The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 06-00015 - 1049 Arctic Willow Dr - New SFRJeb Truss Truss Type L Qtyo PI Al -I I F T ICU 8 STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric 1 I Ln -0-0 6-2-13 6--1 12-0-0 5-98 ia REX.l4TA112-29 1EJ(iD) H Job Reference (optional' 6.200 s Fels 112005 MiT k Industries, Inc. Wed [fie .'I 13:23:16 2005 Page 4x8 17-9-3 ;J 9- --1 -0-0 Scale = 1:53.8 --1 &I -A 1.5x4 I 12-0-0 -- ;J 5X8 = 17-- -- X 24-0-0 DEF -- - -1 Plate Offsets M[2:0-2-0,Ed_qe1, [6:0 LOADING TOLL y 45.0 (RoofSnow--45.0)"/: TCDL ELL 0 . EDL 8.0 SPACING -- Plates Increase 1.1 Lumber Increase 1.15 Rep Stress In r YES Code lF0P100 LUMBER TOP CHORD 2 X4 SPF 1F 1.5E BOT CHORD 2 X 4 SPF 1 F' 1.5E 'FEES 2 X 4 SPF Stud/Std CSI TC 0.96 BG 0.46 WB 0.48 (Matrix) REACTIONS. l b/size) 2=168010-5-816=1680/0-5-8 Max Hort =-7(Iad case 5) M I W=-1 60(1 oa d ca s e 7 ^-1 60(load cas a 8) M ax G rav 2=2100 Ioad case ), 6=.21 0 0 (Io ad case 3) DEFL in (loc) Ildefl L/d Vert(LL) 0.10 2-10 X999 240 Vert(TL) -0.16 8-9 X999 180 Harz(TL) 0A7 6 n!a nla BRACING TOP CHORD BOT CHORD VB PLATES MT20 Weights- 95 1 IP 1 9711 44 Structural wood sheathing directly applied. Frigid cei Ii nab: directly applied or 10-0-0 bre I :Row at m1dpt 3 -975 - FORCES (1b) - Maximum Compression/Maximum Tension T P IS D =Ol 4y 2531 / 4r -1553#11 , - 1553/11 , - i 2531 / 4, / 4 BOT C H OR id -1 0=6311943, -10=-6311943, 8-9= Oil 943, - 8;--011943 E -1 =0/225, 3-9=-1 047110 0, 4-91=1 51798, 5-9=-1 04 1100, 5-8=0/225 NOTES rB,* 1) #ind: ASCE10ph; h= ft; T DL= _ p f; D DL=4.. p. f; Category 11} Exp ; enclosed; MWFRS interior zone, Lumber L=1 -31{6t rip DOL --1,33. 2) TOLL: ASCE - , .0 p t (flat roof snow); Exp } Full' Exp. 3) Unbalanced snow loads have been considered for this design. 4 This truss has been designed for greater of min roof live load of 17.0 p f or 2.00 times flat roof load of 45,0 psf n overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 P f bottom chord live lend noncorrcurr nt with any other live loads. 6) Provide me h n i t connection ( others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 2 and 160 lb uplift at joint 6. 7) 1 m is truss is designed 1n accordance with the 20 03 1 ntemational, Residential Code sections R502.1 1.1 and0 LrL R802.10.2 and referenced standard NS[ITP1 1. F10 _'3 LOAD CASE(S) Standard i JAN 0 6 2006 3-y O O O GIN. 7t CD Truss Type ROOF TRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric 1 Ln 12-0-0 Qty I ply �I 1 REX./ 1 - 1 /` EJ(1D)H ,Job Reference rence (optional) 6.200 s Feb 11 2005 MiTek Industries, Inc. Wed Dec 21 13+23:18 2005 44 = NO 1-0-0 a -0-0 Scale = 1:53-8 5x1 5x5 0 4--0 to Plate Offsets[?:0-2-0,Edgej,[14:0-2-0,Edge], LOADING (pso SPACING i 1 DEFL in Io I/defl Lid PLATES 1E T LL 45.0 Plates Increase 1.1 TC 0.90 Vel(L L) -0.16 15 n/r 120 MT201971144 (Roof now=4 .0) Lumber Increase 1.15 BC 0.41 ` erg L -0.18 15 n/r 90 TC D L 8.0 Rep Stress 1 n r NO WB 0■ H o rz (TL.) 0+ 14 n/a n/ BLL .0 Code 1F 00 [TP](Matrix)Weight: ■ 110 lb BCL .0 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT H RD 2 X 4 SPF 1 5OF 1.5E purlins. OTHERS 2 X 4 SPF Stud/Std BOTCHORD Rigid ld ceiling directly applied or 10-0-0 ee bracing. REACTIONS l Ma i ze) =477/24-0- , r1= 12124- - , =242124 -0 -0, = 247/24- - , =2 '24-0- =283/24- - , 26=94/24-0-0,20=242/24-0-0, 19=247/24-0-03 1 =234124- -01 1 =283124- --0, 1 =9424- - � 14=477124-0-0 MaxH o rz =-1 I read case . MaxIlft2=- 4(load: case 7), =- 4(Ioad case `), 3='4 I ad case ), 4=- 4(l ad case 7), =-60(1 ad case , =-263 (load case ), 20=-31 (load case ), 19=-44(i oad case ), 1 =- 3 load case , 17=- 0(10 d case ,1 =- 3(1 d case ), 14--1 17(load case ) M a rav 2=728load case , 1= 212 (lead case 1), 22=37 lead case , 2 3=3 (lead Case ), 4= 4 l ,ad case , =4 (load case , = (I a case , 0=378(lad ease 3), 191366 loud case ,1 34 1 o ad. case ), 17 4 lad case ), 1 =1 load ease ), 14-72 ( load case ) FORCES (1b) - Maximum Compression/Maximum Tension TOP CHORD 1-2=011 , 2-3=-1 59111 , 34---121/108, 4-5=-i 14/109, 5-6=1 1 /1 , 6-7=-1 111124, 7-8=-1 18114 , 8-9=-118/13879-10=4111103, 1 11 111162,1 1-1 1 4153,'1 -1 101/67, 13-14---159150, 14-15=01199 BOT CHORD - =-13/1 , 25-261311 , 4- =mrml 3}l 3, 23-24=-13/123,22-23=-,13/1235 21-22=-13/123, 20-21=m1311237 1 -20ME=4 311 , 1 - 1 =- 7 311 ,, 1 -1 =- 1 311 , 1 -1 =-1 311 , 1 T"1 =.ml WEBS -1 8 010, 7-22=-346153, 3 =-3 32/61, 5-24---32615 6, 4-2,5= 5916 3, 3-26=-22 31117, -346/5 0, 10-1 -332162, 11-1 8=-3261563 12-17=-359168, '13-1 2231117 MOTES 1) Wind: ASCE 7-98- 0 ph � h� fti T C L=4F p f D DL , p f; Category 11, Exp enclosed; MWFP interior torte; Lumber DOL=1.33 plate grip DOL=1.33. 