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HomeMy WebLinkAboutTRUSS SPECS - 17-00105 - 675 Canyon Springs - SFRJob 'USs mss ype Uty Ply 675Canyon Springs2zul )RP 80233-17 Al Common 1 1 1 Row at midpt 7-15,5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference (actions]) M �N Scale = 1:70.0 5x6 = 6.00 12 6 '/ IJ 13 IG 3%0 = 2x4 II 46 = 3x6 = 3x8 = 3x6 = 46 = 2x4 II 11y LOADING (psf) SPACING- 2.0.0 TOLL 35.0 Plate Grip DOL 1.15 TOOL 8.0 Lumber DOL 1.15 BOLL 0.0" Rep Stress lncr YES BCDL 8.0 Code IRC2012/TP12007 CSI. TO 0.59 BC 0.47 WB 0.96 Matrix -R DEFL. in (loo) I/defl Ud Vert(LL) -0.1712-13 >999 360 Vert(TL) -0.3212-13 >999 240 Horz(TL) 0.09 10 n/a We Wind(LL) 0.0512-13 >999 240 PLATES GRIP MT20 220/195 Weight: 207 Ib FT=O% LUMBER. BRACING. TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 7-15,5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (Ib/size) 18=2610/0-3-8 (min. 0-2-13), 10=1839/0-3-8 (min. 0-1-15) Max Horz 18=166(LC 11) Max UplIft18=-290(LC 12), 10=125(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-19=-422/855, 3-19=-401/996, 3-4=-1505/97, 4-5=-1 229199, 5-20=-1617/182, 6-20=-1480/197, 6-21=-1480/212, 7-21=-1618/187, 7-8=-2152/216, 8-9=-2428/214, 9-22=-3092/222,10-22=.3199/201 BOT CHORD 2-18=-769/448,17-18=-769/431,16-17=0/1251,16-23=011251, 15-23=0/1251, 15-24=-17/2051,14-24=-17/2051, 13-14=-17/2051,12-13=-105/2745,10-12=-10512745 WEBS 6-15=-28/730, 7-15=-1027/140, 7-13=0/459, 9-13=-756/96, 5-17=-759/205, 3-17=-330/2165, 3-18=-2467/447 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=4.2psh h=25ft; B=45ft; L=41 it; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 2-6-7, Interior(1) 2-6-7 to 20-6-0, Exterior(2) 20-6-0 to 24-7-3 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, with BCDL = B.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 Ib uplift at joint 18 and 125 Ib uplift at joint 10. 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 0 Truss mss ype 127:0-1-150.0.01 130:0-1-130-1-01 y 6]5 Canyon Springs2l23(ID)RP 80233-1] Al SG GABLE 1 1 in (loo) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 Job Reference (optional) Go.....„ j.;.. . iuram.vi n ma a' 's nrn:a.wosdon zo 11.1r MI I ex rousvres, Inc. Mon Mar 1910: 59:082017 Paege1 ID:ch49cPtEaWCfjul Wmbo6CpyHt5v.HkRg9A61K_9SU?IzVn3EL1RfVgtfCHvljiDMYSzbM6X 8-1-12 13-3-14 20-fi-0 27-8-2 34-10-4 41-0-0 2-6- 1-6-0 6-1-12 7-2-2 7-2-2 7-2-2 7-2-2 6-1-12 1-6-0 5x6 = 6.00 12 Scale =1:70.0 ,a Ir Ip IJ l2 3x0 = 46 = 3x6 = 3x8 = 3x6 = 3x4 = 6-0-0 6-jr12 133-14 20-6-0 27-6-2 34-10-4 41-0-0 6-0-0 _0- -12 7-2-2 7-2-2 6-1-12 1Iv Plate Offsets(X,Y)-- 13:0-1-80-1-01 f4:0-3-0Edgel 14:0-0-00-1-121117:0-1-120-1-121 127:0-1-150.0.01 130:0-1-130-1-01 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. LOADING (Pat) SPACING. 2-0-0 CSI. DEFL. in (loo) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.1712-13 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.3212-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.09 10 n/a n/a BCDL 8.0 Code IRC2012ITP12007 Matrix -R Wind(LL) 0.0512-13 >999 240 Weight: 268 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 OTHERS 2x4 DF Stud/Std REACTIONS. (Ib/size) 18=2610/0-3-8 (min. 0.2-13), 10=1839/0-3-8 (min. 0-1-15) Max Horz 18=-166(LC 10) Max Upliftl8= 290(LC 12), 10=-125(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15,5.15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Camp./Max. Ten. - All fomes 250 (lb) or less except when shown. TOP CHORD 2-40=-422/855,3-40=-401/996,3-4=-1505/97, 4-5=-1229/99,5-41=-1617/182, 6-41=-1480/197, 6-42=-1480/212, 7-42=-1618/187, 7-8=-2152/216, 8-9=-2428/214, 9-43=-3092/222,10-43=-3199/201 BOT CHORD 2-18=-769/448,17-18=-769/431, 16-17=0/1251,16-44=0/1251.15-44=0/1251, 15-45=-17/2051,14-45=-17/2051,13-14= 17/2051,12-13=-105/2745,10-12=-105/2745 WEBS 6-15=-28/730, 7-15=-1027/140, 7-13=0/459, 9-13=-756/96, 5-17=-759/205, 3-17=-330/2165, 3-18=-2467/447 NOTES - 1) Unbalanced roof live loads have been considered far 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=41ft eave=5ft; Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2) -1-6-13 to 2-6-7, Interior(1) 2-6-7 to 20-6-0, Exterior(2) 20-6.0 to 24-7-3 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/TPI 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 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 Ib uplift at joint 18 and 125 Ib uplift at joint 10. 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 mse mss ype ly y 675 Canyon Spring52/23(1D)RP 80233-17 A2 Common 4 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Job Reference (optional) .,,,e.e.,�..' ......... ,,, oo.o,�..w,,, re„i„d,,, nm 4x4 = Scale: 3/16"=P 2x4 11 3x4 = 3x4 —3x8 = 3x4 = 3x4 — 2x4 11 6-1-12 13-3-14 17-6-0 21-8-2 28-70-4 35-0-0 Plate Offsets (X,Y)-- 13:0-4-0,0-3-0]. [7:0-4-0,0-3-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.21 15 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.4015-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.16 8 n/a n/a BCDL 8.0 Code IRC2012/I'PI2007 Matrix -R Wind(LL) 0.07 15 ->999 240 Weight: 18316 FT=O% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOPCHORD BOTCHORD REACTIONS. (Ib/size) 2=1917/0-3-8 (min. 0-2-1),8=1917/0-3-8 (min. 0-2-1) Max Harz 2=138(LC 11) Max Uplitt2=-144(LC 12), 8=-144(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-17=-3372/246, 3-17=-3155/263,3-4=-2588/261, 4-18=-2051/259,5-18=-2025/273, 5 -19=-2025/273,6-19=-2051/259,6-7=-2588/261,7-20=-3155/263,8-20= 3372/246 BOT CHORD 2-16=-156/2899, 15-16=-158/2896, 14-15=-72/2190, 13-14=72/2190, 12-13=-83/2190, 11-12=-83/2190, 10-11=-175/2896, 8-10=-173/2899 WEBS 5-13=-168/1485, 6-13=-858/123, 6.11=0/419, 7-11=-786/100, 7-10=0/258, 4-13=-858/123, 4-15=0/419, 3-15=-786/100, 3-16=0/258 Structural wood sheathing directly applied or 3-4-7 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) 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=35ft; eave=5ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 1-11-3, Interior(1) 1-11.3 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 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) 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.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 144 lb uplift at joint 2 and 144 lb uplift at joint 8. 