-7=-3408/231, 7-8=-3495/196, 8-21=-3616/177, 9-21=-3893/166 BOT CHORD 1-17=-29213269, 16-17=-292/3269, 16-22=-22112894, 15-22=-221/2894, 14-15=-235/3658, 13-14=-235/3658, 13-23=-83/2840, 12-23=-83/2840, 11-12=-74/2922, 9-11=-74/2922 WEBS 2-16=-996/141, 3-16=-28/757, 3-15=-190/1350, 4-15=-907/211, 4-13=-271/142, 5-13=-943/151, 6-13=-191/1374, 6-12=-16/613, 7-12=-675/111 PLATES GRIP MT20 169/123 MT18H 169/123 Weight: 195 lb Structural wood sheathing directly applied. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 1-17. 1 Row at midpt 2-16. 4-13 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) * 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 Cope orbpgm chord and any other members. Job Truss Truss Type Qty Ply REXBURGdBOYCEM-26MG10130 Q919581 D5 ROOF TRUSS 1 1 Job Reference (optional) nnno •A:r..e 1...1-4.1—. 1-- T.— A..n 79 14-gn•dl OFM Darts 9 51 UUK UUP.WUNUM r b-Ir, {aan0 rlsll�r IU OJ4W, Ll.ni NOTES 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 1 and 157 lb uplift at joint 9. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REX0URGI50YCE/8-26/CG/(ID0 Q919581 D6 ROOF TRUSS 1 1 ,lob Reference (optional) - -- --- -- -- _ _7 rv2^ - 1— a -)MR R/BTnL lnrh,cfriac Irv- Tows p,rn ie Ii`An �A 9" PaOe 1 J 1 ut;K uumru rN I J-Ir, tum ry raua, to w.w, %,� , — 6-11-4 13-5-9 20-2-13 27-0-0 33-4-4 40-0-0 42-0-0 6-11-4 6-6-5 6-9-3 6-9-3 6-4-4 6-7-12 2-0-0 Scale s 1:70.0 6x10 MT18H= 6x10 MT18H= 1.5x4 II N d6 5x8 = 16 15 19 14 13 12 zu i i 6x10 \\ 1.5x4 11 IS = 3x8 = 4x8 = 3x6 = 4x4 = 1.5x4 11 3x8 Q 6-11-4 13-5-9 20-2-13 27-0-0 33-4-4 40-0-0 6-114 6-6-5 6-9-3 6-9-3 6-4-4 6-7-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.28 13-15 >999 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.77 Vert(TL) -0.42 13-15 >999 180 MT18H 169/123 TCDL 8.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.18 8 n/a n/a BCLL 0.0 " TP12002 (Matrix) Weight: 187 b LUMBER TOP CHORD 2 X 4 SPF 2100F 1.8E "Except" T3 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 2100F 1.8E "Except" B2 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E "Except" W1 2 X 4 SPF-S Stud/Std, W7 2 X 4 SPF-S Stud/Std WEDGE Left: 2 X 8 DF 1950F 1.7E SLIDER Right 2 X 4 SPF-S Stud/Std 3-11-2 REACTIONS (ib/size) 1=2186/Mechanical, 8=2378/0-5-8 Max Horz 1=-242(LC 5) Max Upliftl=-90(LC 7), 8=-165(LC 8) Max Grav 1=2835(LC 15), 8=3077(LC 15) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13. 4-13 FORCES (Ib) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-4455/134, 2-17=-4179/155, 2-3=-3356/185, 34=-3092/170, 4-5=-3092/170, 5-6=-3269/179, 6-7=-3646/144, 7-8=-4203/124 BOT CHORD 1-16=-265/3456, 15-16=-265/3456, 15-19=-182/2556, 14-19=-182/2556, 13-14=-182/2556, 12-13=-54/2526, 12-20=-54/2526, 11-20=-54/2526, 10-11=-2513170, 8-10=25/3170 WEBS 2-16=0/258, 2-15=-1133/160, 3-15=-28/877, 3-13=-178/881, 4-13=-1243/187, 5-13=-181/932, 5-11=-17/748, 6-11=-850/131 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct--1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) The Fabrication Tolerance at joint 5 = 12% Continued on page 2 Job Truss Truss Type Qty Ply REXBURGJBOYCE(8.261CGI(IDO Q919581 D6 ROOF TRUSS 1 1 Job Reference(optional) -7 nen .. 1— 9 neW'M \iTel. I -A, -+A— I— T.w Alin 99 I I--VkVR %= PMP i 51 QUK L;UIY K^tN 1 J-Ir, paano raus, to oo wo, liL F1 T v. NOTES 9) ` 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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 1 and 165 lb uplift at joint 8. 12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Truss Truss Type oty Ply REXBURG180YCE/8-26/CGI(IDO 0919581 D7 ROOF TRUSS 1 1 I Job Reference banal l-4-4A— I.... T, ,n A. v. 9R i 1.41." 9nnst Gana 1 STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. .030 s Jan 3 2008 N6Tek 6-8-9 12-2-0 17-3-0 24-4-4 31-9-0 33-9-0 6-8-9 5-5-7 5-1-0 7-1-4 7-4-12 2-0-0 4x10 = 6x10 MT16H= 3x4 II 2X4 II 5x10 = 1.5n4 II 6-8-9 12-2-0 17-3-0 2444 31-9-0 6-8-9 5-5-7 5-1-0 7-1-4 7-4-12 Scale = V62.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.99 Vert(LL) -0.15 3-13 >999 240 MT20 1691123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.57 Vert(TL) -0.23 8-10 >999 180 MT18H 197/144 DL Rep Stress Incr YES WB 0.32 Horz(TL) 0.12 8 n/a n/a p BCD 0.0 Code IRC20061TPI2002 (Matrix) Weight: 162lb BCDL LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E -Except- TOP CHORD Structural wood sheathing directly applied, except end verticals. T4 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 1 Row at midpt 4-11, 6-11 WEBS 2 X 4 SPF 1650F 1.5E -Except' W3 2 X 4 SPF-S Stud/Std, W9 2 X 4 SPF-S Stud/Std, W1 2 X 6 DF No.2 SLIDER Right 2 X 4 SPF-S Stud/Std 4-4-9 REACTIONS (lb/size) 15=1619/Mechanical, 8=1863/0-5-8 Max Horz 15=-261(LC 5) Max Uplift15=-42(LC 6), 8=-190(LC 8) Max Grav 15= 1 970(LC 15), 8=2498(LC 15) FORCES (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2204/87, 2-16=-2493/165, 16-17=-2494/165, 3-17=-2498/165, 3-4=-2481/163, 4-5=-1862/202, 5-6=-2194/168, 6-18=-2695/163, 7-18=-27621160, 7-19=-3308/140, 8-19=-3351/121, 1-15=-1912f72 BOT CHORD 14-15=-127/418, 13-14=-96/1669, 3-13=-962/144. 10-11=-35/2490, 10-20=-35/2490, 8-20=-35/2490 WEBS 2-14=-322194, 2-13=-146/1205, 11-13=011968, 4-13=-146/1644, 4-11=-823/135, 6-11=-1172/149, 6-10=0/264, 1-14=-121/1626 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category [I; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof toad of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) The Fabrication Tolerance at joint 4 = 4% 9) - 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. &N, & g &(J) for truss to truss connections. Job Truss Truss Type Qty REXBURG/B0YCE/8-28JCG!(ID0 0919581 D7 ROOF TRUSS 1 JMy 1 Jab Reference (optional) nan .. 1- 12 ennn RMTnir 1-4... frinc Inrt Tiro Ain ?R Pan0 2 b I UUK UUmeuNtN 1 *-tr, maw raus, lu oawJ, VL^ g W. NOTES 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 Ib uplift at joint 15 and 190 Ib uplift at joint 8. 12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply RF,CBURGJBOYCEI8-26/CG/(IDO 0919581 D8 ROOF TRUSS 1 Job Reference (optional) 7 nzn . ton Z 4MR KATnle Inrh m*iac Inc. Tue Aua 2611:31:24 2008 Paae 1 STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 4-3-1 8-2-9 12-2-0 15-9-0 20-11-13 26-2-11 31-9-0 4-3-1 3-11-9 3-11-7 3-7-0 5-2-13 5-2-13 5-&5 50 = 4x4 = 6x6 = 3 417 5 3x6 -� 13 12 20 21 11 8x10 - 1.5x4 II 602 = 4x4 = 3x6 Q 8-2-9 12-2-0 15-9-0 23-7-4 31-9-0 8-2-9 3-11-7 3-7-0 7-104 8-1-12 Scab - 1:65.6 LOADING (psf) SPACING 2-0-0 CSI iBEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.30 11-12 >999 240 MT20 169/123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.69 Vert(TL) -0.44 11-12 >864 180 TCDL 8.0 Rep Stress lncr YES WB 0.81 Horz(TL) 0.17 10 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) Weight: 171 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E *Except* BOT CHORD W3 2 X 4 SPF-S Stud/Std, W4 2 X 4 SPF-S Stud/Std W11 2 X 4 SPF-S Stud/Std, W2 2 X 4 SPF-S Stud/Std WEBS SLIDER Right 2 X 4 SPF-S Stud/Std 3-3-4 REACTIONS (Ib/size) 10=1703/Mechanical, 16=1663/Mechanical Max Harz 16=-268(LC 5) Max Upliftl0=-112(LC 8), 16=-50(LC 7) Max Grav, 10=2371(LC 14), 16=2244(LC 14) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=467/41, 2-3=-2341/96, 3-4=-17971106, 4-17=-2311/115, 5-17=-2310/115, 5-6=-2176/209, 6-7=-2798/217, 7-18=-2924/206, 8-18=-3222/202, 8-9=-3476/189, 9-19=-3475/172, 10-19=-3612/171, 1-16=-491/51 BOT CHORD 15-16=-130/1791, 14-15=-44/2323, 4-14=-15/789, 12-20=0/2271, 20-21=0/2271, 11-21=0/2271, 10-11=-80/2808 WEBS 2-15=-90/339, 3-15=-101748, 4-15=-994/114, 12-14=0/2525, 5-14=-134/1646. 5-12=-979/145, 6-12=-1178/171, 6-11=42/708, 8-11=-544/140, 2-16=-2290/69 Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 5-12, 6-12, 2-16 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 10 and 50 lb uplift at joint 16. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced COrAMU&q ?I1. Job Truss Truss Type Qty Ply REXBURGIBOYCEl8-261CGl(IDO 0919581 D$ ROOF TRUSS 1 1 .lob Reference o banal v Mn i.. Inn Ti re Aim 7R 11•Z1.1A InrA P,"A 7 51 VL;K uuwwvNr-fV I.YIr, 1udim rrum, Iv wmwa, van r v. LOAD CASE(S) Standard Q9195B1 I D9 I ROOF TRUSS 1 1 Job Ref ____._ ..........�..�..re� Ir IJ_L_ &-It- In 09AM rri ev rs 7.030 s Jan 3 5-0-1 9-8-9 12-2-0 14-3-0 19-11-13 25-8-11 31-9-0 5-0-1 4-8-9 2-5-7 2-1-0 5-8-13 5-8-13 6-0-5 64 = 4x5= WO= 4 5 2611:31:26 2008 Page 1 Scale = 1:70.5 34 13 12 23 24 11 8411 2x4 11 8x10 = 3x4 = IS 5-0-1 9-8-9 12-2-0 i 14-3-0 22-104 31-9-0 5-0-1 4-8-9 2-5-7 2-1-0 8-74 8-10-12 Plate Offsets (X Y): [3:0-3-5 Edge] [5.0.5-0 0-0-141 [10:0-4-0 Edge] [14.0-7-8 0-6-12] [16:0-3-8 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.40 11-12 >947 240 Mf20 169/123 (Roof Snow=-35.0) Lumber Increase 1.15 BC 0.75 Vert(TL) -0.56 11-12 >673 180 TCDL 8.0 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.30 10 n/a n/a Weight: 184 lb BCDL 8.0 Code IRC2006/TPI2002 (Matrix) BCDL LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except- BOT CHORD verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SPF 1650F 1.5E W3 2 X 4 SPF-S Stud/Std, W4 2 X 4 SPF-S Stud/Std 6-0-0 oc bracing: 13-14. W12 2 X 4 SPF-S Stud/Std WEBS 1 Row at midpt 4-15, 5-12, 6-12 SLIDER Right 2 X 4 SPF-S Stud/Std 3-6-14 REACTIONS (lb/size) 17=1680/Mechanical,10=1716/Mechanical Max Horz 17=-294(LC 5) Max Uplift17=-59(LC 7), 10=-117(LC 8) Max Grav 17=2481(LC 14), 10=2421(LC 14) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2739/59, 2-18=-2528/83, 2-19=-2618/109, 3-19=-2405/131, 3-4=-1997/129, 4-5=-2314/130, 5-20=-1720/218. 6-20=-2222/215, 6-21=-2892/228, 7-21=3063/215, 7-8=-3356/212, 8-22=-3417/199, 9-22=-3605/183, 9-10=-3730/180, 1-17=-2420/79 BOT CHORD 16-17=-178/311, 15-16=-93/2103, 14-15=0/2352, 4-14=-38/1165, 12-23=0/2351, 23-24=0/2351, 11-24=0/2351, 10-11=-83/2924 WEBS 2-16=-602155, 3-15=-25/789, 4-15=-1000/73, 12-14=0/3816, 5-14=-105/2647, 5-12=-2139/112, 6-12=-1277/186, 6-11=-47/755, 8-11=-574/154, 1-16=-17/1984 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1, Lu=5040-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 17 and 117 lb uplift at joint 10. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced Cot1MM 1PI1. Job Truss Truss Type Qty Ply REXBURG/BOYCEI8-261CGAIDO 0919581 D9 ROOF TRUSS 1 1 'orsal Job Reference o - — a n— t xT...L Iw./....1.:e.. I.. 'r A.— 79 4 4.41.99 Irm Onnn 9 S I UC:K L;UMVUVGY 1 J-1r, fumw raus, lu oa+w, %,6m 1 %2. LOAD CASE(S) Standard Q919581 I D 10 I ROOF TRUSS 7.030 s Jan 3 2008 NiTek Industries, Inc. Tue Aug 2611 4-1-11 7-11-13 12-2-0 15-11-12 21-1-11 26-3-9 31-9-0 4-1-11 3-10-3 4-2-3 3-9-12 5-1-15 5-1-15 5-5-7 44 = 1.5x4 II axe 3 17 4 5 4A \� 12 11 20 21 10 6x10 = 1.5x4 II 6x10 = W = 4x4 4-1-11 7-11-13 12-2-0 15-11-12 23-8-10 31-9-0 4-1-11 3-10-3 4-2-3 3-9-12 7-8-14 8-0-6 r1•Frinp n-1-121_ 1`3-0-5-12.0-2-01. f5:0-4-8.0-1-121. f9:0-0-1.0-2-151. 1`15:0-3-8.0-1-81 Scab - 1:65.1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.29 10-11 >999 240 Mf 20 169/123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.69 Vert(TL) -0.43 10-11 >888 180 MT18H 197/144 TCDL 8.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.14 9 n/a n/a BCLL 0.0 fl^r%, Q „ Code IRC2006/TPI2002 (Matrix) Weight: 174lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E 'Except- BOT CHORD W3 2 X 4 SPF-S StudlStd, W4 2 X 4 SPF-S Stud/Std W5 2 X 4 SPF-S Stud/Std, W12 2 X 4 SPF-S Stud/Std SLIDER Right 2 X 4 SPF-S Stud/Std 3-2-11 WEBS REACTIONS (lb/size) 9=1704/Mechanical, 16=1663/1Vlechanical Max Horz 16=-267(LC 5) Max Uplift9=-111(LC 8), 16=-48(LC 7) Max Grav9=2367(LC 14), 16=2210(LC 14) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2300/67, 2-3=-2295/100, 3-17=-2173/120, 4-17=-21731121, 4-5=-2166/121, 5-6=-21431205, 6-18=-2790/214, 7-18=-3208/200, 7-8=-3458/187, 8-19=-3458/170, 9-19=-3601/168, 1-16=-2158/64 BOT CHORD 15-16=-148/276, 14-15=-123/1770, 13-14=-82/1759, 4-13=-673/112, 11-20=012263, 20-21=012263, 10-21=0/2263, 9-10=-80/2795 WEBS 2-15=-632144, 2-14=-129/306, 3-13=-119/836. 11-13=0/2358, 5-13=-137/1524, 5-11=-888/147, 6-11 =-1 185/170, 6-10=-39/707, 7-10=-5371138, 1-15=-9/1746 Structural wood sheathing directly applied or 3-3-3 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. 1 Row at midpt 4-13 1 Row at midpt 5-11, 6-11 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; E p C; enclosed; MWFRS (law -rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are M1720 plates unless otherwise indicated. 7) ' 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 9 and 48 lb uplift at joint 16. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced Con#MPA ' 1P11. Job Truss Truss Type Qty Ply RFJCBURGIBOYCEJ8-26/CGl(IDO 0919581 D10 ROOF TRUSS 1 1 , nnn Job Reference o natal _ .__ a nnne avm-i. Inn T. — A. en 7C 11•121.17 7MA Dann 7 STUCK GUMF'UMN I s-rr, laano MIS, Iu aavUJ, �,wr v. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURGIBOYCE/8-26/CGI(IDO Q919581 D10CAP HIP CAP 2 1 - n..n Job Reference o ions _ - n nnnn I— T..w A. 9C 11 •Z1.97 17MA 0..nn 1 J I vun uumrvNGv I a-1r, wmN7 rtum, lu view, vu% 1 W. 3-2-12 4-9-3 7-11-15 3-2-12 1-6-7 3-2-12 U8= 44A= 3 10 11 3z4 = 3x4 = 0-11-14 3-4-8 4-7-7 7-0-1 7-11-15 0-11-14 2-4-10 1-2-15 2-4-10 0-11-14 LOADING (psf) SPACING 2-0-0 CSI TCLL 35.0 Plates Increase 1.15 TC 0.15 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.08 TCDL 8.0 Rep Stress Incr YES WB 0.05 BCDL .0.0 Code IRC2006/TP12002 (Matrix) BCDL 8 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std REACTIONS (Ib/size) 2=370/0-5-8, 5=370/0-5-8 Max Horz 2=43(LC 6) Max Uplift2=-42(LC 7), 5=-42(LC 8) Max Grav2=551(LC 15), 5=551(LC 15) DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 8 >999 240 Mf20 169/123 Vert(TL) -0.01 8 >999 180 Horz(TL) 0.00 5 n/a n/a Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-482/6, 3-9=-362/12, 4-5=-483/11, 3-10=-291/21, 10-11=-291/21, 4-11=-291/21 BOT CHORD 2-8=-15/288, 7-8=-13t290, 5-7=0/289 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C, enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 2 and 42 lb uplift at joint 5. 9) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSl1TPI I. 10) SEE MTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard Scale - 1:14.6 Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26/CGd(IDO Q919581 D11 ROOF TRUSS 2 1 Job Reference(optional) a VL►% 1LVmrUnliCI14 IQ'Ir, wuiIuvaua, woww, v,Lr%1 v. 3-9-13 7-11-15 12-2-0 16-1-14 20-1-12 25-9-10 31-9-0 3-9-13 4-2-1 4-2-1 3-11-14 3-11-14 5-7-14 5-11-6 Scale - 1:54.3 Sx6 = 6x10 MT18HZ�, 1.60 11 US = SX10 - 8.00 12 2 19 3 4 20 5 6 4x4 Z�- 40 Q 14 13 12 11 8x8 II 3x4 II 8x8 = 3x8 = 1.50 11 3-9-13 7-11-15 12-2-0 16-1-14 20-1-12 25-9-10 31-9-0 3-9-13 4-2-1 4-2-1 3-11-14 3-11-14 5-7-14 5-11-6 Plate Offsets (X Y). [1:0-3-0 0-1-8] [2:0-3-12 0-2-0] [6:0-6-0 0-1-8] [10:0-4-0 Edge] [13:0-3-8 Edge] (15:0-8-12 0-5-8] [17:0-3-8 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.31 14 >999 240 MT20 169/123 (Roof Sno--35.0) Lumber Increase 1.15 BC 0.78 Vert(TL) -0.45 14 >850 180 MT18H 197/144 TCDL 8.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.23 10 n/a n/a BCLL 0.0 Code (RC20061TPI2002 (Matrix) Weight: 165Ib BCDL 8,0 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF 165OF 1.5E *Except* BOT CHORD W3 2 X 4 SPF-S Stud/Std, W5 2 X 4 SPF-S Stud/Std WEBS W10 2 X 4 SPF-S StudlStd, W11 2 X 4 SPF-S Stud/Std SLIDER Right 2 X 4 SPF-S Stud/Std 3-&2 REACTIONS (lb/size) 18=1612/Mechanical, 10=1612/Mechanical Max Horz 18=-197(LC 5) Max Upliftl8=-120(LC 6), 10=-131(LC 5) Max Grav 1 8=2090(LC 13), 10=2026(LC 14) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2174/145, 2-19=-3391/257, 3-19=-3389/257, 3-4=-3389/257, 4-20=-4490/345, 5-20=-4490/345, 5-6=-16711250, 6-7=-2166/261, 7-8=-2260/234, 8-21=-2437/228, 9-21=-2627/212, 9-1 0=-2880/208,1-18=-2054/133 BOT CHORD 16-17=-156/1816, 15-16=-257/4529, 4-15=0/544, 12-13=95/2161, 11-12=-1 l9/2170, 10-11=-119/2170 WEBS 2-17=-767/97, 2-16=-200/2208, 3-16=-707/113, 4-16=-1559/121, 13-15=-14113191, 5-15=-223/3282, 5-13=-2331/142, 5-12=-682/232, 6-12=-40/780, 8-12=-872/132, 1-17=-139/1935 Structural wood sheathing directly applied or 3-0-12 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. 