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Home My WebLink AboutTRUSS SPECS - 17-00413 - 636 Centennial Loop - SFRJob --Truss (Truss Type IOty Ply 0u51o7/14d0)RP - 4a1162 17 D3 A1hc 3 t_ _ -__ _ Job Reference Lopllonalj _ Snake River Tmss 8 Componenls, Idaho Falls. ID 83401, Robin Pellingill Run. 6.110 5 Jun 132017 Priu.. 8.1105 Jun 132017 MTek lid shins, Inc. Fn Jul 1410:43:11 2017 Pagge 1 ID:XEEtyodPhASEvLK2sOpSGRyyAPS-GaY37BYnZl1?u1V6bFv4j4cHCghPhTdgrAxQyl yy9dL 13-1-0 2111-4 6-7-12 11.7.12 12.3 1 16-9.8 20-6-0 2 -3-15 26-11-0 3398 35-3-8 6-7-t2 5-0-D 0-7- &8.8 l 3-88 0-9-15 5-0-0 6i0a 1-6-0 0-9.15 5x6= 048 Scale - 1:69.6 3x8 5 2x4 11 7x8= 7x8= 2x4 11 LOADING (psf) SPACING 2-0-0 CSI. DEFL, in floc) Well Ud TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.36 11-12 >999 360 TCDL 8.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.49 11-12 >818 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.08 9 We n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) -0.11 13-14 >999 240 LUMBER - TOP CHORD 2x6 OF 1600F 1.6E *Except* T7,T3: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x6 OF 1 BOOF 1.6E *Except* B2: 2x8 DF SS WEBS 2x4 OF Stud/Sid *Except' W4: 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Btr WEDGE Left: 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=1958/03-8 (min. 0-2-2), 9=2111/03-8 (min. 0-2-4) Max Horz 1=-197(LC 10) Max Grav 1=2002(LC 18), 9=2127(LC 19) PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 221 Ib FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at A(s): 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-310810, 2-16=-2972/0, 2-3=-275610, 3-0= 2052/0, 4-17=-327/49, 5-17=-294/66, 5-18=-291/68, 6-18=323/50,6-7= 2050/0,7-8= 2762/0,8-19=-3001/0, 9 -i9= -3i28/0 BOT CHORD 1-14=0/2551, 13-14=0/2550, 12-13=0/2230, 11-12=0/2438, 9-11=0/2439 WEBS 7-12=0/974,3-13=0/958,4-15= 2151/0,6-15= 2151/0,2-14=-171/289,8-11=-157/277, - 2-13=-7361141, 8-12=-7721129 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2ps1; h=25ft; B=45ft; L=34f1; eave=41t; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1-12 to 3-6-5, Interior(1) 3-6-5 to 16-9-8, Exterior(2) 16-9-8 to 20-2-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 fall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (7.0 psp on member(s). 34, 6-7, 4-15, 6-15; Wall dead load (S.Opsf) on member(s).7.12, 3.13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1, 9) Attic room checked for U360 deflection. LOAD CASE(S) Standard Job - Truss jTluss Type Gly Ply 0,son7/14ID)RP H7162.17 D2" -�ARIC 2 1 Job Reference (optional) Snake River Truss 8 Calndonenls, Idaho Falls, ID 83401. Robin Petungill fun- A 110 s Jun 132017 Pro( 8.110 s Jun 13 2017 MITek Ineoslnes, Inc. F,,W 14 10.43:11 2017'Page 1 ID: XEEtyodPhASEvLK2sOpSGRyyAPS-GaY37BYnZlf?uIV6bFv4j4cKGghWhTJgrAxOylyy9dU 13-3E 22-1-12 6-104 11-10`4 f2-59 17-00 __ 20-8-8 _21677 27-1.12 34-0-0 35-&0 6-10-4 5:0-0��~ 3-8-8 I 3-8-8 9 15 6.0-0 �- 6-10-4 11-6-0' M-15 5x6= 0a-5 Scale = 1:69.7 5 2x4 11 7x8= 7x8= 2x4 11 LOADING (psi) SPACING 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.36 13-14 >999 360 TCDL 8.0 Lumber DOL 1.15 BC 0.73 Vert(TL) -0.49 13-14 >830 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.63 Horz(TL) 0.08 9 n/a We BCDL 8.0 Code IRC20121TP12007 Matrix -R Wind(LL) -0.1113-14 >999 240 LUMBER - TOP CHORD 2x6 DF ISOOF 1.6E *Except* T1,T3: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x6 DF 1800F 1.6E *Except* B2: 2x8 DF SS WEBS 2x4 DF Stud/Sid *Except' W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr REACTIONS. (Ib/size) 1=1967/0-3-8 (min, 0.2-2),9=2123/0-3-8 (min. 0-2-5) Max Harz 1=-1 97(LC 10) Max Grav 1=2009(LC 18), 9=2139(LC 19) 0� PLATES GRIP MT20 220/195 Weight: 221 lb FT=O% BRACING TOP CHORD Structural Wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at JI(s): 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3172/0, 2-16=3038/0, 2-3=-2790/0, 3-4=-207010, 4-17=-321/50, 5-17=-290/69, 5-18=-291169.6-18=323/51,6-7= 207310, 7-8=-279i/O. 8-19=- 302010,9-19- 3147/0 BOT CHORD 1-14=012627, 13-14=0/2626, 12-13=012255, 11-12=0/2454, 9-11=0/2454 WEBS 7-12=0/963, 3-13=0/987, 4-15=-2180/0, 6-15= 2180/0, 2-14- 159/302, 8-11= 166/271, 2-13=-797/140,8-12=-765/129 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2psf; h=25f1; B=4511; L=34it; save=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exiedor(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 17-0-0. Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Ceiling dead load (7.0 psi) on member(s). 3-4, 6-7, 4-15, 6-15; Wall dead load (S.Opsf) on member(s).7-12, 3-13 6) Bottom chord live load (40.0 psi) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Attic room checked for U360 deflection. LOAD CASE(S) Standard Job - Truss Truss Type.. Oty. Ply Dnslin7(14(I1D)RP BI 162.17 ID1G - GABLE 1 Snake Rive, Tmss & Components, Idaho Falls, 1D 83401. Rohn Pe Job Reference optional) tling,ll Run. 8.110 S Jun 13201, Pnni 8.110 s Jun 132017 MiTek Industries, Inc. Fn Jul 14 10:43.0920 77 Pa e I I D:XE Etyod PhAsEvL K2sOpSG RyyAPS.KBQJiVXX1 gPHeRLjUglcefX?0s?7DZCOOsSJ19yy9dVV 13-38 221-12 -F60 6-1e4 11-10-0 I -59 17-0-0 20-88 21-6d 27-1-12 34-0-0 35-6-0 1-6-0 6-1P4 5 0-0 -]_6 3-8 8 ~- 3 8-8 0 9 15 _ 5 0-0 6-10-4 11-6-0' 0.9.15 0-7-5 5x6= Scale = 1:70.6 7x8 = 7x8 = 6-10-4 11-10-4 1 -12 27-i-12 340-0 6-10-4 5.0-0 10-3-8 5-0.0 6-10-4 110 Plate Offsets (X Y)-- [2:0-6-0.0-0-41.13:0-4-0,0-3-41, r4:0-2-0.0-0-41,18:0-2-0,0-0-41, [9:0-4-0,0-3-41, [10:0-6-0,0-0-4 1130-2-12 Edgel [14.0-2-12 Edgel LOADING (psi) SPACING- 2-0-0 BOT CHORD 2x6 DF 1800F 1.6E'Except' CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 OTHERS 2x4 DF Stud/Std TC 0.51 Vert(LL) -0.3614-15 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.73 Vert(TL) -0.4814-15 >839 240 BCU- 0.0 ' Rep Stress Incr VES WB 0.61 HorZ(fL) 0.08 10 n/a We BCDL 8.0 Code IR02012/TPI2007 Matrix -R WRd(LL) -0.1114-15 >999 240 Weight: 2511b FT=O% LUMBER- BRACING- RACINGTOP TOPCHORD 2x6 DF 1 BOOF 1.6E 'Except' TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. T7: 2x4 DF 1800F 1.6E or 2x4 DF No.i &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 DF 1800F 1.6E'Except' JOINTS 1 Brace at JI(s): 16 B2: 2x8 DF SS WEBS 2x4 DF Stud/Sid'Except* MiTek recommends that Stabilizers and required cross bracing W4:2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 DF Stud/Std Installation guide. REACTIONS. (Ib/size) 2=2119/03-8 (min. 0-2-4), 10=2119/03-8 (min. 0-2-4) Max Horz 2=-201 (LC 10) Max Grav 2=2137(LC 18), 10=2137(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-34=-3143/0, 3-04=.3016/0, 3-4=-278310, 4-5=-206710, 5-35--323/51, 6-35=-291/69, 6-36=-291/69, 7.36=.323/51,7-8- 2067/0,8-9=-2784/0,9-37=-3016/0,10-37=-3143/0 BOT CHORD 2 -15=0/2602,14-15=012601,13-14=0/2249,12-13=012450,10-12=0/2451 WEBS B-13=0/981, 4-14=0/980, 5-16=-217310, 7-i6=-217310. 3-15=-1641272, 9-12- 164/272, 3-14=-766/132, 9-13=-766/131 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=256; 8=45ft; L=341t; save=46; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-9-13. Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVI-PI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsi 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) Ceiling dead load (7.0 psi) on member(s). 4-5, 7-8, 5-16, 7.16; Wall dead load (S.Opsf) on member(s).8-13, 4-14 9) Bottom chord live load (40.0 psi) and additional bottom chord dead load (10.0 psi) applied only to room. 13-14 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 11) Attic room checked for U360 deflection. LOAD CASE(S) Standard Truss - Truss Type.. 'Oty ,Ply IDus1m7u4(ID)RP i4 t- 8116247 ID1 Ail[sill Run: 8.110 s Jun 13 2017 Print. .8.110 s le Reference 132011ional 7 MTek Industries, Inc. Fr -Snake River Truss 8 Components, ldldaho Falls. ID 83401, Robin Pe 14 43 08 2017 - 9 ID XEEI odPhA22112 0 SGR APS-r%xV9WvGNHOOHmXw7MN55uIgGT(uU6yE9Ci Liyy9dk 133$ 22412 -I�-O 6-104 _ 1gl5101 12-5-1 1 17-0-0 2088 151117 27-1-12 34-00 _ 5135-6-0. -6 0 66-10 4 5-05 n5 3-8.8 3-8-8 6. 5 5-00 6-10-4 1-6-0 0-9-15 5x6- 0-7-5 75 Scale = 1:70.6 2x411 7x8= 7x8= 2011 r 23182 257-112 4-0-0 5 2- 00 3 611004 0 6-10.4 Plate Offsets (X Y)-- [2:0-6-0,0-0-4], [3:0-4-0,0-3-41, (4:0-2-0.0-0-01.518:0-2-0 0-0-01 [9:0-4-0,0-3-41, [10:0-6-0.0-0-41.[13:0-2-12 Edge] (14:0-2-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/def! Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.51 Vertft-Q -0.3614-15 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.73 Vert(TL) -0.48 14-15 >839 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.08 10 Fila We BCDL 8.0 Code IRC2012rrP12007 Matrix -R Wind(LL) -0.1114-15 >999 240 Weight:2231b FT=O% LUMBER- BRACING- RACINGTOP TOPCHORD 2x6 DF 1800F 1.6E *Except` TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. TI: 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 DF 1800F 1.6E *Except* JOINTS 1 Brace at Jt(s): 16 62: 2x8 DF SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std'Except* be installed during truss erection, in accordance with Stabilizer W4:2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr Installation guide. REACTIONS. (Ib/size) 2=2119/03-8 (min. 0-2-4), 10=211910-3-8 (min. 0-2-4) Max Horz2- 201(LC 10) Max Grav2=2137(LC 18), 10=2137(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-314310, 3-17= 301610,3-4=-278310.4-5=-2067/0,5-18=-323/51,6-18- 291/69, 6-19=-291/69, 7-19=.323151, 7-8=-2067/0, 6-9=-278410, 9-20=-306/0, W-20=-3143/0 BOT CHORD 2-15=012602, 14-15=0/2601.13-14=012249, 12-13=0/2450,10-12=012451 WEBS 8-13=0/981,4-14=0/980,5-16=-2173/0,7-16=-2173/0,3-15=-164/272, 9-i2=-164/272, 3-14=-766/132,9-13=-766/131 NOTES- 1) OTES1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2pst; BCDL=4.2ps1; h=258; B=45ft; L=34ft; eave=4ft; Cat. Il; Exp B; enclosed; MW FRS (directional) and C -C ExteFIDT(2) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • 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. 5) Ceiling dead load (7.0 psi) on member(s). 4-5, 7-8, 5-16, 7-16; Wall dead load (S.Opsf) on member(s).8-13, 4-14 6) Bottom chord live load (40.0 psi) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI I. 8) Attic room checked for U360 deflection. LOAD CASE(S) Standard lJab iTa s' 'Tmss Type 11 Qty IPly 0usrn7114iiD)RP {{ I t 181162.17 - - I D4 _ (Common L Job Reference (optional) Snake River Truss 8 Components. Itlaho Falls. 10834nt Robin Pelhngtll - qun 8116 s Jun 73 20q Pr nl 8 I10 s Jun 13 2017 M,Tek Intluslnes. Int _ 33-9-8 li-6-8 6x8 i 4 2x4 11 3x4= 3x8= 3x4= 2x4 11 7 &6- 17-0-0 oce 25-3-0 33-9-8 1 L67 1 Scale - 1:69.8 Plate Offsets (X,Y)-- 12:0-4-5.0-0-91, 12:0-0-7,0-0-41, 13:0-5-0 0-3-01 14:0-5-7 0-3-01 16:0-1-12,0-1-81,8:0-4-2.0-0-11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.18 2-13 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.60 Veq(TL) -0.37 2-13 >999 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.11 8 n/a n/a BCDL 8.0 Code IR02012/TP12007 Matrix -R Wind(LL) -0.08 2-13 >999 240 Weight: 169 lb FT=0 LUMBER, TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr WEBS 2x4 DF Stud/Sid WEDGE Left: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Sid 5-1-3 REACTIONS. (Ib/size) 2=1868/0-3-8 (min. 0-2-0),8=1712/0-3-8 (min. 0-1-13) Max Horz 2=199(LC 11) Max Uplifl2_ 143(LC 12), 8=-96(LC 12) BRACING TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11,6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES, (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-2536/166, 3-14=-2343/203, 3-15=-1750/198, 4-i5=-14151233, 4-16=-1507/238, 5-115—A547/218, 5-6=-17391203, 6-7=-2115/215. 7-17=-2321/191, 8-17=-2454/190 BOT CHORD 2-18= 7911986, 13-18=-79/1986, 13-19— 80/1962, 12-19= 80/1982, 11-12=-80/1982, 10-11=-7611876, i0-20= 76/1876, 9-20=-76/1876, 9-21=46/1876, B-21=-76/1876 WEBS 3-13=0/378, 3-11=-86i/149, 4 -ii= -98/1044, 6-11=-835/145, 6-9=0/367 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL-4.2psf; h=258; B=4511; L=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7-0 to 1-9-9, Imerior(1) 1-9-9 to 17-0-0, Exterior(2) 17-0-0 to 20-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ` 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift atjoint(s) 8 except Qt=1b) 2=143. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard r L9b Truss (Truss Type - - 'Oty ;Ply �11fi2 7 105 HIP 't Snake River Truss &Components. Idaho Falls. 1D 83401. Robin Petungill Ron. 8.1105 Jun 132 ID:XEEtyodPhAsEvt 1-6-0 8-0-10 16-0-6 7-11-1 25-8 1-6-0 8-0-10 7-11-12 --1-11-4 7-9 5x6 = 5x6= 8.00 12 5 c NM O 'Dgs1in711411D)RP 11 2x4 11 3x4 =3x4 2x4 II 5x10 MT20HS= Scale = 1:72.9 LOADING (pat) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012lrP12007 T. TC 0.77 BC 0.51 INS 0.36 Matrix -SH DEFL. in Vert(LL) -0.13 Vert(TL) -0.28 Horz(TL) 0.10 Wind(LL) -0.06 floc) Vdetl Ud 2-15 1999 360 2-15 >999 240 9 n/a We 2-15 >999 240 PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 194 lb FT=O% LUMBER- BRACING. TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF I S00F 1.6E or 2x4 DF No.1 &Btr 2-0-0 oc purlins (5-4.4 max.): 5-6. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEDGE WEBS 1Row at midpt 3-13,5-11.7-11 Left: 2x4 DF Stud/Sid MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x4 DF Stud/Std 4-9-11 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1868/0-0-0 (min. 0-2-0).9=171210-3-8 (min. 0-1-13) Max Horz 2=189(LC 11) Max Uplift2=-143(LC 12), 9= 96(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2562/190, 3-16=-22771225, 3-4=-1 8 17/2 16. 4-1 7=-i 665/227, 5-17=-1601/250, 5-6=-1 3271252, 6-18=-I 6051256, 7-18=-1806/224, 7-8=2153/233, 8-19=-2339/21 0, 9-19=-24751209 BOT CHORD 2-20=-10811972,15-20=-10811972, 15-21- 108/1972, 14-21=-108/1972, 13-14=-108/1972, 12-13=0/1324,11-12=0/1324,11-22=-97/1899,10-22=-97/1899,10-23= 96/1900, 9-23=-96/1900 WEBS 3-15=0/341,3-13= 828/154,5-13- 47/544, 5-11=.922/345,6-11=-72/551,7-11=-789/151, 7-10=0/330 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf: h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B: enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-9-9, Interior(1) 1-9-9 to 16-0-6, Exterior(2) 16-0-6 to 17-11-10, Interior(1) 22-9-0 to 33-9-8 zone; cantilever lett and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.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, with SCDL = 8.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) 9 except 01=11b) 2=143. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11 A and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard o1TrussJb1TNSS Type. Girder -- Snake River Truss 9 Components, Idaho Falls, ID 83401, Robin Pellingill -2-6-e oty Ply Drsin7/14(113)PP Scale -1:13.7 3 Plate Offsets (X V)-- 12:0-0-0 0-1-151 12:0-1-14 0-4-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.61 Verfl-L) -0.00 2-4 >999 360 MT20 220/195 TCDL 6.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.01 24 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(fL) -0.00 4 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -P WincILL) 0.00 2 "" 240 Weight: 171b FT=O% LUMBER - TOP CHORD 2x4 DF i800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 7.6E or 2x4 DF No.1 &Bir WEBS 2x4 DF Stud/Sid WEDGE Left: 2x4 DF Stud/Std REACTIONS. (Ib/size) 4=45/Mechanical, 2=521/0-8-3 (min. 0-1-8) Max Horz 2=53(LC 5) Max Uplih4= 8(LC 5), 2=-i 19(LC 8) Max Grav 4=78(LC 21), 2=521 (LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 13=451t; L=24ft; eave=4fl; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical Teff and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except 01=1b) 2=119. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802A0.2 and referenced standard ANSVTPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ib down and 23 Ib up at 3-4-7 on top chord, and 201b down at 3-4-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=-86,2-4=-16 Concentrated Loads (lb) Vert: 4=-9(F) iTruss N95�ypa �thZ3lY 1�Y Dusl n7//4(10)RP --- — - 717 - CRI IAGONALHIP GIRDER I1 1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-03, 2-11= 8, 8-10= 8 Concentrated Loads (lb) Vert: 9=-95(F) 6=-85(F) 13=-3(B) 15=-86(F=-7, 8=-79) 16=-117(8) 17=-151(F) 18=-10(B) 19=-8(F) 20=-1 90(F=- 97, B=-93) 21=-1 98(B) 22=113(F) Truss Tmss Type GRI - DIAGONAL HIP GIRDER _ -2-6-0 2-9-11 r-- 2-6-0 2-9-11 --- Qcy Ply DusllnWAHP)RP I } 2x4 Scale -1:35.1 7 �� 3X4- 2X4 11 3X8 0.0-8 2-9-11 5-7-3 9-2-13 13-2-0 IQ Plate Offsets (X Y)-- [2:0-0-0 0-1-151 [2:0-3-6 Edgel [5:0-1-12 0-i-8] [7:0-2-0,0.0-81,[8:0-1-12,0-1-61, r10:0.5-8 Edgel LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.06 9-10 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.11 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 HorziTL) 0.05 8 n1a n/a BCDL 8.0 Code IRC2012/7PI2007 Matrix -R Wind(LL) 0.03 9-10 >999 240 Weight: 74 lb FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF ISOOF 1.6E or 2x4 DF No.1 &Btr *Except* B2: 2x4 DF Stud/Std WEBS 2x4 OF Stud/Std WEDGE Left: 2x4 DF Stud/Sid REACTIONS. (Ib/size) 8=1055/Mechanical, 2=772/0-8-3 (min. 0-1-8) Max Horz2=74(LC 18) Max Uplift8=137(LC 5), 2=-90(LC 8) BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1042181. 3-13=-1 899/164, 4-13=-18841162, 4-14=-1880/163, 5-14=-1878/160, 5-15=-1112/128,6-15=-102511 19 BOT CHORD 2-12=-108/865. 5-10=-28/464,10-20=-2051844, 9-20=206/1837,9-21=-130/994, 21-22=-130/994. 8-22=-1301994 WEBS 3 -i2= -376166,10-12=-105/8l5, 3-10=-961885, 5-9=- 907/81, 6-9=-26/680, 6-8=-12181142 NOTES - 1) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psi; BCDL=4.2ps1; h=25ft; B=45ft; L=24ft; save=4ft; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; and vertical lett and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(e) 2 except 01=11b) 8=137. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 23 Ib up at 3-3-4, 32 Ib down and 23 Ib up at 4-3-14, 79 Ib down and 40 Ib up at 6-7-4, 321b down and 17 Ib up at 6-9-14, 85 Ib down and 42 Ib up at 9-3-14, and 117 lb down and 561b up at 9-11.4, and 151 Ib down and 60 Ib up at 11-9-14 on top chord, and 21 Ib down at 3-3-4, 19 lb down at 4-3-14, 93 Ib down at 6-7-4, 97 Ib down and 27 lb up at 6-9-14, 951b down and 181b up at 9-3-14, and 198 Ib down and 14 Ib up at 9-11-0, and 1131b down and 14 Ib up at 11-9-14 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) 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 i) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Jop 0116217 Snake River Truss 8 Compos Truss ,.ITruss Typ®:-�Qry 1ply C1G Il CommonSupponed6abk . 1 1 - 1 4x4= 8 14(ID)RP erence (optional) s Jun 132017 MiTek Industries, Inc. Fri Jul 1410:43:0520I7 Page I 'S-RQBos7TOzSvs9gl yF_ogUpMOeFoEHsVoTEU5kOyy9da 23-6-0 1-6-0 Scale = 1:50.9 27 26 25 24 23 22 21 20 19 18 17 16 3x4 = 5 I': LOADING (psf) SPACING- 2-0.0 CSI. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. DEFL. in floc) Wall Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 15 n/r 120 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 15 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 14 n/a n/a BCDL 8.0 Code IRC2012rrP12007 Matrix -R Weight:128lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std Installation Quicle. REACTIONS. All bearings 22-0-0. (Ib) - Max Horz 2=-131(LC 10) Max Uplift All uplift 1001b or less at joint(s) 2, 22, 23. 25, 26, 27, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 Ib or less at joints) 21, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 except 2=312(LC 1), 14=312(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. If; Exp B; enclosed; MW FRS (directional) and C -C Corner(3) -1-7-Oto 1-5-0. Exterior(2) 1 -5 -Oto 11-0-0, Comer(3) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 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 fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 14. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802A0.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard s Type - - Cry_Ply non Structural Gable I Run: 8.1 to s Jun 13 2017 P ID:XEEtyodPhASEvLK2s0p; 3-8-0 7.4-( 3-8-0 3-8-( 4x4 Scale - 1:21.2 Plate Offsets (X,Y)-- 12:0-0-7,0-0-41,12:0-4-5,0-0-91,14:0-0-7,0-0-4L f4:0-4-5,0-0-91 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 2-6 >999 360 MT20 220/195 TODL 8.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.01 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IR02012lTP12007 Matrix -P Wind(LL) -0.00 2 >999 240 Weight: 35 lb FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t &Blr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std REACTIONS. (Ib/size) 2=508/0-3-8 (min. 0-1-8),4=50810-3-8 (min. 0-1-8) Max Herz 2=55(LC 11) Max Uplift2= 65(LC 12), 4=-65(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-358/18, 11-12=331/18, 13-14=-331/18, 4-14=-358/18 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2ps1; BCDL=4.2psf; h=25ft; B=45it; L=24ft; save=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(i) 1-5-0 to 3-8-0, Exterior(2) 3-8-0 to 6-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 pat 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 65 Ib uplift at joint 2 and 65 Ib uplift at joint 4. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Lob El Truss ITmss Type' - OtY, Ply Dusltn7(14gD)RP B116217 IBI Common 3 I Job RaJun�o I�iona>t� snake River Truss a Components. Idaho Falls ID 83401, Rabin Put ingJl Run: ea 10 s Jun 132017 Print. 8.1100 s Jun 132017 MiTek Intluslr es, Inc Fri Jul 1410.43:042017 Pagel I D.XE Etyod PhAsEvLK2sOpSGRyyAPS-zEdOftITOCen?YgSmhHHRxcgCzrsbYRVe EakYCxyy9dt -1603-8-0 3-8-0 7-4-0 1-6- 3-8-0 3-8-0 1 4x4 = 67 LOADING (psf) SPACING- 2-0-0 TCLL 35.0 Plate Grip DOL 1.15 TCDL 8.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 8.0 Code IRC2012/TP12007 WB 0.06 CSI. DEFL. in (loc) I/def! Ud TC 0.21 Vert(LL) -0.00 2-5 >999 360 BC 0.11 Vert(TL) -0.01 2-5 >999 240 WB 0.06 Horz(TL) 0.00 4 n/a n/a Matrix -P Wind(LL) -0.00 5 >999 240 PLATES GRIP MT20 220/195 Weight: 29 lb FT = 0 Scale= 1:21 A LUMBER- BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std Installation guide. REACTIONS. (busize) 2=526/0-3-8 (min. 0-1-8), 4=341/0-3-8 (min. 0-1-8) Max Horz 2=52(LC 11) Max Uplift2= 72(LC 12), 4=-1 31LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-388/27,6-7=-360/31.3-7=-273/41,8-9=-273/30.4-9=-347/24 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2pst; BCDL=4.2psf; h=25ft; B=45ft; L=2411; save=4ff; Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0. Interior(l) 1-5-0 to 3-5-0, Exterior(2) 3-8-0 to 6-8-0 zone; cantilever left and right exposed ; end vertical left and right axposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 Ib uplift at joint 2 and 13 Ib uplift at joint 4. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Truss Type 162-17- IA2 ICOMMON 15 - I 1 I ' -1-6-0 6-0-0 6-00 _ 1-6-0 6-0.0 4x4 = 3x6 �I anY— ' 3&-01 a8e0 � Scale - 1:30.8 Plate Offsets (X,Y)-- f2:0-0-4,0-0-71,(2:0-0-9,0.4-51 [2:0-3-0,0-0-1 ] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Waft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TO 0.48 Vert(LL) -0.13 5-8 >750 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.34 VerTTL) -0.31 5-8 >305 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.03 2 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -MP Wind(LL) -0.06 5-8 >999 240 Weight: 37 lb FT=O% LUMBER, TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 OF Stud/Std REACTIONS. (Ib/size) 2=550/0-5-8 (min. 0-1-8), 5=387/Mechanical Max Herz 2=113(LC 11) Max Uplift2— 66(LC 12), 5— 20(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-261/37 WEBS 3-5=-256/89 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IMiTak recommends that Stabilizers and required cross bracing binstalled during truss erection, in accordance with Stabilizer installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2ps1; BCDL=4.2ps1; h=25f ; B=45ft; L=24ft; eave=4h; Cat. Il; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(i) 1-5-0 to 6-0-0, Exterior(2) 6-0-0 to 7-10-4 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 Ib uplift at joint 2 and 20 Ib uplift at joint 5. 7) This truss is designed in accordance with the 2012 International Residential Coda sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Turas Type 61162-17 1AIG Sdssor Structural Snake River Truss & ComponaNs. Idaho Falts. 1083401. Robin Petlingill -1-6-0 6-0-0 t-6-9 64 -0 -- LOADING -00 - 4x4 — Scale = 1:28.5 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING- 2.0.0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr VES Code IRC2012/TPI2007 CSI. TC 0.29 BC 0.18 WB 0.20 Matrix -R DEFL. in Vert(LL) -0.03 Verti -0.06 Horz(TL) 0.03 Wind(LL) -0.01 (loc) I/dell Ud 6-8 >999 360 6-8 >999 240 6 n1a n/a 2-8 >999 240 PLATES GRIP MT20 220/195 Weight: 62 lb FT=O% LUMBER. BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 DF Stud/Sid MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Stud/Sid be installed during truss erection, in accordance with Stabilizer SLIDER Left 2x4 DF Stud/Std 3-6-10, Right 2x4 DF Stud/Std 3-6-10 Installation guide. REACTIONS. (Ib/size) 2=747/0-5-8 (min. 0-1-8), 6=747/0-5-8 (min. 0-1-8) Max Horz2=-79(LC 10) Max Uplift2= 77(LC 12), 6= 77(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17= 981/44, 3-17=-861/55, 3-4=-802/70, 4-5— 802/63, 5-18=-861/48, 6-18=-981/37 BOT CHORD 2-8=0/702, 6-8=0/702 WEBS 4-8=0/447 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ff; B=45ft; L=24ft; eave=411; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(i) 1-5-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable. or consult qualified building designer as per ANSVTPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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 fall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joints) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 2 and 77 Ib uplift at joint 6. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSViPI 1, LOAD CASE(S) Standard 162.17 AI LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 6=4388(6) 7=-1597(B) --- Y. ➢fY Pe- WiP7114(iD)RP - Giiaer I 1 _.,., _1 2 Job Reference Tonal _ IIell Truss Truss Type. ell6217` At Common Girder Snake RNer Truss 8 Components, Idaho Falls, 10 83401, Robin Pelhngill -1-s-o s-0-0 s -1-e 12-u-0 1-6-0 1 6-0-0 2-1-8 + 3-10-8 4x4 = Scale= 1:27.7 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2012/TP12007 CSI, TC 0.30 BC 0.68 WB 0.39 Matrix -R DEFL. in Vert(LL) -0.06 Vert(TL) -0.09 Horz(TL) 0.02 Wind(LL) 0.02 (loc) Well L/d 5-6 >999 360 5-6 >999 240 5 n/a n/a 5-6 >999 240 PLATES GRIP MT20 220/195 Weight: 114 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins. BOT CHORD 2x6 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.t&Bir *Except* W2: 2x4 DF Stud/Std REACTIONS. (Ib/size) 5=4939/0-5-8 (min. 0-2-10),2=2379/0-5-8 (min. 0-1-8) Max Horz2=76(LC 7) Max Uplift5=-389(LC 8), 2= 227(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3446/300.3.4=6184/550, 4-5=-6559/533 BOT CHORD 2-6=-181/2672.6-7=-385/5162,5-7=-385/5162 WEBS 3-6=-452/5596,4-6=-126/558 NOTES i) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 4-6 2x4 - 2 rows staggered at 0-3-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; save=4ft; Cat. ll; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 389 lb uplift atjoint 5 and 227 Ib uplift at joint 2. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 4388 Ib down and 412 lb up at 8-1-8 , and 15971b down and 106 Ib up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=-86. 3-5=-86, 2-5=-16 Continued on page 2 Job - Truss (Truss Type: B 1162 19 ' 06 iMonopilch Snake Rive, Tessa & Compone its Idaho Falls 1683401 Rob , PPllmgtll 1-6-0 1 6-0 ----_.. Oty Ply: BLslin7/lallB)FlP - I - ,]Job Reference (0 17 M,T ) Run' 8.1lbd Jm1132d17sGp91 ySJon-q E IMTekla1GDIh Ina Lj Jull41e:4314201i Page ID:HEEtyodPhASEvLK2sOpSGRyyAPS-g9ECICagsDlalCDhGN5nLlEmltquugc7%894ZMyy9dP G 1 -i 12-5-8 .. - 6.1-7 -. i -. 6-4-1 _ Scale = 1:49.E 3x4 8.00 12 5 2x4 11 Plate Offsets(X,Y)-- [2:0-0.4,0-0-71,[2:0-0-9,0-4-5],[2:0-3-0,0-0-1] [3:0-1-120.1.8] (6:0-1-80-1-81 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.03 6-7 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.24 Vart(TL) -0.06 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 6 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) -0.03 6-7 >999 240 Weight: 671b FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Bir BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 OF Stud/Sid WEDGE Left: 2x4 DF Stud/Sid REACTIONS. (Ib/size) 6=610/0-5-8 (min. 0-1-8),2=780/0-3-8 (min. 0-1-8) Max Horz 2=241 (LC 9) Max Uplift6=-74(LC 9), 2= 69(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-762/60.3-8=-568187 BOT CHORD 2-7=-186/506,6-7=-186/506 WEBS 3-7=0/252,3-6=-592/132 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) OTES1) Wind: ASCE 7-10; Vult=115mph 13 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf: h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 123-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 6, 2. 5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI I. LOAD CASE(S) Standard Joh Truss 'Tnlss Type Fly Ply IDu40nVMJID)RP _ 81162-17 D7 - Fair Hu 1 I ., _ Job Reference (opuonaq Snake River Truss 8 Components. Idaho Falls, 1083401, Robin Peltingi0 Ru EEtya0 s Jun 132017 Print Ryy 5 Jun 132017 fIdW9Industries, Inc. Fri Jul 1410:43:1520 V Page 1 ID:XEEtyodPhAsEv-K2sOpSGRyy 12-5-- P 2 5-SLoazYbldW9RMMotgS_Ouwn?sHAZdlpGmovd5pyy9dC -1-6-0 5-9-10 11-6-6 0-11-$ F 1-6-0 1 5-9-10 �--- 5-8-12 �-3 8x12 MT20HS= 2x4 11 rxu= 8-9-10 12-5-8 8-9-10 8-7-14 Scale = 1:50.1 Plate Offsets(XY)— L2:0-0-4,0-0-71,[2:0-0-9,0-4-51,[2:0-3-0,0-0-11. [3:0-1-120-1-81 [4:0-9-8Edge1[4:0-0-00-1-0] [5:0-1-120-0-01 end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. LOADING (psi) SPACING 2-0-0 WEBS CSI. DEFL. in floc) 1/deil Vd PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.03 6-7 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.07 6-7 >999 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.01 6 n/a n/a BCDL 8.0 Code IRC2012ITP12007 Matrix -R Wind(LL) 0.02 6-7 >999 240 Weight: 76 lb FT=O% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std REACTIONS. (Ib/size) 6=620/0-5-8 (min. 0-1-8), 2=765/0-3-8 (min. 0-1-8) Max Horz 2=224(LC 11) Max Uplift6— 80(LC 9), 2=-70(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-747158,3-S=-613/84 BOT CHORD 2-7=-183/495,6-7=-1831495 WEBS 3-6=-546/115,4-6=-446/336 BRACING- RACINGTOP TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psF h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7.0 to 1-5-0, Interior(1) 1-5-0 to 11-6-6, Exterior(2) 1 i-6-6 to 12-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat 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 Ib uplift at joint(s) 6, 2. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSV/ PI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job -(Truss huSSTypo 7�1Oty Ply JOusll IB7152 t7 �Dr, I �HaN HIp , 1 Job Snake Rrver Truss& Components Idaho Falls lb 83401, Robin Pellinglll Run:h1105Jun132�17Pnn1.8.- Scale= 1:42.3 44— 3x4= JX0= 3x411 10-0-6 12-5-8 J 10-0-6 2-5-2 Plate Offsets(XY)-- [2:0-2-80-0-11 [2:0-0-90-4.51 [2:0-0-40-0-7] [4:0-2-0,0-1-121,15:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Met PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TO 0.38 Vert(LL) -0.17 2-7 >860 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 Be 0.39 Vert(TL) -0.38 2-7 >384 a24 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 6 n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) -0.02 2-7 >999 Weight: 75 lb FT=0 LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1 &Btr BOT CHORD 2x4 DF 1 GOOF 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 OF Stud/Std WEDGE Left: 2x4 OF Stud/Std REACTIONS. (Ib/size) 6=610/0-5-8 (min. 0-1-8),2=780/0-3-8 (min.0-1-8) Max Horz 2=197(LC 11) Max Uplift6= 74(LC 9), 2— 74(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-747184,3-8=-644/106,3-9=-374/71, 4-9=-250/92,5-6=-637/I26 BOT CHORD 2-7=-217/517 WEBS 3-7=-383/135,5-7=-157/627 BRACING- TOP RACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) OTES1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IR02012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 13=4511; L=24ft; eave=4ft; Cat. II; Exp B; enclosed: MW FRS (directional) and C -C Exterior(2) -1-7.0 to 1-5-0, Interior(1) 1-5-0 to 10-0-6, Exterior(2) 10-0-6 to 12-3-12 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi 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 Ib uplift atjoint(s) 6, 2. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and 8802.10.2 and referenced standard ANSVTPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1i Truss - Truss Typo 6217 D9Hall Hip i .- axe River Truss 8 co 1__-'- --- -`--'— components Idaho Falls. ID il0401, Robin Petlinglll , _ 1-6�043-10 14-0 4-3-10 Qly Pyr DUSM7/14(10)RP job Reference (gpaonal) Ifos Junl32017Pfin1.6.1106J1,nf32017 MTek W&slri Saw -F Ju114f0:4316201 Pagel PhAsEVLK2sOpSGRyyAPS-eYMyAue NgHl WN3OoVFQ8JC7hVDMDkQ?SeAdFyWdP. _ 7258 Scale = 1:36.5 4x4= 3x4= ono - Plate Offsets (X,Y)-- 12:M-0 0-0-11 [2:0-0-9,0-4-51, r2:0-0.4,0-0.71. [4:0-2-0,0-1-121 LOADING (poll SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.09 2-7 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.20 2-7 >714 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 6 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) -0.01 2-7 >999 240 Weight: 70 lb FT=O% LUMBER - TOP CHORD 2x4 DF 1800E 1.6E or 2x4 DF No. 1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Sid WEDGE Leh: 2x4 DF Stud/Sld REACTIONS. (Ib/size) 6=610/0-5-8 (min. 0-1-8), 2=780/03-8 (min. 0-1-8) Max Herz 2=170(LC 11) Max Uplift6=-75(LC 9), 2= 77(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-773/86, 3-8— 679/105, 3-4= 469/96, 4-9=309/108, 9-10=-311/108, 5-10=-313/108, 5-6=592/146 BOTCHORD 2-7=-217/541 WEBS 3-7=-290/i 12, 5-7=-i 40/540 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2pst; BCDL=4.2psf; h=2511; B=4511; L=2411; save=4h; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7-Oto 1-5-0, Interior(i) i -5 -Oto 8-6-6, Exterior(2) 8-6-6 to 123-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost 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 1001b uplift at joint(o) 6, 2. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard b (Truss (Truss Type _ (a Ply Dus1inVl4PD)RP 16217 D9G Hall Hip SupWrletl- I.Inh Ralaranrn /nntin call 12-5-8 - Scale= 130.E 4x4= LOADING (psi) SPACING 2-0-0 CSI. DEFL. in floc) Wait Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(If 0.00 1 n/r 120 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 1 n/r 120 BCLL 0.0' Rep Stress lncr YES WB 0.09 Horz(TL) 0.00 10 n/a We BCDL 8.0 Code IRC2012/TP12007 Matrix -R Weight: 73 lb FT=0 LUMBER- BRACING- RACINGTOP TOPCHORD 2x4 OF 180OF 1.6E or 2x4 DF No.t&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 1 BOOF 1.6E or 2x4 DF No.1&Btr end verticals, and 2.0-0 oc purlins (6-0-0 max.): 6-9. WEBS 2x4 OF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Stud/Std MiTek recommends that Stabi izers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 DF Stud/Std Installation guide. REACTIONS. All bearings 12-5-8. (lb) - Max Horz 2=144(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 13.14.15. 16.12, 11 Max Grav All reactions 250 Ib or less atjoint(s) 10, 13, 14, 15, 16, 12, 11 except 2=285(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=115mph (3 -second gust) V(IRC2Oi2)=91 mph; TCDL=4.2psf; BCDL=4.2ps1; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp B; enclosed: MW FRS (directional) and C -C Corner(3) -1-7-0 to 1-1-8, Exterior(2) 1-1-8 to 7.1-8, Corner(3) 7-1-8 to 10-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10, 2, 13, 14, 15, 16, 12, 11. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrTPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard {{Job Truss ITnrss Type [El Common Snake River Tmss & Components. loans Falls. ID 83401 Robin Pelltngll -1-6-0 6 -n -C. 1-6-0 6-0-0 I11 OtY PIY=. Rustin7/1411D m, _L Jbb Reference (optlonalL hun: 8.110 s Jun 132017 Print 6.110 s Jun 13 2017 MiTek lntlusmeS Hc. Fri J.l l4 10.43.18 2ol7 Pagel ID:XEEtyodPhAsEVLK2sOpSGRyyAPS �ZwTlbadAvRXODpXSVDXIVZPZCVCVglQiSm7Hisyyodt, 12-0-0 13-60 6-0-0 i -s -b Scale: 1/2'=1' 4x4= 13 Ic c Plate Offsets (X Y)-- [3:0.2.0,0-2-81 LOADING (psi) SPACING 2-0-0 CSI. DEFL. in floc) I/dell Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Verilf -L) -0.03 2-6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.20 VertfTL) -0.07 2-6 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.10 Horz(TL) 0.01 4 Fla rl BCDL 8.0 Code IRC2012lrP12007 Matrix -R Wind(LL) 0.01 4-6 >999 240 Weight: 43 lb FT=0 LUMBER - TOP CHORD 2x4 DF 18001' 1.6E or 2x4 DF No.1 flair BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.I &Bir WEBS 2x4 DF Stud/Sid REACTIONS. (Ib/size) 2=744/03-8 (min. 0-1-8), 4=744/0-3-8 (min. 0-1-8) Max Horz2=-49(LC 10) Max Uplifi2= 71i 12), 4— 78(LC 12) 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-7=-840/83, 7-8=-733/92, 3-8=-727/103, 3-9=-727/103, 9-10=733/92, 4-10— 840/83 BOT CHORD 2-6=-10/650, 4-6=-10/650 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2psf; h=25R; B=45f1; L=24ft; eave=oft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-5-3, Intl iorfl) 1-5-3 to 6-0-0, Extri ior(2) 6-0-0 to 9-0-0 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.01 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2012 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.., 10116217 IE1G Common Svuctural Gable Snake Rrver Tmss 8 Gom{wnenls. Idaho Falls. ID 83401 Robin Pelting II D -1 -6d1 E 0-0 4x4= 3 Oty 1Ply Dusln7/14aD)RIP � .. 1 1 1 (Job Reference (optional) 110 5 A n'13 2017 Pnni 6.110 6 Jun 13 2017 Uffek Induslnes. Inc. Fn Jul 14 10.43.18 2017 Pa@@e 1 /odPhAsEvLK2sOpSGRyyAPS-7wTlbad.AvRXODpXSV DXIVZPZCVCVglQiSm7HiSyyadP 12-00---13-6-0 o. s_0--- .--_ -�. 1-6-0 -I Scale: 1/2'-l' �C C LOADING (psf) SPACING 2-0.0 CSI. DEFL. in Vert(LL) -0.03 (IOc) I/dell Ud 2-6 >999 360 PLATES GRIP MT20 220/195 TOLL 35.0 TCDL 8.0 Plate Grip DOL 1.15 Lumber DOL 1.15 TC 0.35 BC 0.20 Vert(TL) -0.07 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Matrix Horz(TL) 0.01 Wind(LL) 0.01 4 n/a We 4-6 >999 240 Weight: 501b FT=O% BCDL 8.0 Code IRC2012/FPI2007 -R LUMBER- TOP CHORD 2x4 DF 1 SOOF 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bb BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stui MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Stud/Sid be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=744/0-3-8 (min. 0.1-8), 4=744/0-3-8 (min.0-1-8) Max Horz 2- 49(LC 10) Max Uplift2=-78(iC 12), 4= 78(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15= 840/83, 15-16=-733/92,3-16=-727/103.3-17= 727/103,17-18=-733/92, 4-18=-840/83 BOT CHORD 2 -6= -I0/650,4 -6=-I0/650 NOTES. I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psl; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 1-5-3, Interior(t) 1-5-3 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/FPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi 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 Ib uplift at joints) 2, 4. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/FPI 1. LOAD CASE(S) Standard ITruSs I!!I'�TlvssYype b118217'Y4i ,`�-' ff2 �''' Id4mmon Gude( Oty ��- Sngke RiverTruss 8 Componenls,ldalroltlaF o Falls. 