2) True designed for wird load in the plane of the truss only. For studs exposed to wind normal to the face), see MIT& "Standard Gable End Detail"" 3 TOLL: ASCE 7-; Ff=45.0 psf (flat roof snow); Exp ; Fully Exp. loads have been considered for this design. Job I Truss !,Truss Type Q6586 I MG I ROOF TRUSS STOCK COMPONENTS-IFIdaho Falls) ID 83403, Eric Qty Ply I I lI 1 �. L REX.lNA112-211EJ(1C3)H ,Job Deference (optional 6.200 s Feb 112005 MiTek Industries, 1n . Wed Dee 21 13m.23:19 2005 Page DOTES 5) This truss has been designed for greater of miry roof live load of 17.0 p f or 2,00 tiaras flat roof load of 45.0 pM f on overhangs non -concurrent with other lire loads. 6) This truss Inas been designed for a 10.0 p f Bottom chord live load n non urr nt with any other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at - c. 10 Provide mechanical c nnecti n (by, others) of truss to Dearing plate capable of withstanding 94 Ike uplift at joint 2,34 ib uplift at joint 22, 43 Ib uplift at joint 23, 34 lb uplift at joint 24, 60 lb uplift at joint 25, 263 lb uplift at joint 26, 31 Ib uplift at joint , 44 Ib uplift at joint 19, 33 1b uplift at joint 18, 60 lb uplift at joint 17, 263 lb uplift at joint 16 and 117 lb uplift at J pint 14. 11 This trui.ss is designed rin accordance ithr the 2003 International Residential Code sections R502.1 1.1 and 8802.1.2 and referenced standard ANSVTPl 1. LOAD CASE(S) Standard Job Trus ti JV W� Truss Type ROOFTRUSS STOCK COMPONENTS -IF:, Idaho Falls, ID 83403, Er Qty Ply I E ./NA11 - 11EJ(1D)H �I Job Reference, (optional) 6.200 Feb 112005 MiTek Industries, Inc.lamed Dee 1 13:23:20 2005 Pa y Scab 1:51. Plate Offsets (X,): [:--mcg LOADING (psf) TCLL 45.0 (Roof Snow -45.0) TGDL 8.4 BCLL 0.0 BCI]L 8.0 LUMBER TOP CHORD BOT HB WEBS 1.5x4 11 5X8 1.5x4 11 --1 12-D-0 17-9-3 4-0-0 6:0-2-O.Edae SPACING - -0 Plates Increase 1.1 Lumber Increase 1.1 Rep ,ureas I n r YE Code IRC2003fTP[2002 4 SPF 165OF 1.5E 4 SPF 1F 1.5E X 4 SPF Stud/Std AM :00.0-6k CSI TC 0.96 BC 0.73 B 0.50 (Matrix') REACTIONS (IbIsize) 6 MaxHort=1I+ad case 6) Max U P 1 ift =- I o d case ), =-1 61 (load case 7) M ax G rav 6=1 9 9 (load case 3), 2=2102 (Ioad case ) DFL in (loc) Ildefl Lld Vert(LL) -0.14 6-7 X999 240 Vert(TL) -0.22 6-7 X999 180 Harz(TL) 0.07 6 nfa n1a BRACING TOP CHORD BOT CHORD WEBS FORCES 1b) - Maximum imum ompr ion/M imum Tension TOP CHORD 1-2=01204,2-3=,-2535185,3-4=-1574112714-5=-1577/11 a -=-265111'1 BOT CHORD 2-9=-79/1946, 8-9=-7911946.r 7-8=-37/2063, 6-7=-3712063 WEBS 3-9= 012 2 6, 3-3=-1047/100, 4- =-2 818y - =-1158/1 , 5-x'=01232 'Work N PLATES MT20 Weight: 92 I1 LO 1 FLIP 1971144 Structural wood sheathing directly applied. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at m idpt -3, 5-8 MOTES 1 Wird: ASCIE 7-98: 0mph.- hx� fit: T L=4_ p f: BCDL .8p f: Category fl; Exp ; enclosed; MWFRS int�r or zone; Lumber DOL= -1,33 plate grip DOL=1 .. 2) TC LL: ASC E 7- X45.0 p f (flat roof snow); Exp C ; Fu ly Exp. 3 Unbalanced snow loads have been considered for this design, 4) This truss has been designed for greater of miry goof lige load of 17.0 p f or 2.00 times flat roof load of 45.0 p f on overhangs non -co with other liege loads. 5) This truss has been designed for a 10.0 p f bottom chord live load nonco nurr nt with any other liege loads. 