1 Row at midpt 5-13, 5-12, 8-12 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 18 and 131 lb uplift at joint CoAgnued on page 2 Job Truss Truss Type Qty Ply REXBURG/8OYCEJ&MCGIODQ Q919581 D11 ROOF TRUSS 2 1 Job Reference (optional) -s nan Inn a 7rVW I%AiTelr lnrli m1ripc Inn- Tuw Ann % 11-31'30 2008 Paae 2 b I Ui;K L;LKwLANm I .Tir. iumv rain, iu orwo, vL.n 1 v. NOTES 10) This truss is designed in accordance with the 2006 International Residential Cade sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard 0919581 1 D11CAP I PIGGYBACK ID 83403. CLAY G. 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Aug 2611 8-1-15 16-3-15 8-1-15 8-1-15 US = 4x5 -i 3x8 = 0-11-13 8-1-15 15-3-15 16-3-15 0-11-13 7-2-2 7-2-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 35.0 Plates Increase 1.15 TC 0.25 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.32 TCDL 8.0 Rep Stress Incr YES WB 0.27 BCDL Code IRC2006/TPI2002 (Matrix) 8.0 BCDL 8A LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 2=795/0-5-8, 6=795/0-5-8 Max Horz 2=125(LC 6) Max Uplift2=-68(LC 7), 6=-68(LC 8) DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.05 2-8 >999 240 MT20 1691123 Vert(TL) -0.11 2-8 >999 180 Horz(TL) 0.02 6 n/a n/a Weight: 53 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1036/84, 3-9=-778/56, 4-9=-683/72, 4-10=-683/72, 5-10=-778/56, 5-6=-1036/84 BOT CHORD 2-8=-78/802, 6-8=-22/802 WEBS 4-8=0/370, 3-8=-325/104, 5-8=-325/105 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (Iow-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category [I; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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 68 lb uplift at joint 2 and 68 lb uplift at joint 6. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 9) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard Scab = 1:31.5 Job Truss Truss Type Q►y Ply REXBURGBOYCE 8-26JCG/(IDO Q919581 D12 ROOF TRUSS 8 1 Job Reference (optional) z, I ut r% t VumruVCry I zv-Ir, maw nun, w o.y+w. %,Ll11 V. 3-9-13 8-2-4 12-2-0 16-1-14 , 20-1-12 1 25-9-10 31-9-0 3-9-13 4-4-7 3-11-12 3-11-14 3-11-14 5-7-14 5-11-6 Scab = 1:54.4 6x10 -i 6x10 MT18H,�z- 1.Sx4 11 44 = 4x8 = 8.00 12 2 19 3 4 20 5 14 13 12 11 US It 1.Sx4 .I US = US = 1.5x4 II 3x8 J 3-9-13 8-24 12-2-0 16-1-14 20-1-12 25-9-10 31-9-0 3-9-13 4-4-7 3-11-12 3-11-14 3-11-14 5-7-14 5-11-6 Plate Offsets (X Y): [1:0-2-00-1-8] [2:0-6-0 0-1-8] [6:0-6-0 0-1-8] [9:0-5-0 0-3-0] [10:0-4-0 Edge] [10:1-0-11 0-1-8] [15:0-6-4 0-4-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.07 10-11 >999 240 W20 169/123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.40 Vert(TL) -0.12 10-11 >999 180 MT18H 197/144 TCDL 8.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.06 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 161 lb BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc pudins, except end BOT CHORD 2 X 4 SPF 1650F 1.5E verticals. WEBS 2 X 4 SPF-S Stud/Std *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W8 2 X 4 SPF 1650F 1.5E, W9 2 X 4 SPF 1650F 1.5E 6-0-0 oc bracing: 16-17. W8 2 X 4 SPF 1650F 1.5E WEBS 1 Row at midpt 4-16, 5-13, 6-12, 7-12 SLIDER Right 2 X 4 SPF-S Stud/Std 3-6-2 REACTIONS (lb/size) 18=43/Mechanical, 10=1077/Mechanical, 16=2104/0-5-8 Max Horz 18=-197(LC 5) Max Upl1ft18=-124(LC 13), 10=-100(LC 8), 16=-170(LC 5) Max Grav 18=316(LC 10), 10=1582(LC 14), 16=2970(LC 13) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-209/261, 2-19=-9/846, 3-19=-9/847, 34=-9/846, 4-20=-664/127, 5-20=-664/127, 5-6=-833/187, 6-7=-1267/187, 7-21=-1698/158, 8-21=-1889/141, 8-9=-2021/138, 9-10=-2137/133, 1-18=-276/157 BOT CHORD 15-16=-50/658, 4-15=-10/911, 12-13=-18/712, 11-12=-60/1571, 10-11=-60/1571 WEBS 2-16=-939/68, 3-16=-755/115, 4-16=-2124/150, 13-15=-27/1044, 5-13=-725/57, 5-12=-26/716, 7-12=-921/131 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pfi=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) ' 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 tit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 18,100 lb uplift at joint 10 and 170 lb uplift at joint 16. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced Conowgg 1PI1. Job truss Truss Type Qty Ply REXBURGJBOYCE/8.26JCG/{[DO 0919581 D12 ROOF TRUSS 8 1 Job Referenoe o ionaf STOCK COMPONEN RHI-, 1uan0 raus, iu MAW. U AY U. LOAD CASE(S) Standard /.UOU S JMI J GUUO Iva I cR if IUUbU 6=. I$ It:. 1 uc nuy GU I I .J I .Jc cW V mayc 6 Job Truss Truss Type Oty Ply REXBURG(B0YCE/8-26/CG/(IDO 0919581 D13 ROOF TRUSS 1 1 Job Reference tionai o I vt r% VVfVtrIJIVCIV 1.7-ir, u71L IV rtiul, to o,7 o, %,Lrn1 V. -W- . 11-11-13 �_ 31-9-0 11-11-13 19-9-3 U4 = W 11 7 R 12-2-0 30 29 28 27 26 31 �-0 24 23 22 21 20 . _ � Scab - 1:71.8 12-2-0 19-7-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.54 Vert(LL) Na - Na 999 W20 169/123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.49 Vert(TL) Na - Na 999 BCDL 8.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.11 19 Na Na BCDL .0.0 Code IRC2006/TP12002 (Matrix) Weight: 199lb BCDL 8 _ LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E BOT CHORD OTHERS 2 X 4 SPF-S Stud/Std *Except* ST6 2 X 4 SPF 1650F 1.5E, ST5 2 X 4 SPF 1650F 1.5E WEBS ST7 2 X 4 SPF 1650F 1.5E, ST8 2 X 4 SPF 1650F 1.5E ST9 2 X 4 SPF 1650F 1.5E, ST5 2 X 4 SPF 1650F 1.5E REACTIONS All bearings 31-9-0. (lb) - Max Horz 38=-324(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 31, 33. 34, 35, 36, 29, 28, 27, 26, 25, 24, 23, 22, 21, 19 except 38=-549(LC 5), 37=-304(LC 6) Max Grav All reactions 250 lb or less at joint(s) 30, 20, 32, 36, 27, 26. 25, 24, 23, 22, 21, 19 except 38=345(LC 6), 31=254(LC 8), 33=348(LC 2), 34=327(LC 2), 35=271(LC 2), 37=475(LC 5), 29=277(LC 3). 28=256(LC 3) FORCES (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-38=-218/367, 1-2=-288/478, 2-3=-180/366, 3-4=-155/386, 4-5=-115/383, 5-6=-81/417, 6-7=-91/429, 7-8=-10/335, 8-9=-65/436, 9-10=-74/397, 10-11=-47/348, 11-12=-49/302, 12-13=-46/255 WEBS 6-33=-316152, 5-34=-296170 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-31 1 Row at midpt 7-32, 6-33, 9-29, 10-28. 11-27, 12-26 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft: TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 3) TCLL• ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are 1.5x4 W20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 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. Continued on page 2 Job Truss Truss Type Qty Ply REXBURGIBOYCEI8-26/CG/(IDO 0919581 D13 ROOF TRUSS 1 1 Job Reference (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. f.wu s jan 3 zoos MT eK Vauscnes. inc. i ue Aug zd i zvw rage z NOTES 11) Bearing at joint(s) 31 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 33, 34, 35, 36, 29, 28, 27, 26, 25. 24, 23, 22, 21, 19 except at --lb) 38=549, 37=304. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 38, 32, 33. 34, 35, 36, 37. 14) This truss is designed in accordance with the 2006 Intemationa) Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPl 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCEl8-26/CG/(ID0 0919581 D14 ROOF TRUSS 1 1 - - Job Reference o 'anal _ ,__ ^ ..nne --1. --. 