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 0b Truss I MSS I ype Uy My�675CanrnSpring.M3(ID)RP TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr TOP CHORD B0233-17 A2SG GABLE 1 1 OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 5-19,6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference loptlonall as a Components, Idaho Falls, ID 83401, Robin Petlingill 4x4 = Scale: 3/16"=1' 3x4 = 3x4 =3x8 =3x4 — 17 16 15 14 1312 11 10 17 m 0 LOADING lost) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 TCDL 8.0 Lumber DOL 1.15 SC 0.29 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 BCDL 8.0 Code IRC2012/7PI2007 Matrix -R DEFL. in (loo) I/dell L/d Vert( CIL) -0.06 22 >999 360 Vert(TL) -0.1521-22 >999 240 Horz(TL) 0.03 17 n/a n/a Wind(LL) 0.02 22 >999 240 PLATES GRIP MT20 220/195 Weight: 2331b 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 4-11-12 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std 10-0-0 oc bracing: 2-22,21-22,19-21. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 5-19,6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-0-0 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=138(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 2, 8, 16, 10 except 17= 128(LC 12), 13= 126(LC 21) Max Grav All reactions 2501b or less at joint(s) 16, 15, 14, 12, 11, 10 except 2=1120(LC 1), 17=1883(LC 1), 13=499(LC 22), 8=306(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-41=-1648/111, 3-41=-1431/128, 3-4=837/119, 4-42=-290/115,5-42=-264/130, 5-43=-264/134, 6-43=-290/120, 6-7=-42/546 BOT CHORD 2-22=-36/1369, 21-22=-37/1365,20-21=01624,19-20=0/624,18-19=-4071143, 17-18=-407/143 WEBS 6-19=-37/1007,6-17=-1659/173,7-17=-320/91, 7-13=-496/135, 4-19=-874/126, 4-21=0/430, 3-21=-812/103, 3-22=0/261 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=35ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 1-11-3, Interior(1) 1-11-3 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 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 studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 lost 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 joint(s) 2, 8, 16, 10 except (jt=lb) 17=128, 13=126. 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 0Truss 11:0-3-0,0-1-81, 12:0-2-0,Edgel [4:0-3-0,0-2-41 suss ype y y 675Canyon Sp60gsM3(lp)RP 801233-17 A3 Common 3 1 in (loc) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 Job Reference (optional) Snake River Truss & Components, Idano Palls, l0 83401, Robin Pettin8ill 4A 46 = 6.09 12 3x4 = 44 = 3x4 = 3x8 = 4x4 = 3x4 = 2x4 11 7-1-6 14-3-8 21-5-10 28-7-12 34-9-8 ]-2-2 ]-9-9 7.9-� a.1eo Scale = 1:66.7 Plate Offsets (X,Y)-- 11:0-3-0,0-1-81, 12:0-2-0,Edgel [4:0-3-0,0-2-41 TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr end vedicals. WEBS 2x4 DF Stud/Std *Except* BOT CHORD 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 0.55 Vert(LL) -0.1710-11 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.33 10-11 >999 240 BOT CHORD 15-21= 14/1519, 14-21=-14/1519, 13-14=-1411519,13-22=-77/2193,12-22=-77/2193, BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.11 8 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.0610-11 >999 240 Weight: 1871b 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 3-4-3 oc purlins, except BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr end vedicals. WEBS 2x4 DF Stud/Std *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W 1: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr 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) 16=1756/0-3-8 (min. 0-1-14),8=1910/0-3-8 (min. 0-2-1) Max Horz 16=-199(LC 10) Max Uplitti6=-99(LC 12), 8=-144(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-17=-1825/178, 2-17=-1692/190, 2-3=-1557/192, 3-18=-1776/225, 4-18=-1 634/248, 4-19=-1634/251, 5-19=-1776/227, 5-6=-2309/255, 6-7=-2585/253, 7-20=-3247/257, 8-20=-3354/237,1-16=-1692/200 BOT CHORD 15-21= 14/1519, 14-21=-14/1519, 13-14=-1411519,13-22=-77/2193,12-22=-77/2193, 11-12= 77/2193,10-11= 165/2882,8-10=-165/2882 WEBS 3-15=-547/113, 3-13=-295/199, 4-13=-69/848, 5-13=-1027/136, 5-11=0/457, 7-11=-752/95, 1-15=-109/1548 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=35ft; eave=4tt; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-7-8, Interior()) 3-7-8 to 14-3-8, Exterior(2) 14-3.8 to 17-9-4 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) 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 20.0ps1 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, with BCDL = 8.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 16 except Qt=1b) 8=144. 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 ru55 mss Type Qty Ply 675 Canyon SoHngsV2311D)RP B0233-17 A4 Common 3 1 CSI. DEFL. in (loc) I/deft L/d Job Reference (optional) Tmss & Components, Idaho Falls, ID 83401, Robin Petlingill _2-11-8 2-11-8 6.00 12 5x6 = 2 1 3XI 46 = 3x4 = 48 = 2x4 11 10-1-10 173-12 2e-5-8 10-1-10 Z2-2 Fd -19 Scale = 1:60.2 Plate Offsets (X,Y).- 11:Edge 0-1-12] 14:0-2-0 Edgel 111:Edge 0-2-0] Structural wood sheathing directly applied or 4-5-15 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr end verticals. WEBS 2x4 DF Stud/Std'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W 7: 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr WEBS LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.39 9-11 >712 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.66 9-11 >422 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.04 6 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.07 9-11 >999 240 Weight: 135 Ib 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 4-5-15 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr end verticals. WEBS 2x4 DF Stud/Std'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W 7: 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr WEBS 1 Row at midpl 1-11,2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 11=1176/0-5-8 (min. 0-1-8), 6=1334/0-3-8 (min. 0-1-8) Max Herz 11= 270(LC 10) Max Upliftl 1=-73(LC 12), 6=-105(LC 12) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-12= 1181/258, 3-12= 1342/245, 3-4=-1054/157, 4-5=1330/155, 5-13=-1889/158, 6-13=-2103/137 BOT CHORD 11-14= 32/371, 10-14=-32/371, 9-10=-32/371, 8-9=-47/1773, 6-8=-47/1773 WEBS 2-9=-164/1347,3-9=-649/164,5-9=-766/114,2-11=-1098/303 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=25R; B=450; L=24ft, eave=oft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 5-11-8, Interior(1) 5-11-8 to 25-0-5 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 8.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 11 except (jt=lb) 6=105. 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 toss ype Uy y 675 Canyon SpringsMID)RP 80233-17 ABGtoss Common Supported Gable 1 1 installation quids. LOADING (I SPACING- 2-0-0 CSI. Max Uplift All uplift 100 lb or less atjoint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12 Job Reference (optional) Scale = 1:40.2 4x4 = 7 ca cc c, co ,o is I/ la ID 14 _... 