10 83401, Robin Patin gill qun: B.i to S Ju - ID:XEEtyod 2 4x4 = 3 Iy DusLn7/14(I1))RP 2 Job Reference (optional) Scale = 1:21.4 4x4= 4x4= Plate Offsets (X,Y)-- [1:0-2-8.Edgel, [2:0-2-0.0-1-12L [3:0.2-8 Edgel [4:04.11 0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.07 4-5 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.11 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 3 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.02 4-5 >999 240 Weight:105lb FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.I&Blr BOT CHORD 2x6 DF 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=3601/0.3-8 (min. 0-1-15),3=3854/0-3-8 (min. 0-2-1) Max Horz 1=38(LC 24) Max Uphill=-213(LC 8), 3= 227(LC 8) BRACING TOP CHORD Structural wood sheathing directly applied or 5-8.7 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=5702/345, 2-3=-5696/345 BOT CHORD 1-6= 266/5028, 6-7= 266/5028, 5-7= 266/5028, 5-8= 200/3615, 8-9= 200/3615, 4-9= 200/3615, 4-10= 266/5023, 10-11=-266/5023.3-11= 266/5023 WEBS 2-4=125/2669.2-5=-125/2699 NOTES- 1) OTES1) 2 -ply truss to be connected together with 1Old (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psi; h=25h; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads. 6)' This truss has been designed for a live load of 20.0ps1 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 atjoint(s) except 011=16) 1=213, 3=227. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVI-PI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10401b down and 70 Ib up at 1-2-12 , 1040 lb down and 70 lb up at 3-2-12, 1044 Ib down and 701b up at 5-2-12. 10441b down and 70 Ib up at 7.2-12, and 1044 Ib down and 70 Ib up at 9-2-12, and 1047 to down and 67 to up at 11-2-12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 IJP 'Truss— nussType 1Y IPIY Dusin7l74pD)RP Bl 162 B2 CammonGnaer -' II 1�Job Reference(0P1lonal)__ Snake Rner Truss 8 Components Idaho Falls. ID 83401 Ropm Pelling II Run. 8.110 s Jun 13 2017 Print 8110 s Jun 13 2017 M Tek Industries. Inc. Fri Jul 14 10 43 19 21)7 7 Payye 2 ID:%EEtyodPhAsFyLK2sOpSORyyAPS-16150weogitsu6e3W2y2mxkOuTRZ4IshQtrEayyOdIV LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-2=-86. 2-3=- 86. 1.3=-16 Concentrated Loads (Ib) Vert: 6=-1040(F) 7=-1040(F) 8=-1 044(F) 9=-1 044(F) 10=-1 044(F) 11=-1 047(F) b - Truss 'Truss Type 'Oty Ply DgsunAl4pD)RP 16247 F1 `1HIPORDER �'� !I _ 2 _Job Reference foopfiona) _ le'ke Rrver TrussBComponenis Itlaho Falls. ID 83401 Robm Peeltingdl - RU¢9110e Jun 1a 2017 Print. s Jun 132017 MTek6 ku, a lnc Fn Ju114104321201f Pagel 6.00 F12 3x4 i 4x6= 24 II 3x4= 5x6= 3 20- _4_ - - 5 6 3x4 7 W10 _- 3x4 Scale - 1:56.2 J 2x4 = 1 0 14 13 12 11 9 10 IY 14 21 22 18 23 24 17 25 26 15 27 28 157x10 MT20HS= 6x16 MT20HS= 3x8= 7x8= 3x4= 4x8= 4x4 11 6x6= 6x83x4 11 4x8 M18SHS-_= 4.09L12 6-0-4 F11-2-0 15-7-4 20-0-8 20-10 � 0 26-0-0 28.6-6 32-0-0 Plate Offsets (X,Y)- [7.0-9-0.0-1-5], 0-3-81.[16:0-1-8.0.1-81,118:04-0,0-4-81 [3.0-2-4,0-0-121, [6:0-3-0,0-1-12], [8:0-1-4.0-1-8], [9:0-6-1.0-0-8], [11:0-1.1,0-1-8]. [12:08-8,04-0], [13:0-3-810-4-8], [14:0.4 00-3-81. (15 Edge LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) 6.40 13 >942 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.98 Vert(TL) 6.67 12-13 >567 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress liner NO WB 0.68 Horz(TL) 0.33 9 n/a n/a M18SH8 220/195 BCDL 8.0 Code IRC2012ITP12007 Matrix -SH Wind(LL) 0.15 13 >999 240 Weight: 401 lb FT=O% LUMBER- BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD BOT CHORD 2x6 DF 180OF 1.6E *Except' B3: 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr, B5: 2x6 DF 240OF 2.0E BOT CHORD WEBS 2x4 DF Stud/Sid *Except' W7: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 01: 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=4404/Mechanical, 9=3736/0-5-8 (min. 0-1-12) Max Hoa 1= 87(LC 23) Max Upliftl= 396(LC 8), 9=402(LC 8) - FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8640/812. 2-3=-6942/732, 3-20=-6780/771, 4.20=-6784/770, 4-5=-7597/848, 5-6=-7619/650, 6-7=8340/897, 7-8=-1 0722/1072, 8-9=-1 4414/1356 BOT CHORD 1-21=-65717641, 21-22=-65717641,18-22=-657/7641.18-23=-65717641, 23-24=-657f7641, 17-24- 657/7641, 17-25=-520/6094, 25-26= 520/6094, 16-26- 520/6094, 16-27- 86/913, 27-28=-861913, i5-28=-861913,14-15=-741650.5-14=-635/68,13-14=-667/7328, 12-13=-88719656, 11-12_ 1 132/12545, 9-11=-I 178/13040 WEBS 2 -18= -34/1179,2 -17=-1749/155,3-17=-144/1874,3-16--161/1269,4-16=-1419/160, 14-16=-54816025, 4-114=-I 13/1236, 6-14=-1 61 /1534, 6-13= 22812420, 7-13=2413/229, 7-12=-90/1493, 8-11- 245/3064, 8-12=-3030/257 Structural wood sheathing directly applied or 2-2-5 oc purlins, except 2-0-0 oc purlins (5-0-4 max.): 3-6. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) OTES1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 04-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2pst; h=25ft: B=45ft; L=32f ; save=4ft; Cat. ll; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 fit between the bottom chord and any other members. 9) Refer to girders) for truss to truss connections. Continued on page 2 Job - -Muss -- `Twss Type _ -- - ,Oty TPIy pl Du9ln7l14nD)RP -- --- PI16217 IFt THIP GIRDER -I - G IIIJob Reference (oPlionall _. Snake Firver Tu ssFCompcnenls Itlaho Falls, ID 8a401 Robin Peulpg 11 n13 2017 Pnal Oir10,43212017 Pa ge2 ID:XEEtyudPhAsEvL1C2s0 SGRYYAPS-zV9Db93CMwa4HG1BL407B1Y2i1Y1z798kM IS y,8dl< ..NOTES 10) Bearing at jono(s) 9 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjoint(s) except (jt=1b) 1=396, 9=402. 12) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 Ib down and 36 lb up at 1-11-4, 371 He down and 36 lb up at 3-11-4, 371 Ib down and 36 lb up at 5-11-4, 371 to down and 36 Ib up at 7-11-4, 371 to down and 3616 up at 9-11-4, 371 Ib down and 64 Ib up at 11-11-4, 371 16 down and 64 Ib up at 13-11-4, 371 Ib down and 6416 up at 15-11-4, 371 Ib down and 64 lb up at 17-11-4, and 371 Ib down and 6416 up at 19-10-12, and 104216 down and 15016 up at 20-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=-86, 3-6=-86, 6-10=-86, 1-15=16, 11-14=-16, 9-11=-16 Concentrated Loads (Ib) Vert: 15=-371 (B) 18=-371(8) 13=-1 042(B) 21=371(B) 22=371(B) 23=-371(8) 24=-371(6) 25=-371(8) 26=-371(B) 27=-371(B) 28=-371(8) [Job--" _. Truss --_(TmssType. Qty Ply.- Disln711411D)RP 001162.17 F2 IHp Ud 1 II TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 - -- _---- - >806 - Job Reference(opuonal 220/195 6nak¢Rwer TrussBCompon¢nls Robin Pe Idaho Falls. 1083401 it ng 11 Run: 8. Jun 132017 Pnn181105 - . Jun 132017 MiTek Indo sines Irc. -Fn Jul 141043.222017 Pagel Ven(TL) -0.90 12-13 - - ID:XEEtyodPhAsEvLK2s0pSGRyyAPS-RhIERxhhzg2RiRgDk3cf9PZ6U6OTmM81NO5Vrvyy9dJ 1 - 744, 13-10-0 , 1820 20-0-8 24-38 28-6-8 30-0-0 32 0-0- 33-6-0. Horz(TL) 0.36 9 7-2-4 6-7-12 _ __ 4-4-0 1-10-8 4 3-0 4-3-0 1-5-8 2-0-0 1-6-0 5x6 = 8x10= Scale =1:56.4 i 5x6= 3x4= 4x8= 2x4 11 3x6 = 0 )g,4 LOADING lost). SPACING 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Ven(LL) -0.47 12-13 >806 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.90 Ven(TL) -0.90 12-13 >423 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.36 9 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.1412-13 >999 240 Weight: 173 lb FT=0 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr *Except' B3: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Sid'Except' W 8,W 10: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr REACTIONS. (Ib/size) 1=1613/Mechanical,9=1776/0-5-8 (min.0-i-14) Max Herz 1=-106(LC 10) Max Uplift1=-90(LC 12), 9=-139(LC 12) BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-12 oc purlins, except 2-0-0 oc purlins (4-7-15 max J: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14. WEBS 1 Row at midpt 3-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=-3026/296, 2-18=-2901/311, 2-19=-2214/267. 3-19=-2079/289, 3-4=-1832/292, 4-5=-2575/359, 5-20=-2666/320, 6-20=-2771/305, 6-7=-6420/542, 7-8=-5834/508, 8-21=-2851/278,9-21=-2923/271 BOT CHORD i-17=-19312585,16-17=-193/2585, i5 -16=-85/1B57.12-13=-265/3207, 11-12— 108/1674, 7-12=-266/58, 9-11— 201/2434 WEBS 2-17=0/275, 2-16=-834/126, 3-16=-Ii/478, 3-15=-292/250, 4-15=-1034/66,13-15=-4i/2146, 4-13=-161/1878, 6-13=979/148, 6-12=4 64/3021, 8-12=-339/4543, 8-11— 2443/179 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=258; B=45ft; L=32ff; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) D-0-1210 3-3-2, Interior(1) 3-3-2 to 13-10-0, Exterior(2) 13 -10 -Oto 18-2-0, Interior(1) 22-8-5 to 33-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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 Ib uplift at joint(s) 1 except ft=1b) 9=139. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502. 11.1 and R802.10.2 and referenced standard ANSI/!PI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Uob = iTruss 1TrussType — _ �Oty :'Pty- �Bus1 h]i1411o)RP - - B11621]�•v F3 IR601SPO1la1 - II _ __ - L- _ 'Job. Reference (optional) Slake Rrver Tmss&Com neills Idaho Falls 1083401 Robin Pelblgll Run:8110s Jun I3 e017 Punf 81105Jun 132017 MTek Indust 2es FIIJo1141043232017 Pagel ID:X EEtyodPhAsEvLK2sOPSGRyyAPS-wHceHhJk_AIKbP P Inc.Im7uCc6Ld WgpVrIRc22NLyy9d l , '17-f 011 150 794 —_-I_-_ 150-0 15101__- � __-__.__24-81 __ 32-0-0 336-0 1-6-0 -� 7S4 -- 7-2-12 0 10-1'1 2 0 0 6-9-7 7-3-15 1-6 0 Scale = 1:59.8 4x6 = 6 n0F1-9 4x6= 2x4 3x4= 3x8= 2x4 3x8 = LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC201 PJTP12007 CSI. TC 0.69 SC 0.57 WB 0.80 Matrix -R DEFL. in (loc) Vdefl L/d Vert(LL) -0.17 12 >999 360 Vert(TL) -0.32 14-15 >999 240 Horz(TL) 0.13 9 n/a n/a Wind(LL) 0.05 14 >999 240 PLATES GRIP MT20 220/195 II Weight: 165 lb FT=0 - LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 2-0-0 oc purlins (4-6-9 max.): 5-6. WEBS 2x4 DF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1763/0-5-8 (min. 0-1-14), 9=1763/0-5-8 (min.0-1-14) Max Horz 2=117(LC 11) " Max Uplift2=-137(LC 12), 9_ 137(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-16=-2897/222, 3-16=-27551249, 3-17=-2023/226.4.17=-1871/243, 4-5=-1704/213, - 5-6=-1804/257, 6-18=-2013/249, 7-18=-2014/238, 7-8=-21511227, 8-19=-2789/25i, - 9-19=-29221226 BOT CHORD 2-15=A31/241441, 14-15=-1 32/2441,13-14=-39/1759,12-13=39/1759,11-12=153/2473, 9-11=-153/2473 WEBS 3-15=0/306,3-14=-880!116, 4-14=-42/868, 5-14=-630/92,5-12=-190/367,6-12=0/355, 8-12=-7821107, 8-11=01280 NOTES- 1) OTES1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=I I5mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2pst BCDL=4.2psf h=25ft; B=45ft; L=32ft; save=4ft; Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-7-10. Interior(1) 1-7-10 to 15-0-0, Exterior(2) 15-0-0 to 21-1-1, Interior(1) 21-1-1 to 33-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt=1b) 2=137, 9=137. 7) This truss is designed in accordance with the 2012 International Residential Coda sections R502A 1.1 and R802.10.2 and referenced standard ANSVTPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard b� - Truss Truss Type - - - '— �Oty Ply. DISIo711411D)RP 61,162-17 �F4 Roof SpecialI I _ __ Job Reference (optional) - Snake Rlver Tross & Componenls. Idaho Falls, ID 83401, Robin Pellingill Run: 8.110 s Jun 132017 Print 8.110 s Jun 13 20 17 NiTek Ind I ies Inc Fri Jul f4 1093:24 2617 Page I ID:XEEfyodPhAsEvLK2sOpSORyyAPS-N4q_sdixVH l9sk_CSUe71ofWevA7FKnbc iacvnyy9dH 1-6-0 7-9-4: 150-0 18-6-11 �20-6-11 26-0-1 -- 32-0-0 33-6-0. ..—_ r.- _-_-— --__ ' 1-6-0 '' 7-9-4 '7-2-12 3-6-11 2-0-0 5-$-7 5-11-15 -- 1-6-0 if 0 Scale - 1:59,8 4x4 = 6.00 12 4 18 2x4 3X4= 2x4 3x8= 2.4 3x8= 7-9-4 15-0-0 18-6.11 20.6-11 26-P1 32-0-0 I vo_e I zoe� I aaei I o_n-n I ccs I I 0 N Plate Offsets (X,Y)-- r3:0-4-0,0-3.41, r4:0-2.0,0.2-81, 15:0-2-12,0-2-01 Structural wood sheathing directly applied or 2-10-13 oc purlins, except BOT CHORD 2x4 DF 1800F 1,6E or 2x4 DF No.1 &Btr 2-0-0 oc purlins (4-5-1 max.): 5-6. WEBS 2x4 DF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1Row at midpt 3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Ved(LL) -0.18 12-14 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 WEBS 3-15=0/295,3-14— 874/120,4.14= 116/1196, 5-14=-841/140,5-11_ 281/23,6-11— 1(3/575, BC 0.57 Ven(TL) -0.3214-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.13 8 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.06 12 >999 240 Weight:165Ib FT=o% LUMBER- BRACING• TOP CHORD 2x4 DF ISOOF 1.6E or 2x4 DF No.i &Btr TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except BOT CHORD 2x4 DF 1800F 1,6E or 2x4 DF No.1 &Btr 2-0-0 oc purlins (4-5-1 max.): 5-6. WEBS 2x4 DF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1Row at midpt 3-14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1763/0-5-8 (min. 0-1-14), 8=1763/0-5-8 (min. 0-1-14) Max Horz 2=117(LC 11) Max Uplift2= 137(LC 12), 8=-137(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2898/234, 3-16=-2758/261, 3-17=-2049/251. 4-17=-1897/264, 4-18=-1928/261, 5-18=-19281249, 5-6=-2047/279, 6-19=-2294/275, 7-19=-2401/263, 7-20=-28641280, 8-20=-2975/259 BOT CHORD 2-15= 13012447, 14-15=-131/2444, 13-14— 11512132,12-13=-1 15/2132, 11-12=-115/2131, 10-11— 186/2534, 8-10=-188/2534 WEBS 3-15=0/295,3-14— 874/120,4.14= 116/1196, 5-14=-841/140,5-11_ 281/23,6-11— 1(3/575, 7-11=-57i/84 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psl; h=254; B=45ft; L=3211; eave=4ft; Cat. Il; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 1-7-10, Interior(i) 1-7-10 to 15-0-0, Exterior(2) 15-0-0 to 18-2-6, Interior(1) 18-6-11 to 33-6-13 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide 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 atjoint(s) except 01=1b) 2=137, 8=137. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job - - - Truss ._ ITruss Type -_ Qty ;Ply Dusln7;14d0)RP 13116217 ' IFS I Roof Special I 1 - _ Job Reference joplional) Snate R,ver Tnuss&Components Idaho Falls. ID 83401 Robin Peling,ll Iwo: 8.1105 Jun132017 Pill 8.110 s Jun 132017 MTek lndddnds IncFo Jul 14 10,43 4 2017 Paggel ID'XEElyodPhAs y-K2sepSGRyyAPS-N4q-sdixVHl9xk_csIJe7lgpNNvA2ENdW,acvnyy9dF1 . 1-6-0.- 7-9-4 160-0 _ ..;21211" 23-2-11 27-4-t. __ __32-0-0 33=6-0 1 6-0 - - - 7-94 -- - 7-2-12 - 6-2-11 2-0-0 41-7 4-7-16 1-6-0 Scale = 1:59.8 46 = 6.00 F12 2x4 4X4= 2x4 3x8= 3x8= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.19 11-13 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.57 Vert(TL) -0.35 11-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Matrix -R Horz(TL) Wlnd(LL) 0.13 8 n/a n/a 0.0611.13 >999 240 Weight: 1551b FT=O% BCDL 8.0 Code IRC2012/TPI2007 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF NoA &Btr BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr 2-0-0 oc purlins (4-2-9 max.): 5-6. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13,5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=176310-5-8 (min. 0-1-14),8=i76310-5-8 (min. 0-1-14) Max Horz 2=-117(LC 10) Max Uplift2- 137(LC 12), 8=-I 37 ft -C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-2894/226, 3-15=-2753/252, 3-16=-20551232, 4-16=-1903/257, 4-17= 1810/246, 5-17=-2029/233, 5-6=-2282/271. 6-18- 25691273, 7-18- 2651/262, 7-19=-2893/31 0, 8-19=-29771295 BOT CHORD 2-14=-1 27/2442, 13-14-128/2439, 12-13=-1 73/2595, 11-1 2=-i 7312595. 10-11=-174/2594, 8-10=-221/2550 WEBS 3-14=01289, 3-13=-8761119, 4-13=-84/1134, 5-13=-10801168, 5-10=-707/97, 6-10- 56/884, 7-10=-308193 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psl; BCDL=4.2psf; h=25f ; B=45ft; L=32ft; eave=4111; Cat. Il; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 1.7-10, Interior(1) 1-7-10 to 15-0-0, Exterior(2) 15-0-0 to 18-2-6, Interior(1) 21-2-11 to 33-6-13 zone: cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 Ib uplift 81 joint(s) except qt=1b) 2=137, 8=137. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.1 D.2 and referenced standard ANSVTPI 1. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard .',Job ,Truss - Truss Type 161162-17 �F6 Roo(Special Snake River Truss 8 Components Itlatlo Falls. ID 83401. Rabin Petlingill 160 7-9-4 1500 1 --7:6-4 1-6-0 - 1- _-- 7-2-12 4x4 = 6.00112 4 Oty iPly 1Dus1ln7//14110)RP Job Reference (optional)_ Run: 8.110 5 Jun 13 2017 Pnn1. 8 110 s Jun 13 2017 MTek Industries-, Inc. Fn Jul 14 10 0:.4125 201-7 P 1 EtyodPhAsEvLK2s0PSGRyyAPS sGOM3ziZGbQ0Zu7c069MHt BhQJWLzmyk3MK9REyy3ags dG 19-5-5 22-10-11 25 10 -it. 32-0-0 _ ,33-6-0, j- _ _ -. ___. -. 4 5 5 4-5-5 2-0-0 6-1-5 Scale - 1:58.2 , 2X4 11 5x8= 4x4= 3x4= 3x4= 7-9-4 15.0.0 23-10-11 25-10-11 32-0-0 zo.e zaw Plate Offsets (X Y)-- r3:0-4-0.0-3-41,[4:0-2-0,0-2-81,15:0-1-8.0-1-81. 160-3.10 Edgel [13:0-3-12,0-3-01 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr LOADING (psf) SPACING 2-0-0 WEBS 2x4 DF Stud/Sid CSI. DEFL. in (loo) Vdefl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.2511-13 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 Max Horz2- 117(LC 10) BC 0.57 Vert(TL) -0.5211-13 >727 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.13 6 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.0711-13 >999 240 Weight: 152 Ib FT=O% LUMBER- BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr 2-0-0 oc purlins (3-10-10 max.): 6-7. WEBS 2x4 DF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1Row at midpt 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1763/0-5-8 (min. 0-1-14), 8=1763/0-5-8 (min. 0-1-14) Max Horz2- 117(LC 10) Max Uplitt2- 137(LC 12), 8=-I 37(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2895/220, 3-15=-2756/247, 3-16=-2059/232, 4-16=-1907/245, 4-17=-1818/245, 5-17=-1 9721230, 5-6=3520/374, 6-7=-25311294, 7-18= 2695/289, 18-19- 2903/277, 8-19=-3009/269 BOT CHORD 2-14=-127/2445, 13-14=-1 28/2442, 12-13- 119/2256, 12-20=-1 19/2256, 20-21=-119/2256, 11-21=-119/2256, 10-11= 206/3121, 8-10=-192/2574 WEBS 3-14=0/273, 3-13=367/125, 4-13=-96/1199. 5-13=-875/149, 5-11= 126/1306, 6-11=-917/164,6-10- 1020/77,7-10=-40/693 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f1; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exlerior(2)-1-6-13 to 1-7-10, Interior(1) 1-7-10 to 15-0-0, Exterior(2) 15-0-0 to 18-2-6, Interior(1) 23-10-11 to 33-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except (t=lb) 2=137, 8=137. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502A 1.1 and R802.10.2 and referenced standard ANSVFPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job _Truss 'i Truss Type. 61162 -fl P7 Roo( Sirdcol Gvde, S12ke River T uss fl Comlwnenls; Idaho Falls. ID 83401. Horan Pe:iingJl - .'t-6-0'. - 7-9-4 1500 __ 16D 79: 4 _.. - x272 4x4 11 6.00 12 Qty Ply Du,I,n71140D)nP 1Job Refener- (optional] Pun 8 1 IC s Jur. 13 2017 Print 8.110 s Jun 132017 PATek nduslues Inc Fri Jul 14 10.43 26 2017 Page I ID:XEE1yodPhAsEvLK2sOpSGRyyAPS-KTykGJ_kC1vY1828_nigbgFkgyjoMiGCu103i_qyy9dP 20 9-5 ` '26-6-11 - 28 fi 11 . 3200 33-6-0. ...595_ -695 --200' - 355 -160 Scale- 1:59.6 20 3x4= 3x4= 2x411 3x4= 3x8= 7-9-4 15-0-0 20-9-5 26-6-11 28-6-11 32-0-0 7-9-4 7-2-12 5-9-5 5-9-5 2-0-0 3-5.5 Plate Offsets (X Y)-- [3:0-440-3-41 [4:0-2-12,0-2-0], [6.0-3.10 Edne1 [7:0-1-12,0-2-01 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr 2-0-0 oc purlins (4-0-13 max.): 6-7. WEBS 2x4 DF Stud/Std BOT CHORD LOADING (psf) SPACING- 2-0-0 WEBS CSI. DEFL. in (loc) Videfl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.2511-12 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.71 Verl(TL) -0.4411-12 >853 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(TL) 0.15 8 n/a n/a BCDL 8.0 Code IRC2012/TPl2007 Matrix -R Wind(LL) 0.0811-12 >999 240 Weight: 152 lb FT=0 LUMBER- BRACING- RACINGTOP TOPCHORD 2x4 DF 1800F 1.6E or 2x4 DF Noel &Bir TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr 2-0-0 oc purlins (4-0-13 max.): 6-7. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14.5-14, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation pulden REACTIONS. (Ib/size) 2=1765/0-5-8 (min. &1-14),8=1780/0-5-8 (min. 0-1-14) Max Horz 2=117(LC 24) Max Uplift2=-139(LC 8), 8- 157(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2902/170. 34=-2053/174, 4-5=-2015/177. 5-6=-29331195, 6-7=-2568/168, 7-8=-3101/186 BOT CHORD 2-15=-67/2450,14-15=-6912446,13-i4=-68/2520,12-13=-6812520, 11-12=-202/4116, 10-11- 206/4113, 8-10=-1 11/2676 WEBS 3-15=0/293, 3-14=-881/94. 4-14=-56111 61, 5-14=-1045/104, 5-12=0/578, 6-12=-1664/140, 6-10=-1969/144, 7-10=79/1264 NOTES - 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4h; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=139, B=157. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 Ib down and 271b up at 28-6-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 1 r'Job _- 7ITNss __- _.__.ITru'ssTyp6.- -_— ��CSty .-]Ply 'wsln71r4(M)RP IB1162.17 1F7 Roof Special Gutler r 'I I lJob Reference (optional) Snake RiverTm558 Com nerals, IdaM10 Falls. ID83401.RWIn Polling ill B11ID:XWsJen132017K2s pSORJun13-KTy MRek Induslries.lnc.FOJull41 ID:XEBtyotlPhAsEvLK2sOpSGRyyAPS-KTykGJkC1vV1B28_nigbgFkgyjc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-4=-86, 4.6=-86, 6.7=-86, 7.9=-86, 2.8=-16 Concentrated Loads (Ib) Vert: 10=19(F) v • • X4:.1 - _ • •.. Job 'Truss - Truss. Type B 1102-17 AGI Scssor Stake Rivet TI u« .8 L [mppnenl IJahu Falls. ID 83101. Rebm Pelting II - -15 78-15 _. Oty Ply Unst,17i14uD)RP - 1 I Job Rcfvence (optional) Run: E.110 s 3, n-13 ,017 Pnnl &1 -10s -Jun 13 2017 td,Tek hdusbles. lnc. I`r Jr 114 10;43272017 Page I ID:XEEty d hAsEvLK2sOpSGRyyAPS.oIW6UIkgoegkoCjB7(cBgNSHzu76pRlcl XgpGWGyy9dE 15-01 C 22-2-1 3070 0 ' 721 - 7.2.1 _— - 7-e-15 Scale = 1:49.8 4x6= 6.00 12 4 3x8 i LOADING (psf) TCLL 35.0 TCDL 8.0 BOLL 0.0 ' BCDL 8.0 SPACING- 2-0.0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/TP12007 CSI. TO 0.93 BC 0.89 WB 0.42 Matrix -R DEFL. in Vert(LL) -0.49 Vert(TL) -0.86 Horz(TL) 0.64 Wind(LL) 0.15 (loc) I/deft Ltd 9 >718 360 6-9 >413 240 7 n/a n/a 9 >999 240 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight:116lb FT=O% LUMBER. TOP CHORD 2x4 DF 1 BOOF 1.6E or 2x4 DF No.1&Btr *Except* BRACING - TOP CHORD Structural wood sheathing directly applied. Ti: 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr WEBS 1 Row at midpt 6-9.2-9 WEBS 2x4 DF Stucl/Std *Except' MIT recommends that Stabilizers and required cross bracing W3:2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1507/0-5-8 (min. 0-1-9),7=1507/0-5-8 (min. 0-1-9) Max Horz 1=105(LC 11) Max Uplift1=-85(LC 12), 7=-85(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11= 4941/369, 2-11=4803/387, 2-3=-34481243, 3-12=3309/254, 4-12=-3288/267, 4-13=-3288/267, 5-13=-3309/253, 5-6=-34481242, 6-14=4803/386, 7-14=-4941/368 BOT CHORD 1-10=-289/4401, 9-10=-287/4394, 8-9=289/4394, 7-8=-290/4401 WEBS 4-9=-92/2352, 6-9=-1407/199,6-8=0/280, 2-9=A407/199, 2.10=0/280 NOTES- I) OTES1) Unbalanced root live loads have been considered Ior this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psh h=251t; B=45ft; L=30f ; eave=4ft; Cat. Il; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 1, 7. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rP11. LOAD CASE(S) Standard Job 'Truss Truss Type n1162-17 �G2 Hoof $pedal S eche R,ver in s S 1J001bn2nIS Itlano Falls- ID 83401 Robin Pelling:11 3-10-0_ 8-5-0 3-100 5-7-0 _ Qly Ply 10os1In]r14110)RP Job Reference (opliornal) Run: 8.116 S Jr i 132017 Prior 8.110 s Jun 13 207 MiTer lnduslr'es, 10c. Po Jut 14 10.43 26 2017 Page 1 IDXEElyodPhAsEvLK2s0pSGRyyAPSG14Vh?ISZWohOMIN5Jj3vgpALXStiA8"BIJYP2YyygdC i5 0 0 22-2-1 - _ _ 30-0-0 31-6-0 - - _ - _ __.. 5-r0 7-2-1 � _ 7 9 15 -_.. _- _ 1-6-0 Scale - 1:53.4 46= 13 0.0 3x4 LOADING (psi)SPACING- 2-0-0 TOLL 35.0 Plate Grip DOL 1.15 TCDL 8.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 8.0 Code IRC2012/7PI2007 CSI. TC 0.82 BC 0.84 WB 0.68 Matrix -R DEFL. in Vert(LL) -0.50 Vert(TL) -0.88 Horz(TL) 0.62 Wind(LL) 0.15 (loc) Well Ud 9-10 >712 360 9-10 >404 240 7 n/a n/a 10 >999 240 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 1321b FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2,T4: 2x4 DF 240OF 2.0E end verticals, and 2-0-0 oc purlins (2-9-13 max.): 1-2. BOT CHORD 2x4 OF 1 BOOF 1.6E or 2x4 OF No.1 &Bir BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Stud/Sid'Except' WEBS 1 Row at midpt 6-10 W2,W7: 2x4 OF 180OF 1.6E or 2x4 DF No.1 &Btr MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 13=1506/0-5-8 (min. 0-1-9),7=167010-5-8 (min. 0-1-11) Max Horz 13=-138(LC 10) Max Uplift13= 84(LC 12), 7=-133(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-13=-144131130, 1-14=4855/368, 2-14=-4&501368. 2-3=4488/310.3-15=-33901225, 4-15=-31961244,4-16=-32721228.5-16=-32891216. 5-6=-3432/204.6-17.-47571340, 7-17=489913i3 BOT CHORD 11-12=-278/4679, 10-11=-170/4066, 9-10= 243/4351, 7-9.-244/4356 WEBS 1-12= 367/4833, 2.12=-22951222, 2-11=-657/107, 3-11=0/270, 3-10=-1 105/155, 4-10 -76/2389, 6-10=-1354/192,6-9=0/283 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psi; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exferior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.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) Bearing at joints) 13. 7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 13 except 01=11b) 7=133. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job (Truss '.Truss Type 162 17 :i G3 �'I Roof Special Snake Rrvei Luss 8 Ccmpoiienls Itlatlo Falls. Iq 83-001 Robut Pelting II - - 160'_ 66_0 _` 1090 1 6 0 5-0-0 4-3-0 6.00 r 4x, _IQfy IPly 1 D.c,671l 40D)RP Job Reference (option, _ Run: 8.110s Jun 1320T�P"oi 6.1105 Juo 132017 Mlek lntluslr es Inch Frii Jy114104329201] Pagel ID:XEEtyodPhAsEvLK2sOpSGRyyAPS k2eNKm4KOWS2"Z11EIStMLSwpUvchK_ANb?yy9dC- 222-1 _ _ 30-0-0 31-G.-0 - 4-3-0 7-2-1 7-9-15 Scale= 1:54.0 4x6= 14 441 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TO 0.80 Vert(LL) -0.50 11-1 2>709 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.81 Vert(TL) -0.94 11.12 >377 240 M18SHS 220/195 BOLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.59 BCDL 8.0 Code IRC2012/rP12007 Matrix -R Wind(LL) 0.1511.12 >999 240 Weight: 139 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.l &Btr *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T5:2x4 DF 240OF 2.0E end verticals, and 2-0-0 oc purlins (2-9-2 max.): 2-3. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std *Except* WEBS 1 Row at micipt 7.11 'Ai 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatlon guide. REACTIONS. (Ib/size) 14=1506/0-5-8 (min. 0-1-9),8=1670/0-5-8 (min. 0-1-11) Max Herz 14=-I 49(LC 10) Max Uplittl4=-84(1-C 12), 8=-1 33(1-C 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD i-2=-700/94, 2-15=-0604/350, 3-15=-4604/350, 34=-5001/406, 4-16=-3358/227, 5-16=-3211/241, 5-17=-3281/224, 6-17=-3296/212.6-7- 3441/200, 7-18=-4754/344, 8-18=-48951317,1-14= 1514/132 BOT CHORD 12-13=-31768,11-12=-155/3738, 10-1 i= 24614351, 8-10= 24!3/4353 WEBS 2-13- 13961168, 2-12=-274/4062, 3-12= 2620/257, 4-12- 109/1057, 4-11=-808/147, 5-11=-79/2431,7-11=.1340/200,7-10=0/266.1-13=-133/1448 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30f ; eave=4ft; Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1.12 to 4-6-0, Interior(1) 4-6-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat 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) Bearing at joint(s) 14.8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 14 except 01=11b) 8=133. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type 81102-17 C4 Pool Special Snake Ryer T as 8 C6,nixlr eels. Idaho Falls. ID 8340Rob, l Pell !gill 4-2-0' 9 20 - 42.0 500 Qty !Ply 015(1n7/14110)RP j Job Reference (opironall, Run- 8.110 5 Jun 13 2017 Pill)[ 8 110 a Jull 13 2017 Mi Industries. Inc. Fu Jul 14 10.4329201, Pagge I IDXEEtyod PhAsEvLK2sOpSORyyAPS k2.etvlgn4KgwS2W17fi EIStMLlwpUvapl<_ zlldb?yXC 15-00 - 22-2-1 - 30-0-0 31-60 570-0 7 2 1 -- -- 7-9-15 1-6-0 # Scale = 1:53.' 4x6= R 13 0 2x4 �� LOADING (psf)SPACING 2-0-0 TOLL 35.0 Plate Grip DOL 1.15 TOLL 8.0 Lumber DOL 1.15 BOLL 0.0 ' Rep Stress Inch YES BCDL 8.0 Code IRC2012/TP12007 CSI. TO 0.83 BC 0.81 WB 0.70 Mai DEFL. in Vert(LL) -0.44 Vert(TL) -0.79 Horz(TL) 0.53 Wind(LL) 0.13 (roc)/dell Ud 9-10 >804 360 9-10 >453 240 7 n/a n/a 9-10 >999 240 PLATES GRIP MT20 220/195 Weight: 137 lb FT=0% LUMBER, BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T5: 2x4 DF 240OF 2.0E end verticals, and 2-0-0 oc purlins (3-0-6 mal 2-3. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stul'Except' WEBS IRow at midpt 6-10 W4,W7: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Bir MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer - Installation guide. REACTIONS. (Ib/size) 13=1506/0-5-8 (min. 0-1-9), 7=1670/0-5-6 (min.0-1-11) Max Herz 13=-1 49(LC 10) Max Upljh13=-84(LC 12), 7=-133(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1690/165,14-15=-1627/171, 2-15=-15551178.2-16=-41331366,16-17=-41331366, 3-17=-4133/366, 3-18=,34141250, 4-18=-3208/263. 4-19=,328i/251, 5-19=- 3300/238, 5 -6= -3441f227,6 -20=l 7-20=-4894/332,1-13=-14871158 BOT CHORD 11-12=59/1553, 10-11=-230/4161, 9.10= 261/4347, 7-9=-26114351 WEBS 2-12= 912/124,2-11=-203/2891,3-11=-1767/174,3-10- 1162/188,4-10= 92/2398, 6-10=-13551189, 6-9=0/282,1-12=-124/1563 NOTES- 1) OTES1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115ni (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(i) 3-1-12 to 4-2-0, Exterior(2) 4-2-0 to 7-2-0, Interior(l) 9-2-0 to 31-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 6) Bearing at joints) 13. 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 13 except 01=11b) 7=133. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. LOAD CASE(S) Standard 'Job - (Truss LLss Type I 31162 17 _ G5Roof Special Shako Rivet Tr ss a Go n,nenls Idaho Falls. Ip 83401 Fobn Pelting 11 - 5 5 8'- 11-10 0 16-10-0 60. -558 _. _ - .648 _ 500 5x10 MT20HS= Ply i Ply D,,san7114(1p)RP 1 1 Job Reference (optional) - Run8I10- 0113 20I7 Pr TI 8110 s Jun 13201/IA Tek IndosL,e1 In c. F1, AA 141096302017 PageI I D:XEEIyod PhAsEvl_K2sOpSGRyyAPS-CECFGgni472J.fSICkIX_5vWGKAYersTDd1 vRRyy9dE 20 0-0 272.1 - 35-0-0. ,36-6-0 3-2-0- - - 7-2 7-9-15 . - _ 1-6-0 - 4x6= Scale = 1:63.1 5x6= 3.uu 112 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/deft Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert( CIL) -0.37 11-12 >939 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.6811-12 >517 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Inch YES WB 0.96 Horz(TL) 0.42 9 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.1011-12 >999 240 Weight: 157 Ib FT=0 LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except T5: 2x4 DF 240OF 2.0E 2-0-0 oc purlins (3-6-11 max.): 4-5. BOT CHORD 2x4 DF 1 80O 1.6E or 2x4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at midift 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=2262/0-5-8 (min. 0-2-7), 9=1573/0-5-8 (min. 0-1-10) Max Horz 15=120(LC 11) Max Upliftl5= 259(LC 12), 9=-113(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-400(772,3-16= 382/903,3-17=-1623/70,4-17= 1499/83,4-18- 2994/196, 5-18=-2994/196. 5-6=-29201173, 6-19=-2871/173.7-19=-2876/160.7-8=-3017/i49, S-20=43741261, 9-20=-45167234 BOT CHORD 2-15=-700/423, 14-15- 844/444, 13-14=071423, 12-13= 23/3032, 11-12=-152/4002, 9-11=-153/4008 WEBS 3-15- 1943/317, 3-14= 272/2185, 4-14- 834/181, 4-13=-110/1876.5-13=-12951100, 5-12=-534177.6-12=42/2112,8-12=-1356/205,8-11=0/288 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45R; L=35ft; eave=5ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-11-3, li terior(1) 1-11-3 to 11-10-0, Exterior(2) 11-10-0 to 154-0, Interior(1) 16-10-0 to 36-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (lt=11b) 15=259, 9=113. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard I 1 < IJob .ITruss (Truss Type - city 'Ply 1131162 17 - �G6 1 Roof Special '' 1 Snake Rver Truss 8 Components. Idaho FallS. ID83401:9,zin Pellingill Hwo 8.1105 Jun 132 _ ID:XEEtyooPnAsEvLK2 -1-6-0 _.., 558 ' 9111Q_ 14-.60 1960 200-0 _ r - 1-6-0 - 5-5-8 4-6-4 4-6-6-4 5-0-0 0-6-0- 5x6= 4X6 = 4x4 = D1'sLn7/l4p0,RP IL Scale: 3/16"=1' 5x6.= J.uu 112 5-0-0 58 14-6-0 20-0-0 27-2-1 35-0-o G_(1_I1 (1_C_A O_._e F_R-(1 _1F Plate Offsets (X Y)-- 13:0-3-0.0-3-01. [5:0-3-0.0-1-121.[7:0,3-0,0-2-41. (10:0-0-0.Edge1 Structural wood sheathing directly applied or 2-2-0 oc purlins, except 113:0-6-12 0-2-121 2-0-0 oc purlins (3-83 max.): 5-6. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Max Uphill 5- 259(LC 12), 10=-113(LC 12) Vert(LL) -0.3512-13 >994 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.77 BOT CHORD 2-15= •706/437, 14-15=0/1005, 13-14=0/1664, 12-13=-159/3987, 10-12=-159/3993 Ven(TL) -0.6412-13 >546 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.41 10 n/a n/a BCDL 8.0 Code IRC20127TP12007 Matrix -R Wind(LL) 0.09 12 >999 240 Weight: 161 lb FT=O% LUMBER- BRACING- RACINGTOP TOPCHORD 2x4 DF 1800F 1.6E or 2x4 DF No.I &Btr *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T6: 2x4 DF 240OF 2.0E 2-0-0 oc purlins (3-83 max.): 5-6. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std 6-0-0 oc bracing: 2-15. WEBS 1 Row at midpt 4-15, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=2262/0-5-8 (min. 0-2-7), 10=1573/0-5-8 (min. 0-1-10) Max Horz 15=-120(LC 10) Max Uphill 5- 259(LC 12), 10=-113(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-16=-4151772, 3-16=408/901, 3-4=-348/909, 4-17=-1843/90, 5-17=-1690/105, 5-18=-2739/155, 6-18=-2739/155,6-7=-26421112, 7-19=-2792/138, 8-19=-2905/i25, 8-9=-3040/114, 9-20=4357/247,10-20=-45021220 BOT CHORD 2-15= •706/437, 14-15=0/1005, 13-14=0/1664, 12-13=-159/3987, 10-12=-159/3993 WEBS 3-15=-464/125,4-15= 2541/365,4-14= 67!751,5.14=349/124,5-13- 93/1379, 6-13=-1024/i8, 7-13=0/1781, 9-13m-12691194, 9-12=0/291 NOTES - 1) Unbalanced rool live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f ; B=45ft; L=35tt; eave=5ft; Cal. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-11-3, Interior(1) 1-11-3 to 14-6-0, Exterior(2) 14-6-0 to 18-0-0, Interior(1) 19-6-0 to 36-6-13 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Bearing at joints) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 15=259, 10=113. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502A I A and R802.10.2 and referenced standard ANSVTPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard I.�obPTruss ,,. r iTniss Type ' '�14Oty iPly Dus{m71141 L,162,7 'x �O7 H1p — 1 11 dob Refe1 Snake R W Truss d i=ortWoFenls Igaho Falk, ID 83401 Robin etun n, �n:8 110 s J�n 13 261 ] �nnl 9. f O s. ID: XEEIyodPN#,L4(2sOPS�Ryy4 16-0 -_558 _ 71312 _ _ 1]20.';,_ 1710 _7340 _ -_fie_ 1-6-0 558 5-10 4 5-10-4 0 8-0 5-6 0- 5 4x6— 6x8= Prnr,,,„�I Scale:3116"=i' 5x6= J.uul re LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TO 0.70 Vert(LL) -0.36 12.13 >975 360 MT20 2201195 TCDL 8.0 Lumber DOL 1.15 BC 0.71 Vert(TL) -0.65 12-13 >541 240 BCLL 0.0 ' Rep Stress Incr VES WE 0.94 Horz(TL) 0.38 10 n/a We BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.1012.13 >999 240 Weight:1751b FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 2.3.13 oc purlins, except BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Bir 2-0-0 oc purlins (4-8-13 max.): 6-7. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-17,16-17. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 17=2262/0-5-8 (min. 0-2-7), 10=1573/0-5-8 (min. 0-1-10) Max Horz 17=135(LC 11) Max Uphill7=-259(LC 12), 10=-i 13LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-400/783, 3 -I8= -38219i4,3 -4=-I532/35, 4-5=-1414/55, 5-19=-1950/118, 6-19=-1840/137, 6-7=-1643/164, 7-20=-27671155. B-20=- 2877/137,8-9=-4161/228, 9-21= 4441 /257, 10-21=4559/236 BOT CHORD 2-17=-7131425, 16-17=$541452, 15-16=0/1316, 14-15=0/1768, 13-14=0/1786, 12-13=-4513234, 10-12=-i67/4053 WEBS 3-17=A9381305, 3-i6=-25412122, 5-16=-8681177,5-15=- 601432,6-15= 85/636, 7-15=-8191102, 7-13=-2411889, 8-13=-782/166, 8-12=41/754, 9-12=-367/i I I NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25f1; B=45tt; L=351t; eave=5ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to i-11-3, Interior(1) 1-11-3 to 17-2-0, Exterior(2) 17-2-010 17-10-0, Interior(1) 22-9-6 to 36-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 17=259, 10=113. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job - Truss 1Truss Type 181162-17 - �G8 'ii Sasso Snake River T uss & Componei is Who Falls 1D 83401 Robi ri Pelliny ll _.. 6-4-12- 12 F-0 _ 6-4-12 6-1-4 4xl Qty 'Ply 0u51117114(10)RP ) 1 Job Reference (optional) Ru¢ al 10 n l P017 Pnnl 8.110 s Jun 19 2017 MSeF htlusl es 11c Fn Jul 14 10 d3.332017 Page l ID:XEEtyodPnAs'EA K2sOpSGRyyAPS-dptOklpbN2QtW7AKutlEcjXOeYA3rLD�vbGakmyy9d8- 18-1 C "23 8 11 - 30 0 0 .. 31 60 6-7-6 5-7-6 6-3-5 1-6-0 r. Scale= 1:58.9 n 2x4 6-412 15-0-0 22-2-1 30-0-0 6-412 8-7-4 7-2-i 7-9-15 Plate Offsets (X,Y)-- [I:Edge,0-1-121, [5:0-3-0.0-3-01, [6:0-0-10,Edge1. TOPCHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1 &Bir (9:04-0,0-2-121. [10:0-2-12.0-1-81 WEBS 2x4 DF Stud/Std'Except` BOTCHORD WI: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.39 8-9 >902 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.68 8-9 >525 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.43 6 n/a n/a BCDL 8.0 Code IR02012/TP12007 Matrix -R Wind(LL) 0.12 8-9 >999 240 Weight: 141 lb FT=O% LUMBER- BRACING- RACINGTOP TOPCHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1 &Bir TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std'Except` BOTCHORD WI: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir WEBS REACTIONS. (Ib/size) 11=1506/0-5-8 (min. 0-1-9), 6=1670/0-5-8 (min. 0-1-11) Max Horz 11=-167(LC 10) Max Uplifll1= 84(LC 12), 6=-1 33(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12= 2159/155, 2-12=-2043/167, 2-13=-2280/177, 3-13=-2161/198, 3-14=-3093/224, 4-14-3288/213, 4-5=4546/321, 5-15=-4812/344, 6-15=4932/323, 1-11=-1482/152 BOT CHORD 9-10=-23/1901, B-9=-129/3570, 6-8=-25614388 WEBS 2-10= 622/107, 2-9=-226/351, 3-9= 76/2093,4-9_ 794/150,4-8=-54/778,5-8=1368/109, 1-10=-83/1743 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. 1 Row at midpt 2.9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) OTES1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=301t; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-6-0, Exterior(2) 12-6-0 to 15-6-0 zone; cantilever left and right exposed : and vertical left and right exposed;C.0 for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Bearing at joints) 11. 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 11 except 01=11b) 6=133. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard !Job 'TnISS`Truss Type H7182'17 _ IG9 .ftnoof Special Snak-Flive?Tmss d Components Idaho FaOs, ID.BAtll: Robin Peltntyll - - Run D xE 3 6-o-, _:- 9-1-6 2x 4x4 1 9 6.00 12 4x6= 2 y IPly' Dusln7114QD)RP I IJob Reference (optiotlalL_ 0s 13 2017 Pnn18, 110 s Jun 132017 Meek lndustnes, llc, Fri Jull 14 10 43 34 2017 Pagel )dPhAsEvLK2sOpSGnyyAPS 5?Rmy2gD8MYk8HIxRapT9x3Fbxzxa5138F?7GCyy9d; _ 2100_____ 3x6 Scale= 1:50.6 LOADING (psi) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/TP12007 CSI- TC 0.52 BC 0.63 WB 0.58 Matrix -R DEFL. in Vert( L) -0.20 Vert(TL) -0.39 HOrz(TL) 0.24 WlncI LL) 0.06 (loo) Vdefl L/d 5-6 >999 360 5-6 >633 240 5 n/a n/a 5.6 >999 240 PLATES GRIP MT20 220/195 Weight: 108 Ib FT = 0% LUMBER, BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. Except: BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr 6-0-0 oc bracing: 1-9 WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF 180OF 1.6E WEBS 1 Row at midpt 1-9.2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=1056/Mechanical, 9=1056/0-5-8 (min. 0-1-8) Max Herz 9= 220(LC 10) Max Uplift5— 54(LC 12), 9= 66(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10= 1232/117, 3-10=-1345/105, 3-4= 2846/246, 4-11=.3157/278, 5-11= 3278/264, B-9=-1056/172 ROT CHORD 7-8=0/578, 6-7=-30/1842, 5-6=-200/2907 WEBS 2-7=-16/1310, 3-7=-849/158, 3-6=-881960, 4-6=-453/130, 2-8=-1145/196 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=4511; L=24ft; eave=4fL Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-2-12 to 6-6-0, Interior(1) 6-6-0 to 20.11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsi 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSVFPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 5, 9. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSl/TPI 1. LOAD CASE(S) Standard s 1Job "truss Truss Type 13116217 '..1 G/0Igool Wecral _ Snake River lmss&c.MponenlS ltlaM Fa115, 1D'83401 gorJn Peuiny ll" 3�6 0 4 7-0 - 19-10-0 ' - 3-6-0 r1 1-0` 5-3-0 ' 3x 6.00 12 4x4= 14 2 33x4 Uy 'Fly b,s,to7/14(1D)0 - 4 Job Reference (cpfional! - que18110SJon102017Poar8110sJui132017NT614wusres1m Fn )u11410.43342Ui7 Pagel ID:XEElycd PhAs EvLK2sOpSGRyyAPS 6�RrnY2gDBMYk8HIXRapT9x3FDxVBats38F?7GCyy9d7 15-1-1 21-0 0 _. 530 --- - -5-1015- 3x4= 2x4 1 4-7-0 1 6-0-0 1 13-2-1 1 21-0-0 1 4-7-0 1-5-0 7-2-1 7-9-15 Scale = 1:51.6 Plate Offsets (X,Y)— [1:0-1-4,0-1-81,[3:0-1-12,0-1-8],[10:0-6-8,0-3-81 LOADING (pat) SPACING 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.20 7-8 >999 360 MT20 2201195 TCDL 8.0 Lumber DOL 1.15 BC 0.84 Vert(TL) -0.38 7-8 >665 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.24 7 n1a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.06 7-8 >999 240 Weight: 124 Ib FT=O% LUMBER, BRACING- TOP RACINGTOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr *Except* B2: 2x4 DF Stud/Std BOT CHORD WEBS 2x4 DF Stud/Std WEBS REACTIONS. (Ib/size) 7=1060/Mechanical, 12=10601M-8 (min. 0-1-8) Max Herz 12=-217(LC 10) Max Uplift7— 54(LC 12), 12— 66(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-13=-785197, 13-14=- 670197,2-14= 669/107,2-3=-7981147,3-15--1239/108, 4-15=-1367/98, 4-5=-2728/228, 5-6=- 2831/210,6-16=3210/288,7-16= 3330/276, 1-12=-1023/70 BOT CHORD 3-10= 1144/87, 9-10=0(774, 8-9=-48/1991, 7-8=-21212960 WEBS 3-9=0/1167, 4-9=-895/153, 4-8=55/789, 6-8=465/137,10-12=-180/264, 2-10= 107/546, 1-10=-31869 Structural wood sheathing directly applied or 2-11-10 oc purlins except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. 1 Row at midpt 1-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed: MW FRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-6-0, Exterior(2) 3-6-0 to 6-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 Ib uplift atjoint(s) 7, 12. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard t Jcb Truss iTmss Type 01162 i7 (311�,aool special Snake Rm., Truss & Co nprinenK Who Falls ID 89401 -m&q Petli,glll - -.3E0 4-70'. 9100 _ --_.360 _-110 _- ..5 30 3x 6.00 F42 4x4- 15 2 33x4 Qty Ply,. 01,S[,117,14Q0,RP - 4 _ Job Reteience (optionali ni,8 10 13 2017 Pr n18 110 s Jun 132017PATrk r1duski le5 b,o fr. Jul 1110 33 2017 Pagel ID'.XEF1/edPhAsEvLK2sOp8(3%yAPS 7B?890nvggbmRK1?HLIh8cSis1rJ1_F0Mvlh0eyy9d6 - " 15-1-1 21-00 22 6 0 : r ..- 53-0 _ _. .5-10 i5 1-6-0 133x4= IL 3xo� 2x4 p Scale - 1:52.1 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) We" Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.43 VerhLL) -0.18 9-10 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.82 Vert(TL) -0.33 9-10 >749 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.23 7 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.05 9 >999 240 Weight: 127 lb FT=0 LUMBER- BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr *Except* end verticals. B2: 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 1-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quids. REACTIONS. (Ib/size) 13=1045/Mechanical, 7=1213/0-5-8 (min. 0-1-8) Max Horz 13= 225(LC 10) Max Upliftl3- 63(LC 12), 7=-i 02(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-773/74, 14-15=-657174, 2-15=-657/85, 26=-783/122, 3-16=A2117171, 4-16=-1345161, 4-5=-2605/140, 5-6=-2706/121, 6-17=-3058/185, 7-17=-3168/I65,1-13=-1007/43 BOT CHORD 3-11=-I 127164, 10-11=0/762, 9-10=0/1941, 7-9=60/2794 WEBS 3-10=0/1146,4-10=-863/150,4-9=-36!699,6.9=-011/126,11-13- 185/280,2-11- 87/533, 1-11=0/854 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1.1210 3-6-0, Exterior(2) 3-6-0 to 6-6-0 zone; cantilever lett and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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. 6) Refer to girders) for truss to truss connections. 7) Bearing at joint(s) 7 considers parallel to grails value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 13 except 01=11a) 7=102. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard 5i, !Job Truss Jules Type I ' 'BI 162-17 IGI IG. - Roof Special SuPN�ed Gable Snake R ver Truss & umponenis' Idaho Falls ID 83401 Robn PO /gill 10,U 0 1000 !'Qty 1Ply 1 Do5tu7, i 40D)RR - Job Reference (optional! R, n '8.1 It, s J, 113 2017 Print 8 11 U s Jun 13 2017IATek Indo.b es, Inc. Ni Jo 14 10 43g6 2017 Page 1 ID XFEtyodPhAsFvl K2sOpSGRyyAPS-107-WNkiTgzpSNavvZ9sxEM9gilNh2vVMbZUEK5yy9d5 11-$-0',:,. -1.6-0 a Scale — 1:29.2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Well Vd PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.00 6 n/r 120 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Weight: 50 lb FT = 0 LUMBER- BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr WEBS 2x4 DF Stud/Std BOT CHORD OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 10-0-0. (lb) - Max Horz 12=-1 44(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 12, 6, 11, 10, 9, 8 Max Grav All reactions 250 Ib or less at joint(s) 12, 11, 10, 9, 8 except 6=283(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 5 -14= -2681l42,6 -I4=-275/128 BOT CHORD 11-12= 136/291, 10-11= 136/291, 9-10= 136/291, 8-9=-136/291, 6-8= 136/291 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psi; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=211; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3) 0-1-12 to 3-1-12. Exterior(2) 3-1-12 to 11-6-13 zone; cantilever lett and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 12, 6, 11, 10, 9, 8. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 'Job - ',Truss iTruss Type BI 16217 IHIGD _ Hal Or der Slake H ver T, & W111-Wdrt Idaho Falls Q 83401 ROb l Petlm90 330 _. ._330 ',Qty IPly OusW7/14nDdRP i I -'2 tJo4 Relerence (gPUonal) Rui. 811Q5 10,43 37 201, Pay21 M:XFE1yodPhAEEaLK2sOpSGRgAPS Varua4sbRHxJskUG71NA1iZht791EnFIVyDFotXyy9d4, .660_. - -, 3-3-0 2x4 11 c•+ II Scale - 1:13.9 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2012ITP12007 CSI. TC 0.12 BC 0.18 WB 0.51 Matrix -P DEFL. in Vert(LL) -0.02 Vert(TL) -0.D3 Horz(TL) -0.00 Wind(LL) 0.01 floc) I/defl L/d 5-6 >999 360 5-6 >999 240 4 nla n/a 5 >999 240 PLATES GRIP MT20 220/195 Weight: 72 la FT=O% LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.I &Bir BRACING - TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Sid REACTIONS. (Ib/size) 6=2230/0-5-8 (min. 0-1-8), 4=1525/0-5-8 (min. 0-1-8) Max Horz 6=411 (LO 4) Max Uplift6- 178(LC 4), 4=-129(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1191/116, 1-2=-2040/162, 2-3= 2040/162. 3.4- 1191/116 WEBS 1.5=-I 94/2303, 2-5=-287/94,3-5=-I 94/2303 NOTES - 1) 2 -ply truss to be connected together with Iod (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it 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 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2ps1; h=25ft; B=45tt; L=24ft; eave=4111; Cat. II; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 he uplift atjoint(s) except (jt=lb) 6=178, 4=129. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSViP1 1. 9) Graphical Purim representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1049 Ile down and 77 Ib up at 0-6-12, and 1044 He down and 821b up at 2.6-12, and 1029 He down and 791b up at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=-86. 4-6=-16 Continued on page 2 :Tk 1Job "'Truss I7russ'fype - "1Oty "Ply 7r 1 16116217 .� �.IHibb (Flat Greer Snake ekek RrvefTiuls a Components Idaho Fars ID 8340t Robin Pennq ll Rum 8310 10 s JVn 132017 P ,107114(ID)RP IDYE EtyodPhASEvLK2SOpS(DRyyAPS-Va7ua4s5RH) LOAO CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-t049(e) 8=-1 044(B) 9=-1 029(6) ipFo du11410433]2617 Paget 71NAn7hi7giEnFjVyDEotXyyRd4' 1Job �Tmss ITmss Type 8116217 _.:`JI �Jadc Oped l>¢ a Snake R ver Tmss 8 Compo nems Idaho Falls ID 8340 i Robin etli 1g II - 1 -s -n LOADING (psf) TOLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 8 Aly 0USINli4(10)RP !Job Reference (oplional)': IUn132017Pnni 81105Jun 13201714Te1, lnduslies Inc.Fri Jul 141043 372017 Pagel 'hASEvLK2SOpSGRyyAPS Va7na455RHYJ?kU671NAnZhro9kanMIVgDEotXyy9d4 Scale - 1:15.5 z SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud Plate Grip DOL 1.15 TC 0.20 Ven(LL) -0.00 2-4 >999 360 Lumber DOL 1.15 BC 0.03 Ven(TL) -0.00 2-4 >999 240 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We n/a Code IRC2012/TP12007 Matrix -P Wind(LL) 0.00 2 "" 240 PLATES GRIP MT20 220/195 Weight: 111b FT=O% LUMBER- BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 2-7-2 cc purlins. BOT CHORD 20 DF 1800F 1.6E or 2x4 DF No.i&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer Installation quids. REACTIONS. (Ib/size) 3=38/Mechanical, 2=334/0-5-8 (min. 0-1-8),4=18/Mechanical Max Horz 2=7i LC 12) Max UpIif13— 18(LC 9), 2— 57(LC 12) Max Grav 3=40(LC 17), 2=334(LC 1), 4=41 (LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf: h=25h; B=45ft; L=24ft; eave=411; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 2-6-6 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ITruss - Toss Type Oty :Ply Duslin7n40D)RP a 01162 17 _ J2 IJ.tl Open II I Job Re!erence (optional) Snake River Tlmss Compos ds lJaho Falls ID 83401 Robo, Pptlnyll Run'.8110s Jun 132017Pnn191tO5J4n 132017 M1'ek lndus6 es Ina Fo Jull4]0433820V Pagel ID:XFEty. dPhAsEvL1<2sOpSGRyyAPS znlhHoPtjCb3Adu3lgpuPJnEOZZ14Wpuf3t_I Pzyygd3 -1-6-0 3-5-8' 144-2 -. -' , , . - - 11 ' 1-6-0 3.5-R - 0.]-10 1 4 3 c o 14-1-2 Scale - 1:20.5 Plate Offsets (X,Y)-- 12:0-0.7,0.0-41.12:0.4-5,0-0-91 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc)/dell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 2-7 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.01 2-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) -0.00 2-7 >999 240 Weight: 19 lb FT=O% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr *Except' B2: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=50/Mechanical, 2=387/0-5-8 (min. 0-1-8), 5=107/Mechanical Max Horz2=93(LC 12) Max Uplift4= 6(LC 12), 2=45(LC 12), 5— 17(LC 12) FORCES. (lb) -Max. Comp./Max- Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7.10; VuIt=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=451t; L=24ft; eave=4ft; Cat. Il; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 4-0-6 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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 Woe will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 2, 5. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Tniss ITrusS Type x1162-17 J3 j3ad open @eakeR;wiLd«&UCLIPpI1Qlsldand Falls. Ib 83431, Fobin Petingll _ - ' -358 _.. Qty Ply Dueh.7/14I10,RP Job Reference (optional; Fuv.81101132017 Pnn1. 8110 s x,1132017 MTek told ss I:c. F id 14104339:017 PagEI' ID:XFF1yodF,hASFvI I<25op5GRyyAPs2mhHoPtiCo3Ado3lpDL,PJnE077Z[Wp,lt31 LPzyy9d3. S 72- - --2 1 10 Scale - 1:25.3 Plate Offsets (X Y)- L2:0-0-7,0-0-41, [2:0-4-5,0-0-9] LOADING (psf) SPACING 2-0-0 CSI. DEFL, in (loc) Wall Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.03 6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.06 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Hor2(TL) 0.02 5 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.02 6 >999 240 Weight: 231b FT=O% LUMBER- BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. ROT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2: 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 DF Stud/Stcl Installation guide. REACTIONS. (Ib/size) 4=139/Mechanical, 2=453/0-5-8 (min. 0-1-8), 5=105/Mechanical Max Horz 2=116(LC 12) Max Uplift4= 31(LC 12), 2=-38(LC 12), 5=3(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-271/0 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2pst; BCDL=4,2ps1; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1.5-0, Interior(1) 1-5-0 to 5-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2, S. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job .-Truss JTruss Type _IQty Ply rDue017114(IOIRP IBI 16317 J4 (Jack Open It ' 1 nJob Reteienge (optmnal) Snake RiveT,usBComponenis dalm FeAS Ib B84(lRobn Pelnyll Run. 8110s J1132b17P1181105 Jun 132017M,Teklndns1,,. hC ' FriM14104339260 Pe991 ID:XEEtyodPhAsEvLK2sOp$ORyyAPS RzEf?luLnIBIE2eUE7PeS_mOayDuFG8oHXjuxQyy9d, 35-8 .. 7-1-2 . - 760 35,8,.._ 3-7-10 Scale = 1:30.5 LOADING lost) SPACING 2-0-0 TCLL 35.0 Plate Grip DOL 1.15 TCDL 8.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 8.0 Code IRC2012/TP12007 CSI. TC 0.37 BC 0.81 WB 0.00 Matrix -R DEFL. in Verhi-L) -0.13 Vert(TL) -0.23 Horz(TL) 0.07 Wind(LL) 0.07 (loc) Well L/d 5-6 >635 360 5-6 >362 240 5 We n/a 5-6 >999 240 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 281b FT=0% LUMBER- BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Sir *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2: 20 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 DF Stud/Std Installation guide. REACTIONS. (Ib/size) 4=203/Mechanical, 2=523/0-5-8 (min. 0-1-8),5=123/Mechanical Max Horz2=139(LC Q) Max Uplift4=-49(LC 12), 2=.33(LC 12), 5=4(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-387/0, 8-9=280/0 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25h; B=45ft; L=24ft; eave=oft; Cal. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-0-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `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. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2, 5. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1Job - Truss iTmss Type :j Oty I Ply. Duslm7114(1D)RP 131162.17 JAI iJadc Open 2 _ __ Job Refenence (optional). S1a..eRver'rr s58Compo.enls Idaho FMs,ID$3401 Robin PPlpngll Pun:61f0a Jin I02017Prnt 8I10sJun 13201]M1Tek hdosl,eshe FnJu1141D43402G1 Pagel ID.XEF1yodPhAsEvt.K2sOpSGRyyAP$ v9o1C5v_kCJusCDgonVI0CJNJMI_JOyWBTSTsyy9ol - .1 g0. - 3-1-12 Scale = 1:13.4 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr REACTIONS. (Ib/size) 3=74/Mechanical, 2=348/0-5-8 (min. 0-1-8),4=23/Mechanical Max Horz 2=61 (LC 12) Max Uplift3— 15(LC 9), 2— 62(LC 12) Max Grav 3=74(LC 1), 2=348(LC 1), 4=51 LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IMiTek recommends that Stabilizers and required cross bracing binstalled during truss erection, in accordance with Stabilizer installation guide. NOTES- 1) OTES1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psh h=25ft; B=45ft; L=24ft; save=4ft: Cat. II; Exp B; enclosed: MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI I. LOAD CASE(S) Standard 3-1-12 LOADING lost) SPACING• 2-0-0 CSI- DEFL. in floc) Wall L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 24 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.05 Vert(TL) -0.01 24 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -P WincI LL) 0.00 2 '*** 240 Weight: 11 1b FT = 0 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr REACTIONS. (Ib/size) 3=74/Mechanical, 2=348/0-5-8 (min. 0-1-8),4=23/Mechanical Max Horz 2=61 (LC 12) Max Uplift3— 15(LC 9), 2— 62(LC 12) Max Grav 3=74(LC 1), 2=348(LC 1), 4=51 LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IMiTek recommends that Stabilizers and required cross bracing binstalled during truss erection, in accordance with Stabilizer installation guide. NOTES- 1) OTES1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psh h=25ft; B=45ft; L=24ft; save=4ft: Cat. II; Exp B; enclosed: MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI I. LOAD CASE(S) Standard Jab -i Truss Truss Type ICry 'Ply - '6usIn7,14111))RP BI7a21] JA2 'Jack open 1 1 _ _ jJob Reference(optlonali Snake Rrver Truss & CorrpOn2nfs Idaho Falls. ID 8340), Robin Pelting II Run 8.110 s Jun 13'^.017 Pnel 8110 s Jun 13 2017 M,Tek Industries. Inc. -FI JO M W 4340 2017 Page I IDAFETyodPhASEvLK2sep5GnyyAPS.v9o1 C5v_kCJt,sCOgot%,tOCJM7MaH-jOyWBTS'FsyygdI ---1-6p =3-6-8 5-9:12 _ 1.6.0 _3_6_E 2.4 .4 Scale - 1:1 Re LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.04 6 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.07 5-6 >916 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Hor2(TL) 0.03 5 n/a n/a BCDL 8.0 Code IRC2012ITP12007 Matrix -R Wind(LL) 0.03 6 >999 240 Weight: 211b FT=O% LUMBER, - BRACING- TOP RACINGTOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr *Except* BOT CHORD B2: 2x4 DF Stud/Std REACTIONS. (Ib/size) 4=150/Mechanical, 2=461/0-5-8 (min. 0-1-8),5=106/Mechanical Max Horz 2=91(LC 12) Max Uplift4= 25(LC 12), 2— 54(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-323/5 Structural wood sheathing directly applied or 5-9-12 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 13=451t; L=2411; eave=4ft; Cat. If: Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-9-0 zone: cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. LOAD CASE(S) Standard Job , Truss Truss Type - Oty 'Ply Just,7114(Ip RP Ell 16217 'JA3 jJach Open '',I I _ Job Reference (optional( Snake Rrvtt ❑us= &Gor@wnenk IcahQ F311S. ID 83401 Robin Pelw gll Rea 6.1 If i' 201 r Punl. 8,110 SJun 13 2017 MTek Indo 1 ,es, Inc I J J 1410.134 (2017 Page I - ID:XEEtyodP iAsF.v'J(,'sOpSGRyyAPS 01 MPOFvcVWPIUMntMYR6xFsVfmz41215ltG7olyy5dc -1-60 ' 2'-0-0. 3-5-8 8512 160 20-0 '1-58 -50-4. -S R Scale = 126.2 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012TP12007 CSI. TC 0.34 BC 0.57 WB 0.57 Matrix -P DEFL. in Vert(" CL) -0.05 Vert(T1-) -0.12 Horz(TL) 0.04 Wind(LL) 0.02 floc) I/dell Ud 9 >999 360 7-8 >812 240 6 n/a n/a 9 >999 240 PLATES GRIP MT20 2201195 Weight: 39 lb FT=O% LUMBER. BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Bir *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2: 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 OF Stud/Std be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=189/Mechanical, 2=589/0-5-8 (min. 0-1-8),6=212/Mechanical Max Horz2=121(LC 12) Max Uplif15= 42(1-0 12), 2=-51 (LC 12), 6=-1 (LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-513/0,3-10=-450/0.3-4=-1214/239 BOT CHORD 2-9=-98/352, 4-8=-29/281, 7-8=-384/1255 WEBS 3-9=-305187, 3-8=-324/1026, 4-7=-12681388 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=2411; eave=4ft; Cal. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior,(2)-1-6-13 to 1.5-3. Interior(1) 1-5-3 to B-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL --1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5, 2, 6. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSITPI 1. LOAD CASE(S) Standard i Job { Truss iTruss Type Pty jPly- IDusiin71l4jI[oRP 8116217 ILAY01 Lay In Clable _ Job Reference (optional): Snake Rve,i TrussaCompo lents Who Farts, ID 82401 Robm Pe11ogr Run: 8110 s Ain 132017 Print a110$ Jon 1320171AiTk induslres Inc Pn Air 141043 412017 Pagel IDYEEly0dPhAsEvLK2sOpSGRyyAPS OLMPORVCVWRMnimYR6xPsaKm511A451ro�olyy9dC 41.11 _ 5-3.13,.._. N958 123--'-.T '-� 4-1-11 3x4= 4x4= 5 11 10 9 8 Scale - 1:22.2 Plate Offsets (X,Y)-- [4:0-2-8,0-2-01, [5:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TO 0.04 Vert(LL) n/a - We 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 7 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Weight: 39 lb FT=O% LUMBER - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 9-5-8. (Ib) - Max Horz 1— 58(LC 10) Max Uplift All uplift 100111 or less at joint(s) 1, 10, 11, 8 Max Grav All reactions 250 Ib or less atjoint(s) 1, 7, 9, 10, 11, 8 FORCES. (111) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=451t; L=24ft; eave=4h; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-4-9 to 3-3-13, Interlor(1) 3-3-13 to 4-1-11, Exterior(2) 4-1-11 to 5-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 8t between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1, 10, 11, 8. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard • 5 A r F t -.'f ..i v. Oob ,Truss ,Tnlss Type Irny IPly Ioo51n7A4(lg)RP 91162 17 I LAY02ILay In Gable _ { Jpb %Wence (optional)_ Make ReerTrvss& Coanponenls Mahe Fails. Toll Robin PetW1gi11 hU,c6110$JL1132017 N,J 8.11U S Jun 132017 Y,Tek ludo [es,ln<Fil Jul 1410.43422017 Page 1. ID'XEEIycdPhAsEvLK2sOpSGRyyAPS sVwrrdnwEGp7c6VM3vGzLUd0lgAN$dLEzVYZYlyy9d5 L4 12. 029 t.` 193 1_ 1-2 3 30 = Scale = 1:60.7 2 3 3x4 \ 71 4 16 S 15 14 10.82 12 17 10.82 L12 2 STI 6 T1 7 13 ST2 8 12 9 3x4=11 10 3x4 LOADING (est) SPACING 2-0-0 CSI. DEFL. In floc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) rVa - n/a 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.03 Vert(TL) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.04 Horz(TL) 0.00 9 n/a n/a BCDL 8.0 Code IRC2012/7PI2007 Matrix -R Weight: 53 Ib FT = 0 LUMBER- BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TOP CHORD BOT CHORD 2x4 DF 1 BOOF 1.6E or 2x4 DF No.i&Btr OTHERS 2x4 DF Stud/Std BOT CHORD REACTIONS. All bearings 133-11. (Ib) - Max Herz 1= 235(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 1, 9, 11, 15.14, 13, 12, 10 Max Grav All reactions 2501b or less atjoint(s) 1, 9, 11, 16, 15, 14, 13, 12, 10 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 1-2. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=251t; B=45ft; L=24h; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-2-0 to 5-7-10, Interlor(1) 5-7-10 to 12-10-8 zone; cantilever left and right exposed: and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 1001b uplift at joints) 1, 9, 11, 15, 14, 13, 12 0. 9) Beveled plate or shim required to provide lull bearing surface with truss chord at joint(s) 1, 16, 15, 14, 13, 12. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 'ISI '.Job- .. Truss ITn,ss Type, Qty Ply 13116217 LAY03 Lay 11 Gable. I Snake R, a, Truss 9 Components plaho Falls. ID83401, Robin PCling,ll R.ir, 8.110 s -J,,,, 13 2017 z ID;XFFtyodPhAsEVLK 14-3-14 - LL12x5-a' "Y -3-5n 3x4 j 2 0 4x4 = �81 10.82 r12 7 0,1107114(11D)RIP - I Job Reference toptionab 'nnl. 8. IfOsJu1132017101 hhaus, es 11c. Nod 1410.43432017 Pager 'sOpSGRyyAPS KkUA17xs17hTIfxFTZUiOgxtCamJB4LOC9h646yy9d Scale - 1:71.9 V51 3x442 17 16 15 14 3x4 = 3-5-13 I 14-8-14 Plate Offsets (X,Y)-- 19:0-9,Edoe1.(15:0-2-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Veri Fila - Fila 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.07 Vert(TL) Fila - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horzl -0.00 9 1 Fila BCDL 8.0 Code IRC2012/TP12007 Matrix -R Weight: 81 lb FT=0 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Sid BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. rICXGl Wrizin mu eearings 14-0-19. (lb) - Max Horz 17=222(LC 12) Max Uplift All uplift 100 lb or less at joints) 17, 15, 10, 11, 12, 13, 14 except 9=197(LC 12), 16_ 142(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 17, 9, 15, 10, 11, 12, 13, 14 except 16=257(LC 17) FORCES. (Ib) - Max. Comp./Max- Ten. - All forces 250 (Ib) or less except when shown. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=4511; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-5.4, Exterior(2) 12-5-4 to 14-64 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psi 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 1001b uplift atjoint(s) 17, 15, 10, 11, 12, 13, 14 except (jt=1b) 9=197, 16=142. 8) Beveled plate or shim required to provide full bearing sudace with truss chord at joint(s) 9, 10, 11, 12, 13, 14. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI I. LOAD CASE(S) Standard 0 Job _ 'Truss ,.Truss Type - 113116217 `-1LAY04 Lay h Gable Srrke Rover RrSs Cfrnp66IM5 ldali6 Fars ID 83401 Rcb.n('elti1g 11 17.8£ 2x4 1I aty Ply Xs1in711411D)RP Jou Reference (optional/. boon '8110 1 .Jun IS ZO 17 hr [ 6110 S Jul IS 2017 MTek 4ldusines lm For JA 14 10,41.44 2017 Pagel ID:XEEtycdPh&Evl K2sOpSGRyyAPB-ow?Y2TyUnPpJLpWS1g4pZ2UUz7QwW8XtipRludyy9ci 5.75 5_2,s Scale= 1:43.7 2x4 4 2x4 // 7 6 5 20 2x4 2x4 �� LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell Lod PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) n/a - We 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.02 Ved(TL) Na - n/a 999 BCL- 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -P Weight: 36 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Studo BOT CHORD OTHERS 2x4 DF Studo REACTIONS. All bearings 5-2-5. (Ib) - Max Horz 1=194(1-C 9) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 except 1=-I 67ft-C 10), 6=-121(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 1, 5, 7 except 6=262(LO 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD i-2=-5931500,2-3=-4311379 WEBS 3-6=238/252 Structural wood sheathing directly applied or 5-2-5 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2psi; h=25ft; B=451t; L=24ft; eave=4ft; Cal. II; Exp B; enclosed; MW FRS (directional) and C -C Corner(3) 0.3-4 to 4-6-3, Exterior(2) 4-6-3 to 5-0.9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 7 except (jt=1b) 1=167, 6=121. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job .;Truss 1Truss Type. -il pt Bi 162.17 IMI 1JACK CLOSED6 Sake Riper Truss B Components Idaho Falls. ID83401 Ropn Pe11ny11 nJn'811 - JD:XEEIyodF 160310 -if . 1-60' 3-10-11 ' Y PlyP . Dushn711,1013 I 1k Job Refereltce, (option at) i(3RyyAPS-ow2Y2TyUnRI)JLpWSty?pZ2U WzOBwVpXRpRfbdyy9c'I Scale _ 1:36.E 2x4 4 3x6 3x4= Plate Offsets (X,Y)-- 12:0-0-4,0.0-71, 12:0-0-9,0-4-51 [2:0-2-8,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo)/def! L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.10 5-8 >951 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -D.21 5-8 >439 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 HorzfTL) D.01 2 n/a We BCDL 8.0 Code IRC2012/TP12007 Matrix -MP Wind(LL) -0.01 5-8 >999 240 Weight: 411b FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr WEBS 20 DF Stud/Sid WEDGE Left: 2x4 DF Stud/Std REACTIONS. (Ib/size) 2=550/0-5-8 (min. 0-1-8), 5=387/Mechanical Max Horz 2=161(LC 11) Max Uplifl2_ 59(LC 12), 5=-48(LC 9) FORCES. (lb) - Max. Comp./Mau. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-392,'71,3.9=-268185 BOT CHORD 2-5=-158/295 WEBS 3-5=356/129 BRACING- TOP RACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection. In accordance with Stabilizer Installation guide. NOTES- 1) OTES1) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=250: B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Extarior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joinf(s) 2, 5. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard .. .. k C,✓