1.... T.... A..w RC 1 •1•�1.1G NviQ Dann '1 5I UI:K I:LXWL)NtN i Str, tuww mots, iu 004w, VL^ 1 v. 3-9-13 7-11-15 12-2-0 16-1-14 20-1-12 25-9-10 31-9-0 3-9-13 4-2-1 4-2-1 3-11-14 3-11-14 5-7-14 5-11-6 Scale • 1:54.3 Sx6 = 600 WNW 1.5x4 II US - 800 - 8.00112 2 19 3 4 20 5 6 4x4 Q 4x4 14 13 12 11 axe II 30 11 ex8 = Us = 1.6x4 II 3-9-13 7-11-15 12-2-0 16-1-14 20-1-12 25-9-10 31-9-0 3-9-13 4-2-1 4-2-1 3-11-14 3-11-14 5-7-14 5-11-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 I TC 0.65 Vert(LL) -0.31 14 >999 240 W20 169/123 (Roof Sno --35.0) Lumber Increase 1.15 BC 0.78 Vert(TL) -0.45 14 >850 180 MT18H 197/144 TCDL 8.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.23 10 n/a n/a BCLL 0.0 „gym, a ^ Code IRC2006/TPI2002 (Matrix) Weight: 165lb LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E *Except- W3 2 X 4 SPF-S Stud/Std, W5 2 X 4 SPF-S Stud/Std W10 2 X 4 SPF-S Stud/Std, W11 2 X 4 SPF-S Stud/Std SLIDER Right 2 X 4 SPF-S Stud/Std 3-6-2 REACTIONS (lb/size) 18=1612/Mechanical, 10=1612/Mechanical Max Horz 18=-197(LC 5) Max Upliftl 8=-1 20(LC 6), 10=-131(LC 5) Max Grav18=2090(LC 13). 10=2026(LC 14) BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 5-12, 8-12 FORCES (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2174/145, 2-19=-3391/257, 3-19=-3389/257, 34=-3389/257, 4-20=-4490/345, 5-20=-4490/345, 5-6=-1 871/250, 6-7=-21661261, 7-8=-2260/234, 8-21=-2437/228, 9-21=-2627/212, 9-10=-2880/208, 1-18=-2054/133 BOT CHORD 16-17=156/1816, 15-16=-257/4529, 4-15=0/544, 12-13=-95/2161, 11-12=-11912170, 10-11=-119/2170 WEBS 2-17=-767/97, 2-16=-200/2208, 3-16=-707/113, 4-16=-1559/121, 13-15=-14113191, 5-15=-22313282, 5-13=-2331/142, 5-12=-6821232, 6-12=401780, 8-12=-872/132, 1-17=-139/1935 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf. BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)18=120, COMMA -an page 2 0919581 I D14 I ROOF TRUSS NOTES 08 International Residential Cade sections R502.11.1 and R802.10.2 and referenced standard ANSIITP 1. 10) This truss is designed in accordance with the 20 LOAD CASE(S) Standard 2008 Job Truss Truss Type Qty Ply RDCBURG/BOYCE/8-261CG/(1D0 Q919581 D15 ROOF TRUSS 1 1 Job Reference(optional) -- -- -- --- —.... _ 7 nzn . ice., It IrM RATnle IMi Mri" Inc Tue Aun 2611:31:38 2008 Page 1 STOCK COMPONENTS -IF, Idaho Fails, lu 81403, CLK G. 3-9-13 7-11-15 1 12-2-0 1 16-1-14 1 20-1-12 25-9-10 1 31-9-0 3-9-13 4-2-1 4-2-1 3-11-14 3-11-14 5-7-14 5-11-6 Scale - 1:54.3 SX6 = 600 MT18W1 1.5x4 11 4x5 = 500 = 8.00 � 2 19 3 4 20 5 6 4x4 � 04 14 13 12 11 8x8 II 3x4 II axe = 3x8 = 1.Sz4 II 3-9-13 7-11-15 12-2-0 16-1-14 20-1-12 25-9-10 1 31-9-0 3-9-13 4-2-1 4-2-1 3-11-14 3-11-14 5-7-14 5-11-6 Plate Offsets (X Y): [1:0-3-0 0-1 8] [2:0-3-12 0-2-0] [6.0-6-0 0-1-8] [10:0-4-0 Edge] [13:0-3-8 Edge] [15:0-8-12 0-5-81, [17:0-3-8,0-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 35.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.31 14 >999 240 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.78 Vert(TL) -0.45 14 >850 180 TCDL 8.0 Rep Stress lncr YES WB 0.64 Horz(TL) 0.23 10 n/a n/a BCDL .0 Code IRC2006/TP12002 (Matrix) BCDL .0 8 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E 'Except' BOT CHORD W3 2 X 4 SPF-S Stud/Std, W5 2 X 4 SPF-S Stud/Std WEBS W10 2 X 4 SPF-S Stud/Std, W11 2 X 4 SPF-S Stud/Std SLIDER Right 2 X 4 SPF-S Stud/Std 3-6-2 REACTIONS (Iblsize) 18=16121Mechanical, 10=16121Mechanical Max Horz 18=-197(LC 5) Max Uplift18=-120(LC 6), 10=-131(LC 5) Max Grav 18=2090(LC 13), 10=2026(LC 14) FORCES (lb) - Max Comp./Max Ten. - Ail forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2174/145, 2-19=-3391/257, 3-19=-3389/257, 3-4=-3389/257, 4-20=-4490/345, 5-20=-4490/345, 5-6=-1871/250, 6-7=-2166/261, 7-8=-2260/234, 8-21=-2437/228, 9-21=-2627/212, 9-10=-2880/208, 1-18=-2054/133 BOT CHORD 16-17=-156/1816, 15-16=-257/4529, 4-15=0/544, 12-13=-95/2161, 11-12=-119/2170, 10-11=-119/2170 WEBS 2-17=-767/97, 2-16=-200/2208, 3-16=-707/113, 4-16=-15591121, 13-15=-141/3191, 5-15=-223/3282, 5-13=-2331/142, 5-12=-682/232, 6-12=401780, 8-12=-872/132, 1-17=-139/1935 PLATES GRIP Nfl-20 169/123 MT1811 197/144 Weight: 165 lb Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 5-13, 5-12, 8-12 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (Iow-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf---35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) ' 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)18=120, COARMA -on page 2 Job Truss Truss Type MY Ply REXBURG/BOYCEIB•261CG/(IDO 0919581 D15 ROOF TRUSS 1 1 Job Reference (optional) STUS:K UUMPUNtN ,10ano rates, ru 044VO, UL AT U. f.vav o .rw I H cwv rvN I cn a,uvau,�, e,r. , uw —v w , , wy.. {COTES 10) This truss is designed in accordance with the 20061nternational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBIlRGIBOYCE/8-261CG(IDO 0919581 D15CAP HIP CAP 1 1 ,lob Reference (optional) 9 n-2n - 1.... Ine Tr % Ar rn 7R 11 •'A1-dn %= Panel STOCK COMPONLIV I tHl-, EaanO Mans, 11J DOWO, L,LMY U. I 5-10-15 10-5-0 , 16-3-15 5-10-15 4-6-1 5-10-15 6X8 -i 4X3 5x6 = 1.50 11 3x4 = 4" - Scab a 1:27.5 0-11-14 6-0-11 10-3-4 15-4-4 1 16-3-15 0-11-14 5-0-13 4-2-9 5-1-0 0-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.06 2-8 >999 240 MT20 1691123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.45 Vert(TL) -0.10 2-8 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.02 5 n1a n/a BCLL 0.0 _ Code IRC2006/TPI2002 (Matrix) Weight: 50lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 2=795/0-5-8.5=795/0-5-8 Max Horz 2=-88(LC 5) Max Uplift2=-59(LC 7). 5=-59(LC 8) Max Grav2=1100(LC 15), 5=1100(LC 15) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1261/34, 3-10=-1031/51, 4-5=-1262151, 3-12=-846/71, 12-13=-846/71, 4-13=-846/71 BOT CHORD 2-8=-74/841, 7-8=-721846, 5-7=-10/841 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp Q Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) SEE MTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard Job Truss Truss Type ay Ply REXBURGJBOYCE/8.26/CG/(IDO 0919581 D16 ROOF TRUSS 1 1 Job Reference (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. TWO s Jan 3 2008 ml 1 eK industries, Inc. I ue rwg co 1 L3 I:gc cwo rage I 3-9-13 7-11-15 , 12-2-0 , 16-1-14 20-1-12 , 25-9-10 I 31-9-0 3-9-13 4-2-1 4-2-1 3-11-14 3-11-14 5-7-14 5-11-6 Scala ■ 1:54.3 5x6 = 6x10 MT18WZ 1.SA II 45 = 8X10 - 8.00 /2 2 19 3 4 20 5 4x4 -Z�, 4x4 Q 14 13 12 11 axe II 30 II axe = 3xe = 1.5x4 II 3-9-13 7-11-15 12-2-0 16-1-14 20-1-12 1 25-9-10 31-9-0 3-9-13 4-2-1 4-2-1 3-11-14 3-11-14 5-7-14 5-11-6 5:0-8-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.31 14 >999 240 MT20 169/123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.78 Vert(TL) -0.45 14 >850 180 MT18H 197/144 TCDL 8.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.23 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 165lb BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc pudins, except BOT CHORD 2 X 4 SPF 1650F 1.5E end verticals. WEBS 2 X 4 SPF 1650F 1.5E 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3 2 X 4 SPF-S Stud/Std, W5 2 X 4 SPF-S Stud/Std WEBS 1 Row at midpt 5-13, 5-12, 8-12 W10 2 X 4 SPF-S StudlStd, W11 2 X 4 SPF-S Stud/Std SLIDER Right 2 X 4 SPF-S Stud/Std 3-6-2 REACTIONS (lb/size) 18=1612/Wchanical, 10=1612/Mechanical Max Harz 18=-197(LC 5) Max Upliftl 8=-1 20(LC 6), 10=-131(LC 5) Max Grav 18=2090(LC 13). 10=2026(LC 14) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2174/145, 2-19=-3391/257, 3-19=-3389/257, 3-4=-3389/257, 4-20=-4490/345, 5-20=-4490/345, 5-6=-1871 /250, 6-7=-2166/261, 7-8=-2260/234, 8-21=-2437/228, 9-21=-2627/212, 9-10=-2880/208, 1-18=-2054/133 BOT CHORD 16-17=-156/1816, 15-16=-257/4529, 4-15=0/544, 12-13=-95/2161, 11-12=-119/2170, 10-11=-119/2170 WEBS 2-17=-767/97, 2-16=-200/2208, 3-16=-707/113, 4-16=-1559/121, 13-15=-141/3191, 5-15=-223/3282, 5-13=-2331/142, 5-12=-682/232, 6-12=40/780, 8-12=-872/132, 1-17=-139/1935 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf-35.0 psf (flat roof snaw); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 18=120, COARMA -on page 2 Job Truss Truss Type Qty Ply REXBURGIBOYCEfS-26JCG1(IDO Q919581 D16 ROOF TRUSS 1 1 Job Reference o tEonal STOCK COMPONI=N 15-It, laano taus, 1U tss4us, ULAY czi. .V.7V a JG81 J GVW IYG 1 GIB 11 MN , G 1 . V - 1 1.