3x4 = I Io LUMBER- BRACING• TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF I &Btr TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF I &Btr BOT CHORD 22-0-0 OTHERS 2x4 DF Stud/Std Mil recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation quids. LOADING (I SPACING- 2-0-0 CSI. Max Uplift All uplift 100 lb or less atjoint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12 DEFL. in (lac) I/detl Ltd PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Ved(LL) -0.01 13 n/r 120 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.01 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.09 Horz(TL) 0.00 12 n/a n/a BCDL 8.0 Code IRC2012frPI2007 Matrix -R Weight: 1051b FT=O% LUMBER- BRACING• TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF I &Btr TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF I &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std Mil recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation quids. REACTIONS. All bearings 22-0-0. (Ib) - Max Horz2=-81(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 Ib or less at joint(s) 18, 19, 20, 22, 23, 17, 16, 15, 14 except 2=315(-C 1), 12=315(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1 ) OTES•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; SCDL=4.2psf; h=25tt; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Corner(3)-1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 11-0-0, Corner(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 Al 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 to uplift at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 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. LOAD CASE(S) Standard Job fussruss I ype Cry Ply 675Canyan8prings023(ID)RP 80233-17 B1 Common 1 1 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. Job Reference (optional) 6.00 FT2 4x4 = 4 Scale = 1:57.3 3x6 = 12 17 18 11 10 9 19 20 8 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = 3x8 = 8-9-4 17-0-0 25-2-12 34-0-0 A -O -d A -9d9 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0],14:0-2-0,0-2-41, [5:0.3.0,0-3-0] LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.22 8-10 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.61 Vart(TL) -0.41 8-10 >999 240 SCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.14 7 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.07 10 >999 240 Weight: 157 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 3-0-13 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 be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (Ib/size) 1=1728/Mechanical, 7=1728/Mechanical Max Harz 1=-123(LC 10) Max Upliftl=-98(lC 12), 7=-98(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-3281/301, 2-13=-3170/312, 2-3=-29391297, 3-14=-20601251, 4-14=-1868/263, 4 -15= -1868/263,5 -15=-2060/251,5-6=-2939/297,6-16=3170/312,7-16=-3281/301 BOT CHORD 1 -12=-221/2852,12-17=-13012296,17-18=-130/2296,11-18=-130/2296, 10-11=-130/2296, 9 -10= -131/2296,9 -19=-131/2296,19-20=131/2296,8-20=-131/2296,7-8=-220/2852 WEBS 4-10=-108/1254,5-10=-814/128,5-B=-25/553,6-8=-471/125, 3-10=-814/128,3-12=-25/553, 2-12=-471/125 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=25tt; B=451t; L=34ft; eave=4tt; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-5-9, Interior(1) 3-5-9 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 20.0psf 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 = B.Opsf. 5) Refer to girder(s) 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) 1, 7. 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. LOAD CASE(S) Standard Job use was ype Qty y 675 Canyon SpringsV23(lmRP 80233-17 B1G Common supported Gable 1 1 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 Installation guide. Job Reference (optional) m 3x4 34 33 32 31 RI—F 1— & CUPIlp—vilm, ua„u rdi, u 6546,,„uum rr,,,,y,,, 6.00 F12 s jan zo em, rant u.muedanzo em Muex mouemee, mc. Mon Mar131u-591b 8017 Paee1 ID:ch49cPtEaWCfju1 WmboeCpyHt5v-a4MUdZCQg82Tp4KKQlht7CDzgfMgLdk3KIQEIYzbM6Q 4x4 = 10 Scale =1:57.3 30 29 28 27 5x6 = 26 25 24 5x6 — I� 0 23 22 21 20 3x4 = Plate Offsets (X,Y)-- 113:0-0-0,0-0-01,125:0-3-0,0-3-07,129:0-3-0,0-3-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loo) Well L/d PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 Installation guide. BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 19 n/a n/a Max Uplift All uplift 100 Ib or less atjoint(s) 28, 29, 30, 31, BCDL 8.0 Code IRC2012/7P12007 Matrix -R 34=315(LC 21), 20=315(LC 22) Weight: 191 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 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 10-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-0-0. (lb) - Max Hou 1=-123(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s) 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 Ib or less at joint(s) 1, 27, 28, 29, 30, 31, 32, 33, 26, 25, 24, 23, 22, 21, 19 except 34=315(LC 21), 20=315(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All 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=4.2ps1; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=2ft; Cat. Il; Exp B; enclosed; MWFRS (directional) and C -C Corner(3) 0-0-0 to 3-4-13, Exterior(2) 3-4-13 to 17-0-0, Corner(3) 17-0-0 to 20-4-13 zone; cantilever lett and right exposed ; end vertical left and right exposed;C-C for members and farces & 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 psi 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 joint(s) 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 1, 19. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIRPI 1. LOAD CASE(S) Standard Job rusS I was I ypety y 675 Canyon Spnngs223QD)RP B0233-17 B2 Roof Special 4 1 Plate Grip DOL 1.15 TC 0.83 Vert( CIL) -0.4213-14 >958 360 Job Reference (optional) n,ve, uu- & uuaipu„uus, mauu Fa 6, ,u ouru i, nuu,n renitigin t un: a.luus dan zD GUL Pnm: fi -6.luu a Ja[b 201 / MI IeK lnaustrles, lnc. Mon Mar 1 310591 a 2017 Pa9a I ID:ch49cPtEaWCfju1 Wmbo6CpyHt5v-2GwsgvD3RSAKRDvWzTC6gPmzn3YO4uTDZx9nq?zbM6P 5 17-0130 19-11-821-010-8 26-10.06 3-107 315--083400 5-5-2_it86-00 2 4- 4-1 1- 2-5-8 4x4 = 7 22 23 3xfi = 16 15 7x10 MT20H5� 11 5x6 = 3x6 = 5x6 ' 5%8 0 2x4 = 6.00 12 7X` O MT20HSi Scale = 1:62.