6) Provide mechanical connection (by others) of truss to brearing plate capable of withstanding tandin Ili uplift at joint 6 and 161 lb uplift at joint 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11 i1 and R802.10.2 and referenced standard ANSVTP1 1. LOAD CASE(S) Standard Job truss I Truss Type I Qty I Ply _[REx.1NA112-211EJ(ID)H Q6586 1131 I ROOF TRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Erie. I Plate offsets LX LOADING (psq TOLL 45.0 (Roof Snor- 5. ) TDL 8.0 BOLL 0. BDL 8.0 7.00 T2 4-3-10 4x8 C! IN 1 Job Reference 6.200 s Feb 1120-05 MiT k Industries, Inc. 1 A—a. i -- tional) Wed Dec 21 11,23:212005 Page 1 Y 0 -o-o 4*0 -0-0 Scale = 1 LO 1 13 12 11 10 ox -[ 1.5x4 11 4x8 _ 5x8 4 -10-1 12-6-0 1-0, 0-0-0 10-1 -7 -6- B-11-1 a [1:0-2-0,0-1-8], [8-0-3-14,Edgel a� [ 1:04-0,0- -LR' SPACING -0-0 CS1 Plates Increase 1.1 TC 0.96 Lumber Increase 1..15 BC 0.54 Ip Stress I iter YES WB 0.73 Code I /TP1 (Matrix) DEFL in (loc) tldefl Ud Vert(LL) 0.17 8-10 x999 240 Vert{TL} -0.30 5-10 X999 780 Horz(TL) 0.07 8 n1a nJa LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD ESOT CHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF Stud/Std BOT CHORD WEDGE Right: LSF No. WEBS REACTIONS (lb/size) 12=205810-5-8,8=18-00/0-5-8 Max Hort 1 =-'Ica case ) Max p ft1 =- lad case , =-17 lad case ) M ax G rav 1= 22 2 0 (Joa d ca s e ,8=2531 (load case 3) PLATES MT20 'dight; 146 Ib GRIP 197/144 Structural wood sheathing directly applied, except end vertiGals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-1. 1 Row at mid pt 3-1215-11 FORCES (Ib) - Maximum imum mpr ssio /l la mum Tension T P H o RLQ 1-2=-7/387p 2-3=4 4/390, 3- =i10961150,4-5=-13741134,5-6=-22711140, 6-7=-270611251 7-8=-3325/132 ,8-9=01204,1-13=0116 HOT CHORD 12-13=8/35,11-12=-571642, 10-11=01 1 829, -1 0=012622 WEBS -1 =- 811 3r -1 =-1 5521/677 -11=-421702, 4-11=-54/581 P 5-11 =-I 36411631 5_10=-12/800, -1 =-772Jl 32,1-12=-276146 !TEs 1Wind: ASCE 7-98; 90mph; h= ft T I L= . psf; DL . psf; Category 11; Exp ; enclosed; MWFRS interior gone Lumber DOL=1.33 plate grip [SOL=1 .. 2) T L L: ASCE 7-98; ,--45.0 psf (flat roof snow); Exp ; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live road of 17.0 psf or 2.00 times flat roof load of 45.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord lire load non oncurrent with any other lire loads- 6) Provide mechanical connection (by others) of truss to bearingplate capable of withstanding 88 lb uplift at joint 12 and 175 Ih uplift at joint 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSIITPI 1. LOAD CASE(S) Standard Joh Q65$6BIG jTruss Truss Tp ROOFTRUSS 1 STOCK COMPONENTS -IF, Idaho FII, ID 83403, Eric I I 12-6-0 7.00 12 4x4 = Ply I REX.INA112-21fEJ(ID)H 1 j Job Reference (optional) 6.290 s Feb 112005 MiTe4c industries, Inc.,Wed Dec 2113:23:23 2005 Page 1 30-0-0 17-6-0 -0-0 2-0-0 34 33 32 3'I 30 29 28 27 26 25 24 23 22 21 20 3x6 5x5 5xl 30-0-0 Scal -0- Mate Offsets MY)I-P [18:0--0,Edctal. r28:0 - - 8.0- - 01 LADING (psfl TOLL 45.0 (Roof Snow ---45.0) TCDi 8.0 BCLI. 0.0 SCDL 8.0 LUMBER TOS' CHORD BOT CHORD WEBS THE. SPACING 2-0-0 Flues Increase 1.1 Lumber Increase 1,15 Rep Stress ! n cr NO Code IRC2003ITP12002 SPF 1 F1. E 4 SPF 160F 1.5E 4 SPFStud/Std 4 SPF StudfStd CS! TC 4.90 BC 0.41 WB 0.43 (Matrix) DEFL in (loc) 11defl !1d Vert(ILL) -0.14 19 nlr 120 Vert(TL) -0.16 19 nIr 90 Horz(TL) 0.01 18 nfa n!a BRACING TOP H1 ESOT CHORD SBS PLATES I T 0 Scale = 1:69.8 NN Weight: 176 lb RIP 1971144 Structural wood sheathing di redly applied or 6-0-0 oc purlins, - - purlin, except end verticals. Rigid id ilin !ir tly applied or 10-0-0 oc bracing. 1 Row at midpt -2817- , 9-27 REACTIONS (IbIsize) 34= 163130-0, 01 =22 7130 -0-0, =244/ O- ®y O =2 3 0-0-0, 31=244130 - 0-0, =242`3 0- 0 - 0, = 54f 0- .r 27=244130-0-0, 26=244130-0-0, 25=244130-0-01 24--243/30-0-0, 23=247130-0-0, -. 1 , 1= 71 0 0, 2 0-18/30-0-0 � 18=482130-0-0 Hort 4= 7 load case 5) Max U p I i t 4=- 1(I oaid case , 2 9=2I o ad case 0=46 IOad case 7), 31- 39(Ioad case 7), =- 410ad case ), =- (I ad case ,. 7=28(lo d case 5), 26- (Toad case ), -- (1 o ad case ), 4-39 (foad case ), 23=41(1 oad case , 2 2 =-34(lo ad case , 21 - (Toad case , 0_- (load case ,1 =-1 7(load case ) Maxrev 4=240 (l a d case , = 7(f vagi case 1), =376(I a case , 0= 4( load case ), 1 = goad case ), .=ld case , = I o a. ase , 7 = 70( load case , = "I oa d ca ), =364(1 oad case ), 24_363 I o ad cnselad case , 22 =3470 oa d ca se 3), 21=43 1 (I oad cane , 20= 7 ( 1 o a d c ase , 1 =770( load case 9) FORCES 1b - Maximum Compression/Maximum Tension TOP H D 1- 4=-29131 r 1- =-6123, - =-99/68, =,109/65, 4- =-107/102, 5-6=-1071141, -7=-107!1 , 7-8=-1 141214, B-9=-97/220, -1 90/2047 10-11 =-90/1 , 11-12=-1 14/194, 12-13=-1461196, 13-14---170/197314-151791189715-16--2111199,16-17=-2451200, 17-18=-270/210118-19=01199 BOT CHORD 33-34=-149/262Y - 1491262, 1- -M14 1 , 30-31=-149/262, 29-30=-149/262P - 0*1491262, =-149/26.2, 6-27AM-149121 , ,252 =1 ! 262 24-25=-1491262,23-24=-1491262,22-23=-,1491262, 21-22=-149/262720-21=-14912620 -20-14912 WEBS- -�-1 / , ��41, 6-30=332165, 5-31=-332/58,4-32=-,328/55,3-33-=-351175,2-34---223/38, 9-27=-346148,10-26=-332163,11-25=-332/58, . 1'2-24---332/59,13-23=-334159,15-22=-324156Y -# ,1 --359,1 -=-41Y 16-21=-365/68? -365/68■ 1 -i15411 Continued on page Job �. l i as58s Truss Truss Type ROOF TRUSS STOCKP N ENT -I F Idaho Falls, ID 83403, Erie Qty !Ply 7 1 R E )C.IN 141 12-2'I f E.! (I D ) H Job Reference ( r)tional 6.200 s Feb 11 2005 MiTek Industries, , Inc. Wed Dec 21 13:23:23 206-5- Page MOTES 1I) Wind: ASCE 7-98; m ■h= ft T DL=4. f L-4. fCategory 11; E ■ enclosed MWFRS interior zone; Lumber COOL -1.33 plate grip [SOL -1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to grind normal to the face), see I iT I "Standard ahle End Detai l 3) TOLL: ASCE 7-98; F --4 . pf (flat roof snow); Exp ; Fully Expo. 4) Unbalanced snow loads have been considered for this design 5) This truss has been designed for greater of min roof live load of 17.0 pf or 2.00 times flat roof load of 45.0 psf on overhangs non -concurrent with other Imre loads. 6) This truss has been designed for a, 10. 0 p f bottom chord live load non concurrent with any other live loads. 7) All plates are 1,5x4 MT20 unless otherwise indicates[. 8) Gable requires continuous bottom chord bearing. 9) G able studs spaced at 2-0-0 o. 10 Provide mechanical connection Eby others) of truss to bearing piste capable of withstanding 21 lb uplift at joint 34, 22 Ib uplift at joint 29, 46 lb uplift at joint 30, 39 Ib uplift at joint 31, 34 lb uplift at Joint 32, 62 lb uplift at joint 33, 28 1h uplift at joint , 44 Ike uplift at joint , 39 1b uplift at joint 25, 39 lb uplift at joint 24, 41 ]b uplift at joint 23, 34 Ib uplift at joint 22, 59 lb uplift et joint 21, 3431b, uplift at joint 2.0 and 137 Ih uplift at joint 1. 1 1) This true is designed in accordance with the 2003 lnt mati nal Residential bode sections R502.11.1 and 8802.1.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type I QTY I Ply ROOF TRUSS 1 STOCKMP EMTs -I F, Idaho Falls, ID 83403, Eric 1 EX.1 1 - 11EJ(l )H Job Reference (optional 8.200 s Feb 11 2005 M iT lk Industries, Inc. Wed Dec 21 18:28:24 2805 Page I -2- 4-1- .8-3-12 12-6-0 a 15-0-01 1 -9-14 4-7-11 0-0-0 132-0-0 2-2- 1-11-0 4-2-4 -2-4 4-9-14 4-9-`1 5-4- 0-0 U6 11 7.00172 4 4x5 j5:� 4.4 3x8 . 1.5x4 1 17 16 4.00 F12'14TH 1.5x4 2.2 12- 15-0-01 22-2-1 2-2- 1-8-4 -4- 2--0 7-2-1 -0-0 7-- 1 1 LO a rT CD Scale = 1:76.6 V, Mate Offsets (X,Y): [1 . -4- ,Ed ], [1 : - -0� - -11LOADING (psi SPACING 2-0-0 CS1 DEFL ireI � c f1 Lid PLATES IIF T LL . (Roof n _ Plates Increase 1.'1 Tc 9,96 Vert(LL)-9.57 12-13 .9 241 MT20 1971144 Lumber Increase 1.15 BC 0.86 Vert(TL) -9.83 12-13 180 IST18H 1971144 TOLL 9.9 Rep Stress In r YES 0.95 H rz(TL) 0.63 n1 n}a B ILL 8.9 Code 1F� 9 1TF'1 2 (Matrix) Weight: 146 1b LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOIL CHORD CBOT CHORD 2 X 4 SPF 165OF 1.5E *Except* B2 2 X 4 SPF Stud/td B4 2 X 4 SPF 2100F 1.8E ET CHORD WEBS 2 X 4 SPF Stud/Std *Except* W1 2 X 4 SPF 1650F 1.5E WEBS REACTIONS (lb/sIze) '1 =2 6519-5- ,1 =1794/0-5-8 MaxHerz 1 =- 741 d case 5) Max Upli1=-881od case 7), 1 =-1 7Ica case 8) Max Gray 1 6=2228(Ioad case , 1 0=252 8(loa d case 8) Structural tural woodhat ng directly applied or IA -12 o purlins, except end vertical . Rigid ceiling directly applied or 10-0-0 oc bracing, Except: -0-O cc bracing: 16-17 2-11-4 cc bracing: 15-16. 1 Row at m i d lit 4-1516-14 FORCES (11b) - Maximum CompressionfMaximurn Tension TOP CHORD 1-2=0/187F -3 ^681425, 34--89/4631 4-5=-11785175, 5-6=-1908192) 6 -7 -a3616/4217 -8--5409/27P -9--578911 5,y 9-10--66681117, 10-11=0/1 94P 1-18=0131 ROT CHORD 17-18=-2/137 16-17=-29411107 1 -1 =-2205186x -1 =- 91 j9 , 14A5=-10211 0325 13-14--0/30861 12-13=0/46992 19-1 -91573 WEBS 2-17=-16111 , 1 -17�1261348,2-15=-3731149,4-15=-2020/14,4-14--01795,5-14=-27/1575, 6-14---3 9 09/9 } 1 3=012 869, 18=1551/193, 7-12=-5/691 p 12 61 51158, 1-17= 172/21 NOTES 1)Wind: ASCE -98 90mph; b= ft- TCDL=4.8p f CDL=4. p f; Category I1 Exp ; enclosed; M FRS 'Interior zone; Int ricr- one; Lumber D L=1.33 plate grip [SOL=1. . 2) TOLL: ASCE 7-98; . pf (flat roof snow); Exp Fully Exp. 3) Unbalanced snow loads have been considered for this dein., 4 This truss has been designed for greater of min roof live Iced of 17.0 psf or 2.99 times flat roof Ind of 45.9 pf on overhangs non -concurrent with other live loads. 5) This truss has been designee- for x.10.0 p f bottom chord Imre load nonconcurrent with any other live 1 oads. 6) All plates are MT20 plates unless otherwise indicated. 7 Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 eagle to grain formula. Building designer should vel capacity of bearing surface. Continued on page e Job 1 Truss Truss Type ROOF T STOCK COMPONENTS -IF, Idaho Falls, IIS 83403, Eric iig :1 KLA.1NA/1Z-Z1/t:Jt1iJ)11 6.200 Feb 11 2005 I IiTek Indu the , Inc. Wed Dee 2113-.23-.24 2005 NOTE' 8) Provide mechan! al connection (by others) of truss to bean n PIate Pab to of Vith standin g 88 1b uplift at joint 16 and 1741b uplift at joint 10 9) This truss is designed in accordance with the 2003 1 ntem ,ti onal Residential Code sections FZ502A i.1 and R802.10.2, an d referenced standard ANSI/TPI 1 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply REX.INA,f12-211EJ(1Q)H Q6586 S3 ROOFTRUSS 10 1 6-0-4 -0 4 2-6-0 4-9-14 4-9-1 -5 Job Reference(optional) I UUK UUM PUNE N I -iF Y [Claho Vallsr I D 834U37 Eric ■200 s Feb 112005 MiTek Industries, Inc` Wed Dee 21 13.-23:26 2005 Pees 1 -2-D-0 5-5-8 11-5-12 17-6-0 20-0-0 24-9-14 29-7p& 11 -0- 7.0-t -0.0 5.5-8 6-0-4 -0 4 2-6-0 4-9-14 4-9-1 -5 2-0-0 6x8 MT18H= 7.00 12 I 3x8 3 x 6 r 5 7 U4 6xfi � 4 W'4 11 3 W2 Y B 14 15 2 16 5x4 6xf5x8 /1 12x2U = 17 fix8 MT1$H= 4.00 1 2 1 4x4 1. 5 x 4 10 1 11 x Scale = 1:80.5 5-5-8 5-5-8 Plate set(X,Y): [�[11:0-10-020-1-013 11-5-12 6-0-4 17-6-0 6-o- 0 -0-5 ------27-2-13 2-6-0 [14:0-10-090-3-111y 5H-0-5 7-2-13 7-9-3 Vert(LL) -0.64 13-14 ?547 240 Vert(TL) -0.9413-14 ?372 180 Hvrz(TL) 0.69 71 nla n!a LOADING (ps�j TCLL 45.0 (Roof Snow --45.0) TCQL 8.0 BCLL 0.0 BCDL 8.0 PACT -- Plat s Increase 1.1 Lumber er Increase 1.1 Rep stress I n r YES Cade IRC.2003/TP12002 CS] TC 0■4 BC 0.73 WB .g (Matrix) LUMBER TOE CHORD 2 X 4 SPF 165OF 1.5E *Except* T1 2 X 4 SPF 210OF 1.81E, T1 2 X 4 SPF 210OF 1, E BOT CHORD 2 X 4 SPF 1650F 1.5E *Excepts` 4 SPF 21 OOF 1.8E 'EBS 2 X 4 SPF StudlStd *Except' 4 SPF 1650F 1.51E, W5 2 X4 SPF 165GF 1.5E W7 2 X 4 SPF 165OF 1.5E WEDGE Right -1- 2 X 4 SPF studl td REACTIONS lb/size) 17=277510-5-8, 11=193110-5-8 Max Hort 17= 7(Ioa case ) M ax Upli1`tl 7=- I case 7), 11 =-1 1 d case 8) M ax G rav '17=3409 (I o d gas a , 11 =2670 I oad case 3) DEFL in (Ioc) Ildefi Ud Vert(LL) -0.64 13-14 ?547 240 Vert(TL) -0.9413-14 ?372 180 Hvrz(TL) 0.69 71 nla n!a BRACING TOPH RD BOT Hi WEBS PLATE` MT20 MT1 SH Weight: 147 I I' 1 9711 44 1 9711 44 Structural wood sheathing directly applied or 2-2-0 o puffins. Rigid ceiling directly applied. or 5-7-8 oc bracing. 1 flow at ren i ]pf 7w1 FORCES (1 b - Maximum Compression/Maximum Tension TOFF CHORD 14h.60/199, 2-3=-23111787i 34=1702J54.14-5=1532/82.2 5-6=-2261/49r 6-7=236517197-8=423717, 8-9=-5991168P i, -1 0=-6371/55, 10-11 -7222/154, 11-1 /1 94 BOT CHORD 2-17=-1332/288716-17=-1560/259P 15-16--66/1417Y 14-1 =013 i 13-14-0/5246P 11-13=-2516229 WEBS -17=-28111233, 3-16=-1 02/251 , 5-16=-1 1 M11 , 5-15=-1 2/671, 6-15 V2034, 7-15=-3305/0, 7-14=0/3213t 8-14---1534/19318-13=-91662,10-137--576/154 OTE' 1) Wild: ASCE 7-98; ph; h= ft; T DL=4. p fm E DL=4. p f; Category 11; Exp C- enclosed; MWFRS interior zone; Lumber DM --1.33 plate grip DOL=*1.33. 2) TOLL: ASCE 7-98; Pf--45.0 psf (flat roof snow); Exp ; Fully Exp. Unbalanced snow loads have been considered for this design. 4 This truss has been designed for greater of nein roof live Iced of 17. psf or 2.00 times flat roof load of 45.0. psf n overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load none n urr nt with any other live loads. 6) All plates are MT20 plats unless otherwise indicated. Continued on page Truss Truss Type ROOFTRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric iiQ Qty I, Ply j REiC.1NA112-21/EJ(ID)H 10 I 1 'i 1 Job Reference (opti nal 6.200 s Feb 112005 MiTelk Industries, Inc. Wed Dee 2113:23:27 2005 Page DOTES 7 Bearing at lo-Int(s) II cons[tiers paralIel to grain vallu using ANSI/TPI 1 ang le to rain fo rm u[a. Bu 1 Idi ng desig n r s Mould verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 Ib uplift at joint 17 and 184 Ib uplift at joint 11. 9) This truss is designed in accordance with the 2003 Int r ationa.l Residential Code sections R502.11.1 and 8802.1.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard V Job I Truss I Truss Tyke Q6586 IR4 1 ROOF TRUSS STOCKOMPONENT -IF, Idaho Falls, ICS 83403, Eric I LO Qty 1 I RAX./ 1-21/EJ(ID)H Job Reference optional 6.200 s Feb 112005 MiT k Indu tdes, Inc. Wed Dee 21 13:23:29 2005 Page 1 2-2-0-01 - - 12-0-0 ---17-6-0 23,2- 28-10-5 35-0-0 37-0- 2-0-0 7.00172 5x8 �m -8-2 6-1-11 Scale = 1:77.3 1 14 13 12 5X6 6x8 MT18H= 4.00 W x4 6x8 4x5 — 5-5-8 12-0-0 17-6-0 27-0- 35-0.0 n9llwle Fal M6.0 1 Elate Offsets (X,Y): L2:0-11-5,Edge], [10:0-7-9 0-0-[10*-0-11-3,Edg�]z LOADING {psi} TCLL 45.E (Raaf Snow=45.4) TCDL $.0 BOLL 0.{1 BCL 8A SPACING2-0-0 Plat - - Plat Increase 1.+15 Lumber Increase 1.1 Rep Stress I n cr YES Code 11 2 3/TP"120 2 SSI TC 1.00 6C 0.58 WB 0.84 (Matrix) 7-11-11 DEFL in (loc) Ildefl Lld Vert(LL) -0.17 12-13 a999 240 Vert(TL) -0.3912-13 X894 1$0 Horz(TL) 0.11 10 nfa nla LUMBER Blll TOP" CHORD 2 X 4 SIF .1 OF 1.5E `Except* TOPCHORD T1 2 X4 SPF 21O F 11. E, T1 2 X 4 SPF 21 OOF I -8E BOT H F BOT CHORD 2 X 4 SPF 1650F 1.5E *Except* B3 2 X 4 SPF Stud/Std WEBS 2 X 4 SPF Stud/Std *Except* WEBS W2 2 X 4 SPF 1 F1. E VERGE Right: 2 X 8 DF 1-95OF 1.7E REACTIONS ((Ib/size) 16=277510-5-8, 1 =1931/0- -8 Max Horz 1 =2 load case 6) Max U p lif l =-22 lad case 7), 10=-1 (l ad case 8) Max G rare 1=340Ioad case ), 1 =27lad case 3) PLATES IT20 T18H Weight: 165 Ib GRIP 1971144 1 7f1 44 Structural wood sheathing directly applied. Rigid telling directly applied or 5-8-3 bracing. Except: 1 Row at midpt --1 1 Row at midpt 6-15, 6-1317-13 FORCES 1b - Maximum Compression/Maximum Tension TOPCHORD 11-2=0/107 2-3=-229/1759, 3-4---1832/10, 4-5=-1 638/267 5_6=-1 758/139, 6-7=-164511513 7-8=-27041173, 8-9=-3137/15% 10=-360611 , 10-11 = /2 4 BOT H 1 2-16=-1299/285i 15-16=-1525/262i 14-15=0157, 5-15=-1057/186,113-114---119131a 12-13=012055, 1 12;-- 0128 58 WEBS 3-16=-28261243, 3-15=-99/2558,13-15=0/1 271 r 6-115=14257/693 13=1 291698, -1 -1352A 68Y 112 .271929,9-12=-7511133 -1-751j 1 NOTES 1Wind: ASCE 7-98; 0mph; h=2 ft TC L=4. p f; DL=4. p f; Category 11; Exp ; enclosed; MWFRS interior zone; Lum r DOL=1.33 p[ate grip DOL=1.33. 2) TOLL: ASCE 7-98; Pf--45.0 F f (flat roof snow); Exp ; Fully Exp. 3) Unbalanced snow loads have been considered for this design, 4) This truss has been designed for greater of min roof I i re load of 17.0 p f or 2.00 tires flat roof load of 45.0 p f on overhangs non-concurr nt with other live loads. 5) This true has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. Continued on page 2 5 Jab I Truss I Truss Type Q6586 E34 I.ROOFTRUSS STOCK COMPONENTS -IF, Idaho Falls, IIS 83403, Eric Qty I Ply 0 i E .1NA11 - 1/EJ(1D)H 1 Job Reference (optional) 6.200 s Feb 11 2005 MiTek Industries, Ire . Wed Dec 2113:23:29 2005 Page NOTE 7) Provide meGhani cal conn ti n (by others) of truss to 'fearing plate capable of withstanding 220 Ib uplift at jol nt 16 and 184 lb uplift at joint 10- 8) This trussis designed n accordance with: the 2003 Int mational Residential Code sections R502.1 1.1 ars R802.1 0r.and referenced standard NS TPI 1. LOAD CASA{S) Standard Jots truss -l Truss Type 1'F TRUSS STOCK COMPONENT #1F, Idaho Falls, ID 83403, Eric i i0i0 -0-0 6-1-11 -- 7.00 12 17-6-0 -8-. Qty 1 Ply 1 FLEX./H11 -11EJ (I D) H Job Reference (optional 6.200 s Feb 11 2005 MiTek Industries, Inc. Wed Dec1 13:23:32 2005 a -10- 35-0-0 0-0 Page 1 8 6-1-11 2-0-0 Scale = 1:76.1 5-2-1 15 14 13 12 bit$ = 3x6 /j 5x6 = 3-9-1 oA 5X8 = Flats Offsets (X,Y)-. [2:04.5,:,. ,Ed ]p [10:0-7-970-0-8], [iO: 0-1 - ,Edge], [13:04-OLOA--p] LOADING (psf) TCLL 45.0 {Roof Snow --45.0) 7CDL $.0 BCL 0.0 BCDL. 8.0 PACT -0- Mates Increrase 1.1 Lumber Increase 1.15 Rep Stress Inc r H Code IRC2003TTP12002 Sl TC 0.92 BC 0.62 WB 0.94 atria) LUMBER TOP CHORD 2 X 4 SIF 1F 1*E *Except* T1 2 X 4 SPF 21 OOF 1.E, T1 2 X 4 SPF 21 OF 1 ,E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF stud/Std OTHERS 2 X 4 SPF Stud/Std WEDGE Fight: 2 X 8 LSF 1F 1.E REACTIONS (lb/size) 10=1956/0-5-8115=274910-5-8 MaxH rz 1 =(Fad case 6) MaxUPlM=-1 i ed case 1 =- 1 (l ad ease 7) Max Grav 1 =load case , =Id ease 2) DEFL in (Ioc) Ildeff Ud Vert(LL) 0.18 10-12 3999 244 Vert(TL) 0.30 10-12 >999 180 Horz[TL) 0.09 10 n/a n!a BRACING TOPS H RD BOT H.[ WEBS PLATE, TO "'eight: 188 lb GRIP 1971144 Structural wood sheathing directly applied or 3-4-14 oc. purlins. Rigid ceiling directly applied or 5-9-6 bracing. 1 Row at m idpt 5-14, 5-1317-13) -1 FORCES 1b) - Maximum mum Compr ss: on/Ma imarrr Tension TOP CHORD 1-2 =0119 9, 2 38/1914, 38751228, 6.843/25415-6=-1447/168t 6-7=-1672/15277-8=-2563/160P 8-9=-29981145,9-10=-36161151, 10-11=01204 BOT CHORD2-15=-1422,/299,14-15=-697/2810.t 13-1 3511022,12-13 0/2084,10-12z--512871 WEBS3-14---43/1566P 5-14---1220/1077. 5-13=-1071385, -13=-68/899,7-13--13621162P 7-12m- 12/793, 9-12=-7671131, -15=33531261 ITE 1) 'Find: ASCE 7-98; 0mph; h45 t; T DL= .. psf; BCDL:= . psf; Category II; Exp a enclosed; MWFRS interior zone; Lumber DOL=1.33 plate grip COOL=1. . 2) Truss Assigned for wind loads in the plane of the truss only. For studs exposed t wind (normal to the face), see MiT k "Standard Gable End Detail" 3) TOLL: ASCE 7-98, Pf^45.0 p f (flat roof snow); Exp ; Fully Exp. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 p f or 2.00 times flat roof load of 45.0 psf n overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 p f boftom chord live load nonco nurr nt with any other live loads. 7 All plates are 1.5x4 MT20 unless otherwise indicated. i d at 2-0-0 . We Truss Truss Type Q65-86 1134G F TRUSS STOCK MP I FI T -IF, Idaho Falls, ID 83403, Eric iN Qty PES REx.1NAll 2-21fEJ(ID)H 1 1 I Job Reference opt onal) 6.200 s Feb 11 2005 Mirek Industries, Inc. Wed Dec 21 13:23:32 2005 Page NOTES 9) Provide mechanical onn ti n (by others) of truss to bearing plate capable of withstanding 185 lb uplift t joint 10 and 218 lig uplift at joint 1 10 This truss is designed In accordance with the 20031nt rnational Residential Code sections R502.1 1.1 and R802.1 0.rid referenced standard AN lT P'1 1 . LOAD CASE(S) Standard 1 Truss True Type Q6586 C1 ROOF TRUSS 1 STOCKOMPONENT -IF, Idaho Falls, ID 834035 Erie 9 Plate Offsets (X -2.0.0 :-0-0 -8-1 7-8-13 1. -0-0 7-3-3 Qty j Ply REX.lNA112-211EJ(1Ci)N 1 I Job frenq �� T C-20-0 s Feb 112005 M!Tek Industries, Inc. Wed Dec 2113:23-.34 2005 Page 1 6x8 IT1H= N 7-3-3 -0 7-8-13 -0-0 -0-0 Scale = w. LOADING {psi} TCLL 45.,0 (Roof Snow --45.0) iCDL 8.0 BCL, OA BCDL 8.0 ,5x4 II --1 [2:0- -11) Edfg ], [6:0- -11, E SPACING -0-0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress I n r YES Code IRC2003ITP12002 LUMBER TOP CHORD 2 X4 LSF 240OF 2.OE BOT CHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF StudlStd WEDGE Left: 2 X 6 CSF No.2, Right: 2 X 6 DF o. 7-- el. 19:0-4-0.0-3-0 1 TC 0.95 ESC 0.63. B 0.63 (Matrix) REACTIONS IbI ize) 2=204610 -5 -816=204610 - Max Horz 2=219(load case 6) Max UPI ift =-1 (load case ), 6=17 (I o d case 8) Max G rav 2 =2 53 0 (1 o ad case , 6=2 53 O(Ioad c ase 3) 7-3-3 1.5 - 7--1 DEFL in (loc) lldefl Lld Vert(LL) -4.15 6-8 >999 240 Vert(TL) -0.28 6-8 X999 180 Horz(TL) 0.12 6 nla n!a BRACING TOP CHORD BOT CHORD WEB PLATES 'IT MT'1 8H R Weight: 130 Ib ri CD FLIP 1971144 197/144 Structural wood sheathing directly applied. Rigid ceiling directly applied or 10-0-0 c bracing. I Row at midpt 3-935-9 FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1- =01204, - =-3259/1 , -4=-1 98011 531 4- �-199011 , - =-325911 , -7=01204 BOT CHORD 2-10=-101/2529,9-10=-101/252938-9=-11/2529,6-8=-11/2529 WEBS 3-10=012K 3-9=13901140,4-9=-24/1038a 5-9=-1390/14115-8=0/284 NOTES 1 Wind: ASCE 7-98; 90m ph; h= ft; T DL.=4. p f BGDL=4. psf; Category 11; Exp ; enclosed; MWFRSinterior zone Lumber DOL=1.33 plate gip DOL=1. . 2) T LLf ASCE 7-; X451 0 psf (flit roof snow) ; Exp ; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4 This truss has been designed for greater of rain roof live load of 17.0 p f or 2.00 times flat roof load of 45,0 p f on overhangs non -concurrent with other live loads. 5) Th is truss has been desig ned for a 10.0 p f bottom chord live load nonconcurr nt with any other live Ivad . 6) All plates are MT20 plates unless otherwise indicated. 7 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 1b uplift at joint 2 and 178 lb uplift at joint 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI1. LOAD CASE(S) Standard Job [Truss Truss Type ROOFTRUSS STOCKF N EATS -IF, Idaho Farts, ID 83403$ Eric 9 LO C 4134 CD -2-0-0 --0 15 -0 -ID iQty Ipl 1 I REX.IN►4112-211 EJ (i D)H Job Reference {optional 6.200 s Feb 005 MiTek Industries, Inc. Wed Dec 21 13:23:36 2005 4X4 0 30-0-0 15-0-0 -0-0 Page 1 -- Scale = 1:66.0 UA 1430 29 28 27 26 25 24 23 22 1 20 19 1 -I Plat' Offsets (X,Y)-. [ [16.0- ,Edg ], [24:0-2-8,0m3-01 LOADING (pit) TCLL 45.0 (Roof Snow --45.0) 7CDL 8.0 BOLL 0.0 BCDL. 8.D LUMBER TOFF H R BOT H RD OTHERS SPACING -0-0 Plateslncrease 1.1. Lumber Increase 1.1 Rep Stress I n r N Code IRC2003ITP12002 SPF -1 65OF1. E X 4 SPF165OF 1.5E X 4 SPF Stud/Std 5X5 0-- 0-0-0 CS] DEFL in (Ioc) 11def! Ud TG 0.90 Vert(LL) -0.18 17 nlr 120 BC 0.40 Vert(TL) -0.20 17 nlr 90 WB 0,42 Horz(TL) 0.01 16 nfa nla (Matrix) BRACING TOFF CHORD BOT H RD WEBS PLATES MT20 Weight:: 150 Ib to 1 CD GRIP 197t144 Structural good sheathing directly applied or 6-0-0 oc purlins. Frigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt9-24 REACTION (Ib1 ize) 2=486130-0-0, 24--213130-0-0, 25=243130-0-0, 26=244/30-0-0, 27=245/30-0-0, 28:.-241130-0-03 29_253130-0-0, 3 0=231130-0- 0 , 23 =243130-0-0, 22=244130-0-0; 21'245130- -0� 2 0=24113 0- 0 - a 19=253130-0-0, 1 =231130- - , 16=486/30-0-0 Max =486/30 -0 - ax H r = °1 (1 o ad case ) Max U pal ift =-75(1 o d case ), 25=-31 (load case 7), = (load case ), 27=40(load case 7), 8=-340 o a d case ), 2;9=-5 =- (1 o ad case 7), 3 0=-1 lad case ), 2 3=-27(l oad case ) =- Io d case ), 21 =40(load case , 0=Io id case ), 1 =- (Ioa+ case , 18=1 68(load case , 1 =- Io d case 8) Max G ray 2=738(1 o ad case r 24=21 (load case 1), 2 5= 377 l o ad case , 2 6= 3 63(lo ad case ) = load case ), = lad case ), = ' (l ad case , 0= 4(I ad case , 23 =3 7 70 oa d case ), 22 = lad case ), 21= (load case 3), 20=3 519(load case ), 1 = (load case ), 18= load case , 1 =7 l ad case FORCES (1b) - Maximum Corn per ion/ 'la im u rn Tension TOP H CS '1- = 11 , - =-"1881144, - -146/1 11 - =-1 1 11 , 56=-"112/1 1, -7=-1 1 1301 - =-1 1211 7, --11811753 10=-11811 , 10-11 =-1 12/1 ,11 1 =-1 12J953 12-13=-1 1 X56913-14=1111% 14-1x-115153, 15-1 6=4 01 16-1 7= 011 FOOT CHORD 2-30=-2011462 29-30&-N-2011461, 28-29=-20/1465 27-28=-201146, 26-27'W20/1467 25-26- 0114 6, 24-25=-201146,23-24--201146Y 22-23000"020/146, 21-22=-20/146,20-21=-201146;,19-20=-20/146, 1 -1 =-.2011 4 � 16-18�20/146 WEB 9-24=-1 81/01 -7-26=-332J621=-345150,6-27_- 32158, - 3158, 4-29=-326163,3-30=-3631731 1 i 345146, 1 22332/63, 1 -1 --.�21, 13 -20= -333158Y14 -19=-326163x 11363173 NOTES 1 Wind: ASCE 7-98; mph h= fta T DL=4. pf; DL= . p f Category U; Exp enclosed; MWFRS interior zone; Lumber DL=1.33 plate grip fL=1.33. 2) Truss designed for wird loads in the plane of the truss only. For studs exposed to wind (normal to the face), 0 bRqjh"p%' rd Gable End Detail" Job Truss Truss Type Qty ply Q6586 CIG ROOFTRUSS 7 STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric I F REX./ 1 - 1/EJ(lD)H Joh Reference (optional .200 s Feb 112005 MiTek IndU t"ie , Inc. Wed Dec 21 13:23.36 2005 Pag- NOTES 3) T LLR ASCE 7-98; 4 Yo p f (flat roof snow); Exp ; Fully Exp. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of rein roof live load of 17.0 psf or 2.00 times flat roof load of 45.0 p f on overhangs nen-concurrent with other live loads. 6) This truss has been designed for a 10.0 pf bottom chord live load nnenerrent with any other live Ie. 7) All plates are 1.5x4 I' T 0 unless othervvise indicated. 8) Gable requires, continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 o. 1 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 2, 31 lb uplift at joint 25, 42 lb uplift at joint 26, 40 lb uplift at joint 27, 34 Ib uplift atjoint 28, 58 lb uplift at joint 29, 168 Ib uplift at joint 30, 27 lb uplift at joint 23, 44 ib u plift at joint 22, 40 lb uplift at joint 21, 35 lb uplift at joint , 58 1b uplift at joint 19, 168 lb uplift et joint 18 and 92 i.b uplift at joint 16. 11 This truss is designed in accordance with the 20031 nternational Residential bode sections R502.1 1 .1 and R802.1 0.and referenced standard ANSIfTPI 1. LOAD CASE{S} Standard