�..�. NOTES 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 0919581 D16CAP IHIP CAP 1 1 Job Reference (optional} %J f, 7.030 s Jan 3 2008 Wek Industries, Inc Tue Aug 26113143 2008 Page 1 2 4-4-12 11-11-3 16-3-15 4-4-12 7-6-7 4-4-12 scan = 1:27.6 6x8 Us t.SX4 II 5 3 12 4 13 8.00 F12 w1 w1 wl 1 11 T 4x5 = u 1.5A 11 9 3) _ 1.Sx4 II US = 0-11-8 4-6-8 11-9-7 15-4-10 16-3-15 0-11-8 3-7-0 7-2-15 3-7-3 0-11-5 - M f-^ A A n 4 01 fR.A_Ar1 fL4-Q1 fri-OdL1.9; M91 _ Male onsets kAjj.�.►-v � r - - - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP W20 169/123 TCLL 35.0 Plates Increase 1.15 TC 0.31 Vert(LL) -0.02 9 >999 240 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.14 Vert(TL) -0.02 9 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.00 6 n/a n/a Weight: 52 lb BCLL 0.0 Code IRC20061 TP12002 (Matrix) BCDL 8.0 LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. TOP CHORD 2 X 4 SPF 1650F 1.5E F 1650F 1 =BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BUT CHORD 2 X 4 SP WEBS 2 X 4 SPF-S Stud/Std REACTIONS All bearings 0-5-8. (lb) - Max Horz 2=62(LC 6) Max Uplift All uplift 100 lb or less at jdnt(s) 2, 6,10, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=422(LC 15), 6=422(LC 15). 10=771(LC 14). 8=771(LC 14) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-499179, 4-12=-498/79, 4-13=-498/79, 5-13=-499179 WEBS 3-10=-691/104, 5-8=-691/87, 4-9=-640/100, 3-9=-67/605, 5-9=-68/605 NOTES 1) Wind: ASCE 7-05; 90mph: h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category ll; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10. 8. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard Job Truss Truss Type Oty Ply REXBURGJBOYCFJ8-26/CG/(IDO 0919581 D17 ROOF TRUSS 1 1 Job Reference (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 7.030 s Jan 3 2008 M l eK industries, Inc. I ue Aug m 11:31A0 cuua rage I 6-8-9 12-2-0 17-3-0 2444 31-9-0 33-9-0 6-8-9 5-5-7 5-1-0 7-14 74-12 2-0-0 Scale - 1:65.4 6x10 MT18H= 6x10 MT18H= 30 = 2 1617 3 4 1.Sx4 II 6x6 = 1.Sx4 II 6-8-9 12-2-0 17-3-0 1 2444 31-9-0 6-8-9 5-5-7 5-1-0 7-1-4 7-4-12 Plate Offsets MY): [2.0-6-0 0-1-8] [4.0-5-4 0-1-0] [8.0-0-1 0-3-0] [13.0-0-4 0-5-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.99 Vert(LL) -0.15 13 >999 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.57 Vert(TL) -0.24 13-14 >999 180 MT18H 169/123 TCDL 8.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.14 8 n/a n/a BCLL 0.0 onnl o n Code IRC2006/TPI2002 (Matrix) Weight: 162 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T4 2 X 4 SPF 21 OOF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF 165OF 1.5E WEBS 1 Row at midpt 3-14, 4-11, 6-11 WEBS 2 X 4 SPF 165OF 1.5E *Except* W3 2 X 4 SPF-S StudlStd, W9 2 X 4 SPF-S Stud/Std, W1 2 X 6 DF No.2 SLIDER Right 2 X 4 SPF-S Stud/Std 4-4-9 REACTIONS (lb/size) 15=1619/Nlechanical, 8=1863/0-5-8, 8=1863/0-5-8 Max Horz 15=-261(LC 5) Max Upliftl5=-42(LC 6), 8=-190(LC 8) Max Grav 15= 1 970(LC 15), 8=2498(LC 15), 8=1863(LC 1) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2204/87, 2-16=-1648/103, 16-17=-1649/102, 3-17=-1653/102, 3-4=-2598/159, 4-5=-1861/202, 5-6=-2194/168, 6-18=-2694/163, 7-18=-2761/160, 7-19=-3307/140, 8-19=-3351/121, 1-15=-1912l72 BOT CHORD 14-15=-127/415, 13-14=-72/2615, 3-13=0/680, 10-11=-35/2489, 10-20=-35/2489, 8-20=-35/2489 WEBS 2-14=-12/546, 3-14=-1382/143, 11-13=0/2020, 4-13=-147/1779, 4-11=-899/134, 6-11=-1171/149, 6-10=0/264, 1-14=-120/1628 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) * 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. 9) Refer to girder(s) for truss to truss connections. dghf ggy1gocal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except at --lb) 8=190. Job Truss Truss Type Qty Ply REXBURGIBOYCEM-MCG1(ID0 Q919581 017 ROOF TRUSS 1 1 ,lob Reference o tlonal sTULK c:UMPVNLN i sir, [aano raus, U Vj4UJ, ULAT cji. f.VJV * Jivl .1 LVuO IvA 1 W IIMUDN 1c.1, 11 R.. 1 uG r U!j GV 1 I.J 1.'h/ cwV r ciyr- NOTES 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURGJBOYCE/8-26/CGt(IDO Q919581 D18 ROOF TRUSS 1 1 _ _ .. ...... Job Reference o banal _ ._._ .. ......., ..�•_. _�..�_.__ I-- T - A... nc 44n4. w7 nMo o....s 4 J 1 ut;r% uumn-"r-IV I .7-11-, luia su rcu.`i, w w-wa, vu't r v. 6-114 13-5-9 20-2-13 27-0-0 33-4-4 1 40-0-0 142-0-0 6-114 6-6-5 6-9-3 6-9-3 6-44 6-7-12 2-0-0 Scale = 1:69.3 5x8 = 1.Sx4 11 5x8 — 5)z = I 70 cu to Ir iu c. .1 •• ----- IWO = 1.5x4 II 4x4 = IS = 4x8 = IS = 4x4 = 1.5x4 II 3S -Z� 6-11-4 13-5-9 20-2-13 1 27-0-0 3344 40-0-0 6-114 6-6-5 6-9-3 6-9-3 64-4 6-7-12 :0-8-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.28 14-16 >999 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.77 Vert(TL) -0.42 14-16 >999 180 TCDL 8.0 Rep Stress Incr YES WS 0.83 Horz(TL) 0.18 9 r1/a Ma BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 189lb BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E *Except' TOP CHORD Structural wood sheathing directly applied. T3 2 X 4 SPF 1650F 1.5E, T4 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF 21 OOF 1.8E "Except" WEBS 1 Row at midpt 3-14. 4-14 B2 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E'Except- W 1 2 X 4 SPF-S Stud/Std, W7 2 X 4 SPF-S Stud/Std WEDGE Left: 2 X 10 DF 1950F 1.7E SLIDER Right 2 X 4 SPF-S Stud/Std 3-11-2 REACTIONS (Iblsize) 1=2186/Mechanical, 9=2378/0-5-8, 9=2378/0-5-8 Max Horz 1=-242(LC 5) Max Upliftl=-90(LC 7). 9=-165(LC 8) Max Grav 1=2835(LC 15), 9=3077(LC 15), 9=2378(LC 1) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-4455/134, 2-18=-4179/155, 2-3=-3356/185, 3-4=-3093/170, 4-5=-3093/170, 5-6=-2982/179, 6-7=-3269/149, 7-8=-3643/144, 8-9=-4200/124 BOT CHORD 1-1 7=-265/3456,16-17=-265/3456, 16-20=-182/2556, 15-20=-18212556, 14-1 5=-1 8212556, 13-14=-54/2524, 13-21=-54/2524, 12-21=-54/2524, 11-12=-25/3165, 9-11=-25/3165 WEBS 2-17=01258, 2-16=-1134/160, 3-16=-28/877, 3-14=-178/882, 4-14=-1246/187, 5-14=-181/934, 5-12=-17/746, 7-12=-846/131 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. a9f9epp jrs�for truss to truss connections. Job Truss Truss Type Qty Ply REX6URGIBOYCES-MCGJ(ID0 0919581 D18 ROOF TRUSS 1 1 Job Reference (optional) STOCK GUWUNtN I ti-lr, iaano ralis, lU 044U3, ULHT %V. /.V.7V .l dti11 12 4V1/0 IVY 1 GIt U luu.JU $UZI u 11 . 1 Uv A !j LV 1 I.V 1.' I &- V ayr. c NOTES 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except at --lb) 9=165. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. LOAD CASE(S) Standard Q919581 I D19 I ROOF TRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 19 r 5)d = 10X10 = 1 1 1 s Jan �9 6-2-4 11-11-9 17-5-2 23-0-7 28-6-0 34-1-4 40-0-0 42-0-0 6-24 5-9-5 5-5-9 5-7-5 5-5-9 5-74 5-10-12 2-O0--0Scalo a 1:69.3 3x4 = 1.50 11 5x8 — 3 4 19 20 5 6 17 16 22 15 14 13 23 1L „ 1.5x4 II 4x4 = 44 = 44 = 6x8 = 4x4 = 1.5x4 11 4x5 4x5 �� 6-2-4 11-11-9 17-5-2 23-0-7 28-&0 34-1-4 40-0-0 6-2-4 5-9-5 5-5-9 5-7-5 5-5-9 5-7-4 5-10-12 A n n 4 Al rA.A .1 A r-4-1 rraie U1Tse15 n T SPACING 2-0-0 - CSI DEFL in (loc) I/defl Ud PLATES GRIP LOADING (psf) TCLL 35.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.32 13-15 >999 240 MT20 1691123 MT18H 169/123 (Roof Snaw=35.0) Lumber Increase 1.15 BC 0.92 Vert(TL) -0.48 13-15 >996 180 TCDL 8.