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert( CIL) -0.4213-14 >958 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.70 Vart(TL) -0.8013-14 >506 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WS 0.92 Honz(TL) 0.35 11 n/a n/a M18SHS 220/195 BCDL 8.0 Code IRC2012rrP12007 Matrix -R Wind(LL) 0.1413-14 >999 240 Weight: 189 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 1-11-3 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr end verticals, and 2-0-0 oc purlins (2-5-13 max.): 8-10. WEBS 2x4 DF Stud/Std'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1 0,Wl 3: 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 Installation uide. REACTIONS. (Ib/size) 11=1723/Mechanical, 1=1723/Mechanical Max Hoz 1=151(LC 11) Max Upliftl l= 98(LC 12), 1=-97(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=-3293/300, 2-18=-3160/311, 2-3=-2932/298, 3-19=-2044/252, 4-19=-1938/265, 4-5=-1963/263, 5-20=-2967/343, 6-20=3032/341, 6-7=-3086/305, 7-8=-6425/562, 8-21= 5311/435,9-21=-5311/435,9-10=-3595/331,10-11=-1657/175 BOT CHORD 1-17=-293/2842,17-22=-21612282, 22-23=-216/2282,16-23=-216/2282,15-16=-161/1988, 14-15=-170/2193,13-14=-330/3463,12-13=-376/3820 WEBS 2-17=-474/125, 3-17=-24/568, 3-16=-809/128, 4-16=-140/1312, 5-16=-743/123, 5-15=-913/53, 5-14=-173/2004, 7-14=-997/139, 7-13=-214/2796, 8-13=-2914/287, 9-13=-116/1987,9-12=-1539/116,10-12=-367/3829 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=34ft; eave=4tt; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-12 to 3-5-9, Interior(1) 3-5-9 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13, Interior(1) 30-1-7 to 33-10-4 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) 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, with BCDL = 8.0psf. 7) Refer to gifder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 1. 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. 10) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASES) Standard Job mssmay I ype ty y 675 Canyon Spnngs2/23(IDIRP 80233-17 a3 Common 3 1 SPACING- 2-0-0 REACTIONS. (Ib/size) 2=1878/0-5-8 (min. 0-2-0), 8=1715/Mechanical CSI. Max Horz2=131(LC 11) DEFL. in (loo) Job Ref (pt' I) n-1 oubbn,.w11Pm-1Lb,ma„u rens, ,u oorm, muni renn,gnn nun:o.auu a dan zozm r rnn:n.tuu s don 2b 2011 M1 i ex moustnasine. Mon Mar 1310:59:172017 Wee1 ID:ch49cPtEaWCiju1 Wmbo6CpyHtSv-WSUE2FDhCIIA3NUIRAILCdJDZSvgpLeMobvLNRzbM6O -1-6-01-5 1-6-0 fi-OS 11-8-3 17-0-0 22-5-13 27-11-11 34-0-0 1-6-0 fi-0-5 5-5-13 5-5-13 5-5-13 5-5-13 6-0-5 44 = 8.00 12 Scale =1:57.7 3x4 = 3x4 = 3x8 — 3x4 = 3x4 = 8-9-4 17-0-0 25-2-12 34-0-0 8-94 8-2-12 8-2-12 AA -4 Iq 0 Plate Offsets (X,Y)-- 14:0-3-0,0-3-01. 15:0-2-0,0-2-41 L6:0-3-0,0-3-0] Structural wood sheathing directly applied or 3-1-0 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 be installed during truss erection, in accordance with Stabilizer LOADING (psi) SPACING- 2-0-0 REACTIONS. (Ib/size) 2=1878/0-5-8 (min. 0-2-0), 8=1715/Mechanical CSI. Max Horz2=131(LC 11) DEFL. in (loo) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.2211-13 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.4111-13 >996 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.14 8 n/a n/a BCDL 8.0 Code IRC2012lrP12007 Matrix -R Wind(LL) 0.0711-13 >999 240 Weight: 159 Ib 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 3-1-0 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 be installed during truss erection, in accordance with Stabilizer Installationuide. REACTIONS. (Ib/size) 2=1878/0-5-8 (min. 0-2-0), 8=1715/Mechanical Max Horz2=131(LC 11) Max Uplift2=-145(LC 12), 8=-96(LC 12) FORCES. (Ib) - Max. Comp./Mex. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-31901254,3-14=-3084/274, 3-4=-2848/266, 4-15=-2033/237, 5-15=-1841/253, 5 -16=-1840/260,6-16=-2032/248,6-7=-2911/294,7-17=-3142/309,8-17= 3253/298 BOT CHORD 2-13=-195/2728, 13-18=-125/2247, 18-19= 125/2247, 12-19=-125/2247, 11-12=-125/2247, 10-11=-121/2272,10-20=-121/2272, 20-21=-121/2272,9-21=-121/2272,8.9=-218/2828 WEBS 5-11=-I 06/1232, 6-11=-814/128, 6-9=-25/553, 7-9=-4711125, 4-11=-782/124, 4-13=-1/492, 3-13=-412/100 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=25tt; B=451t; L=34iq eave=4tt; Cat. ll; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 1-10-0, Interior(1) 1-10-0 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 & 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.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 = B.Opsf. 5) Refer to girder(s) 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) 8 except Ot=lb) 2=145. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job mssruse I ype ly y 675 Canyon Springs2/23(ID)RP 80233-17 04 Common 3 1 CSI. DEFL. in (loc) Well L/d Job Refer (optional) ,irn uuaa v uu„iyu�iou,a, �uauu FaL,,u 63401, Ruu,,, Fv6lly,,, 6.00 F12 4x4 = Scale = 1:58.6 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 8-9-4 17-0 -0 25-2-12 34-0-0 8-9-4 8-2-12 8-2-12 8-9-4 Plate Offsets (X Y)-- [4:0-3-0,0-3-01, [5:0-2-0,0-2-4 [6:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.22 10-12 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.52 Vert(TL) -0.3910-12 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.89 HOrz(TL) 0.14 8 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.06 12 >999 240 Weight: 162 lb FT=O% LUMBER - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 OF Stud/Std BRACING- TOPCHORD BOT CHORD REACTIONS. (Ib/size) 2=1865/0-5-8 (min. 0-2-0), 8=1865/0-5-8 (min. 0-2-0) Max Horz2=133(LC 11) Max Uplift2= 143(LC 12), 8= 143(LC 12) FORCES. (Ib) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-3162/243,3-15=-3056/263, 3-4=-2821/256, 4-16=-2006/232,5-16m-1814/251, 5-17=-1814/251,6-17= 2006/232,6-7=-2821/256,7-18=-3056/263,8-18=-3162/243 BOT CHORD 2-14=-155/2704, 14-19=-88/2222, 19-20=-88/2222, 13-20=88/2222, 12-13=-88/2222, 11-12=-102/2222,11-21=-102/2222,21-22=-102/2222,10-22= 102/2222,8-10=-172/2704 WEBS 5-12=-98/1210,6-12=-782/124,6-10=-11492,7-10=-412/101. 4-12=-782/124, 4-14=-1/492, 3-14=-412/101 Structural wood sheathing directly applied or 3-4-15 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) 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=25tt; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Exterior(2)-1-6-13 to 1-10-0, Interior(1) 1-10-0 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 & 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.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 = B.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=143, 8=143. 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 ruse I mss I ype Uly Fly 675 Canyon Springs2l230DIRP 80233-17 65 Roof Special 3 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Job Reference lopt'ona0 snaxe River i ruse n. componems, i0ano Fans, v UMI, hooin veningli 6.00 12 4x4 = Scale =1:59.7 12 o.wl is 5x10 MT20HS= 62-8 11-8-3 20-0-0 25-2-12 34-0-0 5-8 5.0-11 A-5-13 5-2-19 P -g -a Plate Offsets (X Y)-- [1:0-2-10,0-1-8], L3:0-3-0,0-3-01,14:0-2-0.0-2-41, [5:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.25 9-10 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.62 Vert(TL) -0.48 7-9 >689 240 MT20HS 165/146 BCLL 0.0 " Rep Stress Incr YES WB 0.96 HOrz(TL) 0.22 7 n/a n/a BCDL 8.0 Code IRC2012/rP12007 Matrix -R Wind(LL) 0.07 9 >999 240 Weight:1521b 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 3-0-13 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 6-5-8 except (jt=length) 7=0-5-8. Installation guide. (Ib) - Max Horz 1=-131,(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) except 1=-644(LC 22), 12=-125(LC 12), 7=-121(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1 except 12=2870(LC 1), 12=2870(LC 1), 7=1332(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-13=-96/1901, 2-13=-83/2036, 2-3=-513/89, 3-14=-1420/152, 4-14=-1318/165, 4-15=-1867/174,5-15=-2056/161,5-6= 3018/218,6-16=-3503/296,7-16=-3610/276 BOT CHORD 1-12=-1696/139,11-12=-1868/160,10-11= 87/380,9-10=-63/2349,7-9=-215/3198 WEBS 2-12=-2277/202,2-11= 79/2167,3-11=-1161/112,3-10= 17/1000,4-10=-35/1127, 5-10=-759/138, 5-9=-21/574, 6-9=-514/136 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 --341t; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 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) All plates are MT20 plates unless othenvise indicated. 4) This truss has been designed for a 10.0 fast bottom chord live load nonconourrent 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 joint(s) 7 considers parallel to grain value using ANSI I -PI 1 angle to groin formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 644 lb uplift at joint 1, 1251b uplift atjoint 12 and 121 Ib uplift at joint 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/ -PI 1. LOAD CASE(S) Standard Job mss toss ype ty y 875Canyc1Slxings2l230D)6P 80233-17 BB Scissor 4 1 SPACING. 2-0-0 CSI. DEFL. in (fee) Job Reference (optional) 111T1 I— _,. ,,,N,,,,, ,e, ,,,a,,,, ra,n, U 63401. MU11I Fd t,,,g„, 04 46 = Scale =1:56.3 3x4 7-0-0 14-0-0 19-2-12 28-0-0 7-0-0 7-0-0 5-2-12 8-9-4 Plate Offsets (X,Y)-- 13:0-3-0,0-1-41. [4:0-3-0,0-3-01, 16:0-0-10 Edgel [9:0-3-0,0-2-0] BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.-I&Bir LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (fee) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.33 8-9 >994 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.58 6-8 >569 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.38 6 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.10 8-9 >999 240 Weight: 137 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.-I&Bir WEBS 2x4 DF Stud/Std BOT CHORD WEBS REACTIONS. (Ib/size) 11=1404/0-5-8 (min. 0-1-8),6=156810-5-8 (min.0-1-10) Max Harz 11=-168(LC 10) Max Upliftl 1=-79(LC 12), 6=-127(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-1755/185, 3-13=1650/197, 3-14=-2935/212, 4-14=-3040/201, 4-5=-3975/249, 5-15=-4419/325, 6-15=4528/305, 1-11=-258/72 BOT CHORD 10-11=-0/1434, 9-10=0/1655, 8-9=-9913259, 6-8=-242/4030 WEBS 2-10=0/383, 3-10=-371/104, 3-9=-68/2048, 4-9=-754/133, 4-8=-12/546, 5-8=-471/134, 2-11=-1937/128 Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation au d' 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; 6=451t; L=28ft; 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 11-0-0, Exterior(2) 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 & 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 joint(s) 11, 6 considers parallel to grain value using ANSV 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 79 Ib uplift at joint 11 and 127 Ib uplift at joint 6. 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 e N55 mss yps ly y 675 Canyon Springs2/23(ID)RP B0233-17 B] Common 1 i SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Job Reference (apl'pnah ,rve, nuaa a wmymrcou, iosno Fans, iu 6340 i, noon Fa0,g i thin: u.1 on 6 Jan 25 zul / Pont b.1 on a Jan 25 2011 MI lex Inoustr1a5, Inc. Mon Mar 1310:59:20 2017 Page 1 ID:ch49cPtEaWCfjul Wmbo6CpyHt5v-wl9NgGGZVgglwrDHCIH2gFxkzgyl?IZOUZ7?zmzbM6L 5-7-12 11-0-0 1fi-5-13 21-11-11 28.0-0 5-7-12 5.4-4 5-5-13 5-5-13 6-0-5 44 04 = 10 3x8 M18SHS= 3x8 - 3x4 = 3x4 — 3x4 = Scale =1:54.2 m ld Plate Offsets (X,Y)-- 13:0-2-0,0-2-41, [4:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) .0.26 9-10 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.56 Vert(TL) -0.58 9.10 >572 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.07 6 n/a n/a BCDL 8.0 Code IRC2012/IPI2007 Matrix -R Wind(LL) 0.05 6-7 >999 240 Weight: 141 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF NCA &Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std'Except* BOTCHORD W1: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr WEBS REACTIONS. (Ib/size) 10=1409/Mechanical, 6=1409/0-5-8 (min. 0-1-8) Max Horz 10=-1 58(LC 10) Max UpliftlO=-81(LC 12), 6=-79(LC 12) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-11=-282/59, 2-12=1362/180, 3-12=-1174/192, 3-13=-1260/202, 4-13=-1 364/190, 4-5=-2136/225, 5-14=-2432/253, 6-14=-2530/242, 1-10=-288/63 BOT CHORD 10-15=-39/1071,15-16=-39/1071, 9-16=-39/107118-9=-68/1668, 8-17=-68/1668, 17-18=-68/1668,7-18=-68/1668,6-7=-1 67/2175 WEBS 2-9=-1 20/264, 3-9=-58/643, 4-9=-804/125, 4-7= 14/466, 5-7=-470/122, 2-10=-1410/176 Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 2-10 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=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Extenor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11.0-0, Exterior(2) 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 & MW FRS 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 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, with BCDL = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at joint 10 and 791b uplift at joint 6. 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. LOAD CASE(S) Standard o Truss ruse vae ty y 675 Canyon 6prin9a212311D)RP 60233-17 B3 Common 5 i SPACING- 2-0-0 CSI. DEFL. in (lac) Job Reference (opt'onah vve, uubb a wn,ymiarne, man. ra,rs, ,u aa�m, nooin renm9m nun: n.lw a Jan Ga GV] / Pnnl: MOUS Jan 2b 201 / MI IeK Inoualnea, Inc. Mon Mar 1310:59:21 2017 Pag9e 1 ID:ch49cPtEaWCfju1 Wmbo6CpyHt5v-OEjltcHBG_ocX?oTmOoHMTTnK4J2k9kyjDtYWCzbM6K 6-0-0 11-5-13 15,-11-11 23-0-0 6-0-0 5-5-13 5-5-13 6-0-5 3x, 4x4 = 6.00 12 3x4 2x4 II 3x4 = 3x4 = = 3x6 = _ fi-0-0 15.0-13 23-0-0 fi-0-0 9-0-13 7-11-3 T7 0 Scale =1:52.6 Plate Offsets (X,Y)-- 11:0-1-0,0-1-81,[2:0-2-0,0-2-41,[4:0-3-0,0-3-0] TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.17 6-8 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.32 6-8 >849 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.04 5 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.04 5-6 >999 240 Weight:119lb 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 4-1-6 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1Row at midpt 2-8,1-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1162/0-5-8 (min. 0-1-8), 5=1162/Mechanical Max Horz 9=-191 (LC 10) Max Uplift9=-69(LC 12), 5=-62(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=-809/139, 2-10=.694/150, 2-11= 616/161, 3-11=-806/149, 3-4=-1803/207, 4-12=-1967/199,5-12=-2084/187,1-9=-1 118/162 BOT CHORD 7-8=-35/1167, 7-13=-35/1167, 13-14=-35/1167, 6-14= 35/1167, 5-6=-121/1765 WEBS 3-8=808/126, 3-6=-37/656, 4-6=-465/122,1-8=-97/828 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; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 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) This truss has been designed for a 10.0 lost bottom chard live load nonconcurrent with any other live loads. 4)' This truss has been designed far 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 = 8.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 Ib uplift at joint 9 and 62 Ib uplift at joint 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 0 Truss russ ype y y 675 Canyon Springs2/23(ID)RP 60233-17 38G Common Supported Gable 1 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 3x4 = Installation guide. REACTIONS. All bearings 23-0-0. Job Reference (optional) ID:ch49cP1EaWCfju1 Wmbo6CpyHt5v-tOH75yHp11wT98MgKjJWvgO8HTkOToS5xtc62ezbM6J 6-0-0 6-0-0 T 44 = 6.00 V2 4 7 m I$ Scale =1:53.8 LUMBER- BRACING - 25 24 23 22 21 20 19 18 17 16 15 14 3x4 — MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 3x4 = Installation guide. REACTIONS. All bearings 23-0-0. (lb) - Max Horz 25=-191(LC 10) Max Uplift All uplift 1001b or less atjoint(s) 25, 23, 24, 20, 19, 18, 17, 16, 15, 14 Max Grav All reactions 250 Ib or less at joint(s) 25, 22, 23, 24, 20, 19, 18, 17, 16, 15, 13 except 14=315(LC 22) 23-0-0 23-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 HOrz(TL) 0.01 13 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Weight: 1441b 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 6.0-0 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Studl WEBS 1 Row at midpt 4-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 23-0-0. (lb) - Max Horz 25=-191(LC 10) Max Uplift All uplift 1001b or less atjoint(s) 25, 23, 24, 20, 19, 18, 17, 16, 15, 14 Max Grav All reactions 250 Ib or less at joint(s) 25, 22, 23, 24, 20, 19, 18, 17, 16, 15, 13 except 14=315(LC 22) FORCES. (Ib) -Max. Comp./Max. Ten. -All 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. II; Exp B; enclosed; MW FRS (directional) and C -C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 6-0-0, Corner(3) 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 & 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 25, 23, 24, 20, 19, 18, 17, 16, 15, 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 ANSI/TPI 1. LOAD CASE(S) Standard 0Truss [1:0-2-10,0-1-81 [5:0.2-100-1-8] rusS ype ty y 6]S Canyon Spnngs223(ID)RP 60233-17 Cl Ccmmon Girder 1 2 CSI. DEFL. in (loc) I/defl L/d Job Reference o tional Truss & Components, Idaho Falls, ID 83401, Robin Pet6ngill Run: 8.100 s Jan 252017 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Mon Mar 1310:59:23 2017 Pagge 1 ID:ch49cPtEaWCflu1 Wmbo6CpyHt5v-LcrVIIISob2KnlxsuRglSuZChtu6C4aFAXMfa5zbM61 3-114 7-0-0 10-0-12 14-0-0 3-11.4 3-0-12 3-0-12 3-11-4 5x8 11 Scale =1:24.3 3x8 O 3x8 ]v 0 Plate -Offsets (XY)-- [1:0-2-10,0-1-81 [5:0.2-100-1-8] LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.16 1-7 >986 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.86 Vert(TL) -0.28 1-7 >585 240 BCLL 0,0 ' Rep Stress Incr NO WB 0.89 Horz(TL) 0.04 5 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.05 1-7 >999 240 Weight: 1351b FT=O% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.I&Btr BOT CHORD 2x6 DF 240OF 2.0E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=5768/0-5-8 (min. 0-2-14),5=5854/0-5-8 (min.0-2-15) Max Horz 1= 45(LC 6) Max Uphill=-354(LC 8), 5=-359(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9049/578, 2-3=-8779/563; 3-4=-8869/569, 4-5=-9125/581 BOT CHORD 1-8=-489/8038, 8-9=-489/8038, 7-9=-489/8038, 6-7=-374/6730, 6-10=492/8103, 10-11=-492/8103, 5-11=-492/8103 WEBS 3.6=-234/3888, 4-6=-331/65, 3-7=243/4050, 2-7=-345/66 NOTES - 1) 2 -ply truss to be connected together with 1 Od (0.131 N3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 ac. 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. 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=25tt; B=45ft; L=24ft; eave=4tt; Cat. 11; Exp B; enclosed; MWFRS (directional); cantilever lett 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 nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=354, 5=359. 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 load(s) 1712 Ib down and 114 Ib up at 2-0.12, 17071b down and 1141b up at 4-0-12,1707 Ib down and 114 lb up at 6-0-12, 17071b down and 114 Ib up at 8-0-12, and 1707 Ib down and 114lb up at 10-0-12, and 16991b down and l l2lb up at 12-0-12 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 (plf) Vert: 1-3=-86, 3-5=-86, 1-5=-1 6 Continued on page 2 Job ruesruss I ype y 675 Canyon Springs2123(0)RP 80233-17 Cl Common Girtler 1 2 Job Reference (optional) maze river i russ a uomponems, ivano raps, iu bbau i, ronin remngni nun: U.IUU s Jan 2b 2ov rnnr s.IUU S Jen 25 2017 Ml leK InauSinea, inC. mon Mar 1310:5923 2017 Pa ee 2 ID:ch49cPtEaWCfju1 Wmbo6CpyHtSv-LcrVIIISob2KnlxsuRglSuZChtu6C4aFAXMfa5zbM61 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 6=-1707(F)7=-1707(F)8=.1712(F)9= 1707(F)10= -1707(F)11= -1699(F) 0Truss rus5 ypa ly y 6]S Canyon Springs2I23QOIRP B0233-17 C1G Common Supported Gable 1 1 PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Job Reference lapfonap snare river I ruse a (;amponenrs, Ial vans, N a:wu1, Honln Perl 44 = Scale = 1:27.1 w ]o 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=4.2ps1; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3)-1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 7-0-0, Corner(3) 7-0-0 to 10-0-0 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) 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) 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 lost 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 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 11) This truss is designed in accordance with the 2012 International Residential Corte sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 14-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Verl -0.01 9 n/r 120 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.01 9 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 8.0 Corte IRC2012/FP12007 Matrix -R Weight: 59 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.l&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc 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 be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All hearings 14-0-0. (lb) - Max Herz 2=55(LC 11) Max Uplift All uplift 1001b or less atjoint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=315(LC 1), 8=315(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All 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=4.2ps1; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Corner(3)-1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 7-0-0, Corner(3) 7-0-0 to 10-0-0 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) 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) 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 lost 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 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 11) This truss is designed in accordance with the 2012 International Residential Corte sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job fuss was ype ty y 675 Canyon SpnngrV23(ID)RP 30233-17 D1 Common Girder i 2 SPACING- 2-0-0 CSI. DEFL. in (lac) Job Reference (optional) uvuF u u a Cumianuuu, Who ral , 083401, Robin renmgn, nun:c.lvus Jan z02u17Frim: 6.lo0 s Jan 252017 MITek Indus[nes' Inc. WnMar1310:59:252017 Paggel ID:ch49cPtEaWCfjul Wmbo6CpyHt5v.H?zGLKiKD12Oc5F?ssDXJef2hffgljYdrrmfubM6G 3.5.4 6-0-0 8.6-12 12-0-0 3-5-4 2-6-12 2-6-12 3-5-4 I 4x4 = Scale = 1:21.0 4x4 = 4x4 = T 0 Plate Offsets (X Y)-- 11:0-2-4 Edgel 13:0-2-0 0-1-121 15:0-2-4 Edgel [6:0-4-0,0-4-4], [7:0-4-0,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.08 6-7 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.13 6-7 >999 240 BCLL 0.0 " Rep Stress Incr NO WE 0.66 Horz(TL) 0.03 5 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.02 6-7 >999 240 Weight:113lb FT=O% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.18Btr BOT CHORD 2x6 DF 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=3423/0-5-8 (min. 0-1-13), 5=3486/0-5-8 (min. 0-1-14) Max Horz 1=38(LC 24) Max UpliRl=-209(LC 8), 5=-212(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 5.7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-6004/37512-3=-5886/388,3-4=-5954/394,4-5=-6069/378 BOT CHORD 1-8=-308/5276, 7-8=.308/5276, 7-9=-192/3621, 6-9=-192/3621, 6-10= 311/5333, 5-10=-311/5333 WEBS 3-6=-184/2982,3-7=-182/2997 NOTES - 1) 2 -ply truss to be connected togetherwith 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 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 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; eave=4tt; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever lett and right exposed ; end vertical lett 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 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 1001b uplift at joint(s) except (jt=1b) 1=209, 5=212. 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) Hangers) or other connection devices) shall be provided sufficient to support concentrated loads) 1146 Ib down and 78 Ib up at 2-0-12 , 1146 Ib down and 78 Ib up at 4-0-12, 1146 Ib down and 78 Ib up at 6-0-12, and 1146 Ib down and 78 Ib up at 8-0-12, and 1146 Ib down and 78 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, 1-5=-16 Continued on page 2 Job rUas was I ype ty If 675 Canyon SpringsO230D)RP B0233-17 D1 Common Girder 1 2 Job Refe ence (oot'onall russ & Components, Idaho Falls, ID 83401, Robin Peflingill Run: 8.100 s Jan 25 2017 Print: 8.100 s Jan 25 2017 MiTek Indusines, Inc. Mon Mar 131059:25 2017 Page 2 ID:ch49cPtEaWCfju1 Wmbo6CpyHt5v-H?zGLKiKD120c5F?ssDXJef2hlfgl]Ydrrmfzzbfd6G LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1146(F)7= 1146(F)8= -1146(F)9= -1146(F)10= -1146(F) Job mss was ype ty y 675 Canyon Springs2/23(1D)RP 80233-17 D1G Common Supported Gable 1 1 LOADING (psi) SPACING- 2-0-0 CSI. (lb) - Max Horz 2=-49(LC 10) DEFL. in Job Reference (optional) Snake River Truss & Components, Idaho Falls, ID 83401, Robin PaNnglll Run: 8.100 5 Jan 252017 Pant 8.100 s Jan 25 2017 MITek Industries, Inc. Mon Mar 1310:59:26 2017 Paeee 1 ID:ch49cPtEaWCfju1 Wmbo6CpyHt5v-IBWexJKK5WOvemgRZZOS3WBry57FPehhsValBPzbtvl6F -1-6-0 6-0-0 12-0-0 13-6-0 1-6-0 6-0-0 6.0.0 1-6-0 R Scale: 1/2"=1' 4x4 = I� 0 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF NCA &Bit TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 12-0-0 Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer LOADING (psi) SPACING- 2-0-0 CSI. (lb) - Max Horz 2=-49(LC 10) DEFL. in (loo) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 9 n/r 120 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.02 9 n/r 120 BCLL 0.0 " Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 8.0 Code IRC2012/TP12007 Matrix -R Weight: 50 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF NCA &Bit 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 &Bit 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 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-0.0. (lb) - Max Horz 2=-49(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 2, 8, 13, 14, 11, 10 Max Gray, All reactions 250 Ib or less at joints) 12, 13, 14, 11, 10 except 2=291 (LC 1), 8=291(LC 1) FORCES. (lb) - 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; B=45ft L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MW FRS (directional) and C -C Corner(3)-1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 6-0-0, Corner(3) 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 & 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 psi bottom chord live load nonconcurrent with any other live loads. 8) " 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) 2, 8, 13, 14, 11, 10. 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. LOAD CASE(S) Standard Job russ russ ype ty y 675 Canyon Spdngs2123(ID)RP 80233-17 E1 Common Girder 1 2 LOADING (psf) SPACING- 2-0-0 Job Reference (optional) Snake River Truss & Components, Idaho Fells, ID 83401, Robin Petti R Run: 8.100 s Jan 25 2017 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Mon Mar 13105926 2017 Pagge 1 ID:ch49cPtEaWCfjul Wmbo6CpyHt5v-IBWexJKK5WQvemgRZZOS3WBnf5ygPREhsVaJBPzbM6F 4x6 = 3x6 = 3x6 = Scale = 1:19.7 Plate Offsets (X Y)-- 12:0-3-0,0-1-81, [4:0-4-12.0-1-8], L5:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell L/d PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TO 0.42 Vert(LL) -0.08 4-5 >999 360 MT20 220/195 TOOL 8.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.14 4-5 >926 240 BOLL 0.0 ' Rep Stress Inner NO WB 0.84 Horz(TL) 0.03 3 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.03 4-5 >999 240 Weight: 97 lb FT=O% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.l&Btr BOT CHORD 2x6 DF 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=4395/0-5-8 (min. 0-2-6), 3=5223/0-5-8 (min. 0-2-13) Max Horz 1=35(LC 24) Max Upliftl=-269(LC 8), 3=-319(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-9 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7604/473,2-3=-7575/471 BOT CHORD 1-6=-383/6714, 5.6=-383/6714, 5-7=-276/4726, 4-7=-276/4726, 4-8=-381/6690, a-9=381/6690, 3-9=-381/6690 WEBS 2-4=-198/3742, 2-5=-202/3787 NOTES - 1) 2 -ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 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; eave=4ft; Cat. II; 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) This truss has been designed for a 10.0 lost 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 1001b uplift at joints) except (jt=1b) 1=269, 3=319. 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 load(s) 1712 Ib down and 114 Ib up at 2-0-12, 1707 to down and 113 Ib up at 4.0-12, 17071b down and 113 lb up at 6-0-12, and 17071b down and 113 Ib up at 8-0-12, and 1710 Ib down and 111 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: 1-2=-86, 2-3=-86, 1-3=-16 Continued on page 2 0 loss mss yCl y 675 Canyon SpringsMS(ID)RP 10233-17 E1 Common Girder 1 2 Job Reference (optional) Snake River Truss & Components, Idaho Falls, ID 83401, Robin Petlingill Run:8.100 s Jan 25 2017 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Mon Mar 1310:59:26201]Pagge 2 ID:ch49cPtEaWCfiu1 Wmbo6CpyHt5v-IBWexJKK5WQvemgRZZOS3WBnf5ygPREhsVaJBPzbt�16F LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5=-1707(B) 6=-1712(B) 7=-1707(B) 8=-1707(B) 9=-171 O(B) Job ruse I russ I ype y Fly 675 Canyon Springs2/23(ID)nP 80233-17 E1G Common Structural Gable 1 1 35.0 Plate Grip DOL 1.15 TC 0.27 V. I( Job Reference (optional) bnaxe nrver ruse a componenn:, memo rans, m seam, noon vemngm 0-1 Scale =1:22.4 44 = LOADING (psf) SPACING' 2-0-0 CSI. DEFL. in floc) I/dell Ud TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 V. I( -0.02 4-6 >999 360 TCDL 8.0 Lumber DOL 1.15 BC 0.16 Verl(TL) -0.04 4-6 >999 240 BCLL 0.0" Rep Stress lncr YES WE 0.09 Horz(TL) 0.01 4 We n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.01 4-6 >999 240 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 2x4 DF Stud/Std OTHERS 2x4 DF Stucl/Std REACTIONS. (Ib/size) 2=692/0-5-8 (min. 0-1-8), 4=692/0-5-8 (min. 0-1-8) Max Horz 2=46(LC 11) Max Uplift2=-76(LC 12), 4=-76(LC 12) PLATES GRIP MT20 220/195 Weight: 46 lb FT=O% 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 F 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 2-15=-727/74, 15-16=-636/81, 3-16=-627/92, 3-17=-627/92, 17-18=-636/81, 4-18=-727/74 BOT CHORD 2-6=-2/554, 4-6=-2/554 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=25tt; B=45ft; L=241; eave=4 1; Cat. ll; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-6-0, Exterior(2) 5-6-0 to 8-6-0 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) 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 studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 lost 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 joint(s) 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/TPI 1. LOAD CASE(S) Standard Job mss Yuss ype ty y 675 Canyon 9pnngs2/23(ID)RP B0233-1] F1 Flnu Giber 1 1 CSI. DEFL. in (loc) Well Ud Job Reference (optional) ioano raps, iu oaav i, novin renmgm Xun: u.luu 5 Jan zo 201 / rnnC b.1uu1 Jen zb zu1 t MI12K industries, Nc. N n Mar 131 U.59:28 2017 Pagel ID:ch49cPtEaWCfju1 Wmbo6CpyHt5v-haeOL?Macegdt3gpg_Ow9xG8XujFtOo_Kp3OGIzbM6D 5x6 = 3x6 11 2-2-9 4-3-7 6-6-0 2-2-9 2-0-13 2-2-9 Scale =1:13.9 Plate Offsets (X,V)-- 16:0-5-0,0-5-121.17:0-6-0,0-1-81, f8:0-3-0,0-2-121 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.02 6-7 >999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.04 6-7 >999 240 BCLL 0.0 " Rep Stress Incr NO WB 0.64 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 Matrix -P Wind(LL) 0.01 7 >999 240 Weight: 49 lb FT=O% LUMBER - TOP CHORD 2x8 DF SS BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud/Std "Except" W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr REACTIONS. (Ib/size) 8=2927/0-5-8 (min. 0-3-2), 5=1879/0-5-8 (min. 0-2-0) Max Herz 8=35(-C 20) Max Uplift8=-205(LC 4), 5=-142(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2185/157.3-4=-2185/157,4-5=-1721/138 BOT CHORD 8-9=-175/2189,7-9=-175/2189,7-10=-175/2189,6-10=-i75/2189 WEBS 2-8=-2641/198, 2-7=-73/1448, 4-6=-192/2635 BRACING - TOP CHORD 2-0-0 ac purlins (6-0-0 max.): 1-4, 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 twss 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=25tt; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; enclosed; MW FRS (directional); cantilever left and right exposed; end vertical lett and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 lost 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) except Qt=1b) 8=205, 5=142. 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1393 Ib down and 90 Ib up at 0-6-12 , and 1388 Ib down and 951b up at 2-6-12, and 1393 Ib down and 97 Ib up at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-4=-86, 5-8=-16 Concentrated Loads (Ib) Vert: 6=-1393(8) 9=-1393(B)10=-1388(8) Job russ russ ype y 675 Canyon Spriogs223(10)RP B0233-17 M1G Monopitch Supported Gable 1 1 CSI. DEFL. in (loc) I/defl Ltd Job Reference (optional) �1 anr, iu oew i, nooin reningin nun: tl.l uo a Jan eb zN t nn1: 8100 6 Jan 252017 Mi Industries, Inc. Mon Mar 1310:59:28 2017 Pagge 1 ID:ch49cPtEaWCfju1 Wmbo6CpyHt5v-haeOL?Mac8gdt3gpg_Qw9xG89un1tWG_Kp30Glzbrd61) y x4 11 Scale =1:35.4 Plate Offsets (X,Y)-- f5:0-3-0,0-3-01 LOADING (Pat) SPACING. 2-0.0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Ved(LL) 0.00 1 n/r 120 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.10 Horz(TL) 0.00 9 n/a n/a BCDL 8.0 Code IRC2012/7PI2007 Matrix -R Weight: 711b 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 6-0-0 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1 &Btr end verticals. WEBS 2x4 DF Stud/Std 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 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-0-0. (lb) - Max Hoa 2=185(LC 9) Max Uplift All uplift 100 to or less atjoint(s) 9, 2, 10, 11, 12, 13, 14 Max Grav All reactions 2501b or less at joint(s) 9, 10, 11, 12, 13 except 2=311(LC 1), 14=250(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-323/159,3-15=-316/170,3-4=-268/145 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=24ft; eave=211t; Cat. 11; Exp B; enclosed; MW FRS (directional) and C -C Corner(3)-1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 12-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift aljoint(s) 9, 2, 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 1. LOAD CASE(S) Standard