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.21 9 n/a n/a Weight: 195 lb BCLL 0.0 Code IRC2006lTP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD WEBS 2 X 4 SPF 1650F 1.5E "Except" W1 2 X 4 SPF-S Stud/Std, W2 2 X 4 SPF-S Stud/Std WEBS W6 2 X 4 SPF-S Stud/Std, W7 2 X 4 SPF-S Stud/Std WEDGE Left: 2 X 10 DF 1950F 1.7E SLIDER Right 2 X 4 SPF-S Stud/Std 3-5-11 REACTIONS (lb/size) 1=2199/Mechanical, 9=2383/0-5-8 Max Horz 1=-217(LC 5) Max Upliftl=-115(LC 6), 9=-157(LC 8) Max Grav 1 =2663(LC 15), 9=2988(LC 15) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-4203/180, 2-18=-3956/210, 2-3=-3511/238, 3-4=-3663/244, 4-19=-3617/237, 19-20=-3617/237, 5-20=-3617/237, 5-6=3622/239, 6-7=-3408/231, 7-8=-3495/196, 8-21=-36181177, 9-21=-3893/166 BOT CHORD 1-17=-292/3269, 16-17=-292/3269, 16-22=-221/2894, 15-22=-221/2894, 14-15=-23513658, 13-14=-235/3658, 13-23=-83/2840, 12-23=-8312840, 11-12=-74/2922, 9-11=-74/2922 WEBS 2-16=-996/141, 3-16=-28/757, 3-15=-190/1350, 4-15=-907/211, 4-13=-271/142, 5-13=-943/151, 6-13=-191/1374, 6-12=-16/613, 7-12=-675/111 Structural wood sheathing directly applied. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 1-17. 1 Row at midpt 2-16, 4-13 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) "This truss Qhas t 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 Cope @8rbAipa 2m chord and any other members. 0919581 I D19 I ROOF TRUSS NOTES 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=ib)1=115, 9=157. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REX13URG/80YCE/8-26/CG/VD0 0919581 E1 ROOF TRUSS 2 1 Job Reference (optional) 9 M^ - 9-- 9 nmic liTeil. Inn %b Alv 7R 1i•ii•rin 7 n1R PARP. 1 J 1 VVn V Vl1RrV1YC1Y 1 J'iT, Iua N 1 c —, — —, -- I- 1-7-14 6-2-1 10-9-15 15-4-2 17-0-0 1-7-14 4-6-3 4-7-15 4-6-3 1-7-14 Scab - 1:28.0 U10 = 8.00 12 wr:18 5x8 = 10A0 4 2x4 II Sxs = 5x12 = zM 11 iVAiV 1-7-14 6-2-1 10-9-15 15-4-2 17-0-0 1-7-14 4-6-3 4-7-15 4-6-3 1-7-14 Plate Offsets X 1:0-D-3 Ed a z:u-5-u a-u-14 0:u-u-o r-a t: LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.32 8-9 >628 240 Kr20 169/123 (Roof Snow=35.0) Lumber Increase 1A5 BC 1.00 Vert(TL) -0.43 8-9 >467 180 TCDL 8.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.04 6 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 77 lb BCDL 8.0 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 6 DF No.2 WEBS 2 X 4 SPF-S Stud/Std *Except* W2 2 X 4 SPF 165OF 1.5E, W2 2 X 4 SPF 1650F 1.5E W2 2 X 4 SPF 165OF 1.5E WEDGE Left: 2 X 4 SPF-S Stud/Std, Right: 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 1=844/0-5-8, 6=844/0-5-8 Max Horz 1=-33(LC 5) Max Upliftl=-106(LC 6), 6=-106(LC 5) MaxGrav1=1278(LC 13), 6=1278(LC 13) BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2062/164, 2-3=-4286/365, 3-4=-4205/356, 4-5=-4210/358, 5-6=-2089/168 BOT CHORD 1-10=-150/1624, 9-10=-153/1608, 8-9=-367/4281, 7-8=-125/1626, 6-7=-122/1646 WEBS 2-9=-243/2785, 3-9=-770/120, 4-8=-776/118, 5-8=-235/2686 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; NWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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 at --lb) 1=106, 6=106. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26/CG/(IDO 0919581 F1 ROOF TRUSS 1 2 ,lob Reference (optional) J I Van %1VIV11-VIVCIV I o-II", Wds lu Folio, IV O%Pty j, % L I v. 4-4-0 8-1-0 11-10-0 15-7-0 19-4-0 23-1-0 26-10-0 1 31-2-0 4-" 3-9-0 3-9-0 3-9-0 3-9-0 3-9-0 3-9-0 4-4-0 Scale = 1:50.9 1.5x4 II = = 6.00 12 6x6 1.5x4 II 6x18 = 1.5x4 II 6x18 = 4x4 = 6xb 2 19 3 4 5 6 7 8 20 9 Tq o. 1. Pon PAN ►AG 11 .... -.�-. 5x8 G 18 17 16 15 14 13 12 11 5x8 3x10 II 10x12 = 3x8 II 6x12 = 4)S = 10x12 = 3x10 II 30 II 4-4-0 8-1-0 11-10-0 15-7-0 19-4-0 23-1-0 26-10-0 31-2-0 4-4-0 3-9-0 3-9-0 3-9-0 3-9-0 3-9-0 3-9-0 4-4-0 LOADING (psf) SPACING 0-&0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.13 11-12 >999 240 W20 169/123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.88 Vert(TL) -0.21 11-12 >861 180 TCDL 8.0 ' Rep Stress Incr NO WB 0.68 Horz(TL) 0.07 10 n/a n/a BCLL 0.0 o�r,l A A Code IRC2006/TP12002 (Matrix} Weight: 286 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 6 DF 1800F 1.6E -Except' BOT CHORD B22X6DFNo.2 WEBS 2 X 4 SPF 1650F 1.5E'Except- W2 2 X 4 SPF-S Stud/Std, W2 2 X 4 SPF-S Stud/Std REACTIONS (Ib/size) 1=4716/0-5-8, 10=4716/0-5-8, 15=14288/0-7-12 (input: 0-5-8) Max Horz 1=-6(LC 5) Max Uplift1=-446(LC 6), 10=-446(LC 5), 15=-1367(LC 6) Max Grav 1=4736(LC 14), 10=4736(LC 14), 15=14541(LC 13) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7424702, 2-19=-6555/621, 3-19=-6555/621, 3-4=-6555/621, 4-5=-727/7761, 5-6=-727/7761, 6-7=-6555/623, 7-8=-6555/623, 8-20=-65551623, 9-20=-6555/623, 9-10=-7424/703 BOT CHORD 1-18=-624/6604, 17-18=-604/6388, 16-17=-139/1491, 15-16=-139/1491, 14-15=-136/1491, 13-14=-136/1491, 12-13=-136/1491. 11-12=-598/6388, 10-11=-618/6604 WEBS 2-18=-295/3175, 4-17=-549/5831, 4-16=-217/2354, 4-15=-10653/1004, 5-15=-323/35, 6-15=-10653/1003, 6-14=-21712354, 6-12=-548/5831, 9-11=-295/3175 Structural wood sheathing directly applied or 5-3-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 4) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1, Lu=50-0-0 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss hasbeendesigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit Co�1M% age 2m chord and any other members. Job Truss Truss Type Qty Ply REMURG/BOYCE/8-26/CG/(ID0 Q919581 F1 ROOF TRUSS 1 2 Job Reference (optional) I-- 9 HMO \iTeL T.7rM Dana 9 S I L)uK i,;umh'VIVGV 1 fir, ioum raus, to w wj, %+u1I v. NOTES 9) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 1=446, 10=446, 15=1367. 11) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 12) Girder carries tie-in span(s): 31-9-0 from 0-0-0 to 31-2-0 LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-21, 2-9=-21, 9-10=-22, 1-10=-751(F=-747) Job Truss Truss Type Oty Ply REXBURGB0YCE/8-26/CG/(iD0 0919581 J1 ROOF TRUSS 2 1 Job Reference(optional) -� k Tel. I...i. �clrinc Inn T. m A, en 09 11 'Al •F1 9(M PMP 1 STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 030 s Jan 3 2008 -2-0-0 1-11-10 2-0-0 1-11-10 s 'r 1-11-10 , 1-11-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft Ud TCLL 35.0 Plates Increase 1.15 TC 0.72 Vert(LL) .0.00 6 >999 240 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.03 Vert(TL) .0.00 5 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD REACTIONS (lb/size) 6=402/0-5-8, 4=15/Mechanical, 3=-44/Mechanical Max Horz 6=102(LC 7) Max Uplift6=-112(LC 7), 4=-36(LC 7), 3=-203(LC 9) Max Grav6=594(LC 9), 4=33(LC 4), 3=50(LC 7) FORCES (1b) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-579/112 Scab - 1:12.9 PLATES GRIP MT20 169/123 Weight: 10 lb Structural wood sheathing directly applied or 1-11-10 oc purlins, except end verticals. Rigid ceiling directly applied or 1 D-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft, TCDL=4.8psf; BCDL=4.8psf, Category 11, Exp C; enclosed; MWFRS (law -rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL• ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 6=112, 3=203. 9) This truss is designed in aocordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard 0919581 I J1A I ROOF TRUSS 12 G. 7.030 s Jan 3 2008 -2-0-0 2-5-10 9-[>_n 2-5-10 _ 2-5-10 2-5-10 LOADING (ps35.0 SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud TCLL Plates Increase 1.15 TC 0.72 Vert(LL) -0.00 5 >999 240 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 5-6 >999 180 TCDL 8.0 Rep Stress tncr YES WB 0.07 Horz(TL) -0.00 3 n/a n/a BCLL _ Code iRC2006/TP12002 (!Matrix) LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 6=40210-5-8, 3=-121Mechanical, 4=181Mechanical Max Horz 6=108(LC 7) Max Uplift6=-121(LC 7), 3=-168(LC 9), 4=-11(LC 7) Max Grav6=567(LC 9), 3=33(LC 7), 4=41(LC 4) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-549/129 11:31 Scab = 1:14.4 PLATES GRIP MT20 169/123 Weight: 11 lb BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b) 6=121, 3=168. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-261CG/(IDO Q919581 J2 ROOF TRUSS 2 1 Job Reference dorsal _- n .fnne •. -1 1-- T.— A.— 7C 11.14•G7'JnnQ DMc 1 5 I UUK ULnwvNtzN i a-mr, mutm rims. mu Ij�7 *W, %,LM 1 v. -2-0-0 3-5-10 2-0-0 3-5-10 3-5-10 Scales a 1:17.3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.01 5-6 >999 240 W20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 5-6 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 3 n/a Na BCLL 0.0 Matrix) Weight: 15lb LUMBER TOP CHORD 2 X 4 SPF 1650F 1. BE BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb(size) 6=420/0-5-8, 3=64/Mechanical, 4=26/Mechanical Max Horz 6=128(LC 7) Max Uplift6=-89(LC 7), 3=-100(LC 9), 4=-15(LC 7) Max Grav6=524(LC 9), 3=64(LC 1), 4=59(LC 4) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=497/102 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except at=lb) 3=100. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS1/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 0YCE/8-261CG/(ID0 Q919581 J2A ROOF TRUSS 2 1 IREXBUR Job Reference (optional) 9 l ^ , STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. ,.va,s,a 3 cvw !Ya I 3-3-12 i 3-3-12 W = 3-3-12 1 Scale = 1:10.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.00 1-3 >999 240 MT20 197/144 (Roof Snovw35.0) Lumber Increase 1.15 BC 0.07 Vert(TL) -0.01 1-3 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 * Code IRC20061TP12002 (Matrix) Weight: 8lb LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 165OF 1.5E REACTIONS (lb/size) 1=147/0-5-8, 2=123/Mechanical, 3=24/Mechanical Max Horz 1=46(LC 7) Max Uplift2=-40(LC 7) Max Grav1=148(LC 2), 2=128(LC 2), 3=55(LC 4) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category (I; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 tit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURGJBOYCEI8-261CG1(IDO Q919581 J3 ROOF TRUSS 2 1 Job Reference (optional) J I uL;K uumvuNr-N 1.YIr, [uww raub, w wgvo, %ouii v. -2-0-0 4-11-10 2-0-0 4-11-10 r 4-11-10 , 4-11-10 z A Scab = 1:21.6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.03 5-6 >999 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.18 Vert(TL) -0.07 5-6 >881 180 TCDL 8.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 ' 0r,r111 a n Code iRC2006/TP12002 (Matrix) Weight: 20 Ib LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 6=47410-5-8, 3=151/Mechanical, 4=38/Mechanical Max Horz 6=157(LC 7) Max Uplift6=-77(LC 7), 3=-47(LC 9), 4=-3(LC 7) Max Grav6=507(LC 9), 3=151(LC 1), 4=86(LC 4) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-468198 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26/CG/(IDO Q919581 A ROOF TRUSS 2 1 Job Reference (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 1.Sx4 II /.030 s Jan 3 2008 IA I eK {ndusines, Inc. 1 ue Rug [o 11:3 1:52cwo Page i 6-5-10 6-5-10 _ 6-5-10 Scale - 1:26.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.09 4-5 >858 240 W20 1691123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.31 Vert(TL) -0.19 4-5 >390 180 TCDL 8.0 Rep Stress lncr YES WB 0.08 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 „�,,rix) Weight: 23lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD REACTIONS (Ib/size) 5=312/0-5-8, 2=262/Mechanical, 3=50/Mechanical Max Horz 5=118(LC 7) Max Uptift2=-98(LC 7) Max Grav5=312(LC 1), 2=262(LC 1), 3=113(LC 4) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-26214 Structural wood sheathing directly applied or 6-5-10 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05, 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL• ASCE 7-05; Pf=35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURGIBOYCEI8-26/CG/(ID0 0919581 J5 ROOF TRUSS 12 1 Job Reference (optional) Falls, STOCK COMPONENTS -IF, IdaW Falls, ID 83403. CL Y G. -1-4-0 3-11-12 1_&n 3-11-12 Scab r 1:12.9 3-11-12 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.39 Vert(LL) -0.01 2-4 >999 240 W20 197/144 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.11 Vert(TL) -0.02 2-4 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IRC20061TPI2002 (Matrix) Weight: 11 lb LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 165OF 1.5E REACTIONS (Ib/size) 3=119/Mechanical, 2=353/0-5-8, 4=30/Mechanical Max Horz 2=86(LC 7) Max Uplift3=-33(LC 7), 2=-76(LC 7) Max Grav3=148(LC 2), 2=370(LC 9), 4=67(LC 4) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply REXBURGJBOYCE/8-26/CGJ(IDO 0919581 J6 ROOF TRUSS 2 1 Job Reference (optional) -i ran � ram.. '2 arms: K&Talr Indnc4riae Inc Trra Ai in 26 11 -31 -53 2" Pane 1 STOCK COMPOMN i S-iF, taano Falls, Ill oaqua, %,LHT u. -1-4-0 6-7-12 1-A-n 6-7-12 6-7-12 6-7-12 Scala a 1:19.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.09 24 >827 240 W20 197/144 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.32 Vert(TL) -0.20 24 >376 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) Weight: 18 lb BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=248/Mechanical, 2=475/0-5-8. 4=51/Mechanical Max Horz 2=124(LC 7) Max Uplift3=-75(LC 7), 2=-73(LC 7) Max Grav3=318(LC 2), 2=503(LC 2), 4=115(LC 4) FORCES (lb) - Max. Comp./Max Ten. - All forces 250 ((b) or less except when shown. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26/CG/(IDO Q919581 J7 ROOF TRUSS 2 1 Job Reference (optional) non . 1on Z 7M1 RAM4 Inai mirir+s Inr Tue Aun 26 11-31:53 2008 Paae 1 STOCK COMPONENTS -IF, Itlario Fans, lu 83403, CLAY G. I 4-" 9-3-12 4-9-6 4-6-6 3x8 II 3 3x10 = 5x5 = 9-3-12 9-3-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.39 Vert(LL) -0.14 1-4 >756 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.30 Vert(TL) -0.32 1-4 >335 180 TCDL 8.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IRC20061TPI2002 (Matrix) Weight: 32lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E -Except* BOT CHORD W1 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 1=456/0-5-8, 4=4561Mechanical Max Horz 1=134(LC 7) Max Uplift1=-9(LC 7), 4=-78(LC 7) Max Grav 1=483(LC 2), 4=551(LC 2) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-655/29 BOT CHORD 1-4=-115/538 WEBS 2-4=-545/135 Scale - 1:27.5 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 4. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job 0919581 lis ROOFTRUSS s Jan 3 2008 MTek Industries, Inc. Tue Aug 2611 -2-0-0 3-3-12 17-ri-n 3-3-12 3 LOADING (psf) SPACING 2-0-0 CSI TCLL 35.0 Plates Increase 1.15 TC 0.76 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.07 TCDL 8.0 Rep Stress lncr YES WB 0.00 BCDL .0 Code IRC20061TP12002 (Matrix) 8 BCDL .0 LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E REACTIONS (lb/size) 3=43/Mechanical, 2=424/0-5-8, 4=24/Mechanical Max Horz2=91(LC 7) Max Uplift3=-121(LC 9), 2=-124(LC 7) Max Grav3=69(LC 2), 2=549(LC 9), 4=55(LC 4) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3-3-12 DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.00 2-4 >999 240 91-20 197/144 Vert(TL) -0.01 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 11 lb Scale = 1:12.9 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8pst BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=121, 2=124. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard 0919581 Jg ROOF TRUSS 2 1 Job Reference o tional 7.030 s Jan 3 2008 NiTek Industries. Ir1c. Tue Aug 2611:31:53 ZOOtl -2-0-0 5-11-12 5-11-12 5-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 35.0 Plates Increase 1.15 TC 0.76 Vert(LL) Vert(TL) -0.06 2-4 >999 240 -0.13 2-4 >524 180 (Roof Snow--35.0) TCDL 8.0 Lumber increase 1.15 YES BC 0.25 WB 0.00 Horz(TL) -0.00 3 n/a nla Rep Stress Incr BCLL 0•0 Code IRC20061 TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E REACTIONS (lb/size) 3=1961Mechanical, 2=521/0-5-8, 4=46/Mechanical Max Horz 2=130(LC 7) Max Uplift3=-55(-C 7), 2=-108(LC 7) Max Grav3=263(LC 2), 2=552(LC 2), 4=103(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. scab - 1:18.6 PLATES GRIP MT20 197/144 Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 9omph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed: MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. Ct= 1 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=108. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASES) Standard ROOF TRUSS 0919581 JJ11 -2-0-0 2-5-10 n n n 2-5-10 IN 2-5-10 2-5-10 s Jan 3 2008 MtTek Industries. Inc. Tue Aug 2611:31 Page Scale a 1:14.4 Plate Offsets X 5:0-2-12 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP 5 >999 240 MT20 169/123 TCLL 35.0 Plates Increase 1.15 TC 0.72 (Roof Snow---35.0) Lumber Increase 1.15 BC 0.03 Vert(LL) -0.00 Vert(TL) -0.00 4-5 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 3 n/a Na Weight: 11 lb BCLL 0.0 Code IRC2006/TP12002 (Matrix) BCDL 8.0 LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except TOP CHORD 2 X 4 SPF 1650E 1.5E end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SPF-S Stud/Std REACTIONS (lb/size) 5=400/0-5-8, 3=-12/Mechanical, 4=16/Mechanical Max Horz 5=108(LC 7) Max Uplift5=-120(LC 7), 3=-168(LC 9), 4=-15(LC 7) Max Grav5=565(LC 9), 3=33(LC 7), 4=37(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-549/129 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 p ate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fuily Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=1b) 5=120, 3=168. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26/CG/(Do 0919581 J12 ROOF TRUSS 2 1 Job Reference (optional) o i OCK COMPONEN i a-ir, iaano raps, v 83403, toLAY G. 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Aug 2611:31:54 2008 Page 1 1.5x4 n 3-11-10 5-11-10 3-11-10 2-0-0 Scale -1:2o.s 3-11-1.0 , 3-11-10 TCADING (RsLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.26 Vert(LL) -0.01 3-5 >999 240 MT20 169/123 TCDL g p Lumber Increase 1.15 BC 0.11 Vert(TL) -0.03 3-5 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 18lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD SLIDER Left 2 X 4 SPF-S Stud/Std 2-6-0 REACTIONS All bearings 0-5-8 except at --length) 5=Mechanical, 4=Mechanical. (lb) - Max Horz 5=-108(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 3 Max Grav All reactions 250 lb or less at joint(s) 5, 4 except 3=414(LC 3), 3=386(LC 1) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-11-10 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 5) • 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. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5.3. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCEI8-26/CG/(IDO M1 MONO TRUSS 8 1 `Q919581 Job Reference o tlonal 1-.- n nn D R A"r-L 1 `11 AA 7nnA PprtP 1 STOCK COMPONENTS -IF, Idaho Falls, lu 83403, CLAY G. 3-6-15 B-0-0 3-6-15 4-5-1 1.SA II 3x10 II 3A _ 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 35.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.21 1-5 >442 240 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.49 Vert(TL) -0.47 1-5 >201 180 TCDL 8.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD SLIDER Left 2 X 8 DF 195OF 1.7E 2-3-5 REACTIONS (lb/size) 1=401/0-5-8, 5=401/Mechanical Max Horz 1=172(LC 7) Max Uplifts=-103(LC 7) Max Grav1=420(LC 2), 5=480(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/0, 2-3=-299/2 BOT CHORD 1-5=-125/296 WEBS 3-5=3581151 Scab - 1:35.5 PLATES GRIP W20 169/123 Weight: 37 lb Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf, BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 5=103. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURGBOYCE/8-26/CG/(IDO Q919581 M2 MONO TRUSS 18 1 Job Refererloe (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 7.030 s .ian s 2008 UP i eK MOMWIta, Inc. i ue Aug zo I VJ i .;X► cwv royc I -2-0-0 4-1-8 8-0-0 2-0-0 4-1-8 3-10-8 Scale = 1:25.5 1.5x4 II I r 8-0-0 i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.19 2-5 >484 240 MT20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.46 Vert(TL) -0.42 2-5 >220 180 TCDL 8.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 30lb RCDL 8.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD REACTIONS (lb/size) 2=61610-5-8, 5=359/Mechanical Max Horz 2=160(LC 7) Max Uplift2=-106(LC 7), 5=-52(LC 7) Max Grav2=656(LC 2), 5=463(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-530/42, 3-6=-371/45 BOT CHORD 2-5=-81/387 WEBS 3-5=-436/91 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.Spsf; BCDL=4.8psf; Category II: Exp C: enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load noncor=rrent 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at --lb) 2=106. 9) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG/BOYCE/8-26/CG/(IDO 0919581 M3 MONO TRUSS 18 1 Job Reference (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 7.030 s Jan 3 2008 MITek Industries, Inc. Tue Aug 2611:31:54 2008 Page 1 r 4-1-8 8-0-0 , 4-1-8 3-10-8 Scale = 1:24.6 1.Sx4 II I 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.31 Vert(LL) -0.19 1-4 >484 240 Mii20 169/123 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.46 Vert(TL) -0.42 1-4 >220 180 TCDL ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 4 Na n/a BCLL 00..0 e^,,, a0 an Code (RC2006/TPI2002 (Matrix) Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD REACTIONS (Ib/size) 1=389/0-5-8, 4=389/Mechanica) Max Horz 1=115(LC 7) Max Uplift1=-7(LC 7), 4=-67(LC 7) Max Grav 1=410(LC 2), 4=461(LC 2) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-531/45 BOT CHORD 14=-123/433 WEBS 24=488/139 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 4. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURGIBOYCE/8.26/CG/(IDO 0919581 M4 MONO TRUSS 16 1 ,lob Reference (optimal) STOCK COMPONENTS -IF, Idaho Falls, ID 83403. CLAY G. 7.030 s Jan 3 2008 M I eK industries, Inc. i ue frog co 1 1.3 i:ov cwo rage 1 -2-0-0 2-10-8 1.5.4.11 2-0-0 2-10-8 9 Scale: 1-=1' 2-1 0-8 2-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.00 2-4 >999 240 MT20 169/123 (Roof Snaw=35.0) Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 2-4 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 m^ml O „ Code IRC2006/TP12002 (Matrix) Weight: 11lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD REACTIONS (lb/size) 2=41510-5-8, 4=37/Mechanical Max Horz 2=86(LC 7) Max Uplift2=-1 31 (LC 7). 4=-124(LC 9) Max Grav2=562(LC 9), 4=58(LC 2) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf, Category 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; C11=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent With other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=131, 4=124. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REXBURG1BOYCE/8-261CG/(ID0 Q919581 M5 MONO TRUSS 13 1 Job Reference (optional) STOCK COMPONENTS -IF, Idaho Falls, ID 83403, CLAY G. 7.030 s Jan 3 2008 M7ek Industnes, Inc Tue Aug 2611.31.55 2008 Page 1 i -2-0-0 2-9-0 15x4 1I 2-0-0 2-9-0 4 2-9-0 2-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.00 2-5 >999 240 W20 169/123 (Roof Snow--35.0) Lumber Increase 1.15 BC 0.05 Vert(TL) -0.01 2-5 >999 180 TCDL 8.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) Weight: 13lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud/Std BOT CHORD SLIDER Left 2 X 4 SPF-S Stud/Std 1-6-6 REACTIONS (lb(size) 2=383/0-5-8, 5=61/Mechanical Max Horz 2=108(LC 7) Max Uplift2=-102(LC 7). 5=-88(LC 9) Max Grav2=496(LC 9), 5=84(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale z I:15.2 Structural wood sheathing directly applied or 2-9-0 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pt--35.0 psf (flat roof snow); Category 11, Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except ((t=-lb) 2=102. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard