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HomeMy WebLinkAboutSPECS - 07-00281 - 758 Yost St - New SFRZu 0 Lij CL OZ CD r%,.. < CY un M 40 Truss Truss Type Q709233 Al G ROOF TRUSS STOCK COMPONENTS -IF, Idaho Fa--ils-, ID 83403, ERIC J_ -2-0-0 -2-8 10 2-0-0 10-2-8 6.00f 12 Xy 4 2 6X 6 VL A 61 4x4 --- 7 I I 20-5-0 20-5-0 Oty Ply SAINSBURY- SPEC #6 Job Reference (qLt Loq��)J 6.500 s Mar 8 2007 MiTek Industries, Jnc. Wed Jun 20 13.-5006-200_7 Pa 1' 20-5-0 22-5-0 10-2-8 2-0-0 SCap'e = 1:40.1 ST� A ST3 7' 10 P late offsets (X., Y). [2 - 0 -1- 51 F qg ��Ij 12 - p��dgejjl 5:0-2-800-0-.41 LOADING (psf) TCLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) J/defl L/d PLATES GRIP Plates I ncrease 1,15 TC; 0,71 (Roof Snowzz35.0) Lumber Increase 1,15 BG 0.31 Vert (L L) -0,12 13 n/r 90 MT20 169/123 TSL 8,0 Rep Stress Incr NO WB 0.14 Vert(TL) -0.14 13 n/r 80 BOLL 0-0 Horz(TL) 0,00 12 n/a n/a BCDL -8.0 Code IRC2003/TP12002 (Nlatrix) Wi nd (ILL) 0,05 13 n/f 120 78 lb We I LUMBER BRACING TPFII 2 X 4 SPF 1650F 1.5E TOPCHORD Structural wood sheathing dirt[y 2pplied or 6-0-0 oc purlMs.' DoT HID 2 X 4 SPF 165OF I .51E BOTCHORD Rigid cel-fing d1rectly applied Of 10-0-0 0C bradr.g, OTHERS 2 X 4 SPF- S Stud/Std REACTIONS (IbIsize) 2=386/20-5-0. 19;-- 1179/20-5-0� 20=205/20-5-0, 21 =1 97/20-5-0, 22=231/20-5-0123= 109/20-5-0, 1 B -205/20 -5 -Op 17=7197/20-5-0 1 5=231/20-5-0 14=109/20-5-Oi 12=386120-5-0 Max Horz 2=8 (L 7) Max Uplift2=-109(LC 7)J 20--32�11_C 7)5 21 =-31 (LC 7), 22zzz-53(LC 7)� 23--172(LC 9)18;--30(LC 8), 17L---31 (LC 8)16--53(LC 8) - - - Max Grav 2=580(LC 2), 19-179(LC 1)520-312(LC 2), 21 =285(LC 2), 22-341 (LC 2), 23=147(LC 2) 18;--312 12=LCL (LC 3), 17=285(LC 3), 16=-341(LC 3), 14=147(LC 3), 580( 3) FO.RCES (lb) - Maximum Compression/Maxinnum Tension TOIL CHORD 1-2=0/14 , 2-3--,120137, 3-4--76/51, 4-5--84/71, 5-6=-82/92t 0-7=-88111101 7-8=-88/105, 8-9=-82/753 9-10--84/421 10_111 -z -75/4Z 11-12=-120/18, 12-13-0/140 BOTCHORD 2-23=0/895 22-23-00189, 21-2240/89, 20-21-0/89 19-20-0,189, 18-19-0/89, 14-15=0/891 12-14z7-()/89 15-16-zO/89? WEBS 7-1 =-148/0, 6-20=-278151, 5-21 =-260/535 4-22=-283/61, 3-23=-201/77, 8-18--278/49, 9-17=-260/541 10-16-283/61, 11-14=-201177 NOTES 1) Wind: ASCE 7-98; 0mph- h=25ft- TCDL=4.8pST, BCDL-z4.8pqf- C2tegGry 11; Exp C; enclosed; IRS interior zone; Lumber DOL 1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only, For Studs exposed to wind (nc)rmal to the face), see MiTek Standard Gable, End Detail IP 3) TCLL-. ASCE 7-98; Pf=35.0 psf (flat roof snow)- Exp' C- Ful`ly Exp. ance 4) Unbald snow loads have been considered for this design - 5) This truss has been design�d for greater of min roof live load of 16.0 p or 2.00 times flat roof load of 35,0 psf on overhangs non -concurrent with other live loads, 6) This truss has beer: designed for a 10.0 psT' bottom chord live load neon cu rrent with a ny othe r live loads - 7) All plates are 1.5x4 MT20 unless othermse fndicated. 8) Gable requires continuous bottom chord bearing - 9) Gable studs spaced at 2-0-0 oc. 10) Provide rnechanIC211 connection (by others) of truss �o bearing plate capable of vvithstan ding 109 ]b uplift at joint 2, 32 ]b uplift at joint 20, 31 lb uplift at Joint 21, 53 lb uplift at joint 22, 172 lb uplift at joint 23, 30 1b upffl at joint 18 31 1b uplift at)oint 17, 53 Ib uplift at joint 1 5P 172 1b uplift at joint 14 and 125 ]b uplift at joint 12- , 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1_1 and R802.10-2 and referenced standard ANSUTPI 1 LOAD GASES) Standard Job Truss Truss Type QtyPly lfBFp SPEC #6 9 ' 709233 A2 R0017TRUSS ---- - : Joh R feren tiona . STACK OMPO E T -11=, Idaho Fafl , ILS 83403, ERIC J. _ �. 6.500 s Mar 8 2007 MiTek Industries , Inc. Wed Jun 20 13-50.12 2007 Page � — - --- 15-0-8 _ 20-5-0 22-5-0 r.ale 4 1:40.1 4A 0 5.00 f2— 4x4 C 4 - 0 5-4!8 ts �XiY)_-_12:0-10-TFqq�], _()-q-7,Fdge] LOADING (psf) TOLL 35.0 SPACING 2-0-0 (Roof Snow -35,O) Plates Increase 1.115 TIL 8.0 Lumber Increase 1A5 BOLL 0.0 Jeep Stress Inr YES E DL 8.0 Code 11 0 'TPJ 00 LUMBER Top CHORD 2 X4 SPF 1650F I_5E B T CHORD 2 X 4SPF 165OF I� E WEBS X 4 FBF-Stud/Std REACTIONS (Ib/size) 2=1217/0-3-8, 6=1217/0-3-8 Max plift2=-14 L 7), =-14 L Max G r v 2-z1 1 L 2), 6-151 (L C 3) 10-2-8 LOAD-- 1 TC 0.71 BC Or 34 WEA 0.66 (Nltri) EFL e'er (I -L Vert (T L) Hor TL) 15-0-8 __ 4-10- 5-4-8 BRACING T P HOR BOT CHORD FORCES (lb) - Maximum Compression[Nilax murn Tension TOP CHORD 1-2-0/142, 2-3=-19-38/73, 3-4--1,215/93, 4-5--1215/93P5-6-z-1938/73, 6-7z--0/141 0/141 B T H ILA 2--11=-531'1576, 10-11_--:53/1 576, -10=- f 1575, -9 -2/1576, 6,-8--2/1576 WEBS -11- /1 !, -1 --787/72: 4-1 0=-0/58 -1 --787/72, -8=011 89 Ltd 240 180 n1a PLATES MT20 Weight: 74 lb GIMP 16W1 23 Structural c)d s h @th [ng d i r ctly applied or 4-8-8 oc purlins - Rigid cei 1i ng d i rectly a pplid or 10-0-0 oc bracing. NOTES 1) Wind-, ASCE 7-98; mph; h= ft; T DL=4_ psf; .3 DL=4_8p f Category J l; E; , enclosed- M Fi interior CL -1. plate grip DOL- 1.33. �Zone; Lumber 2 T L L: ASCE 8; Pf ` .0 psf (flat roof snow): Exp , FullyExp, Unbalanced snow loads have been on id r dd for this design_. 4) This truss has been designed for greater of airy roof live load of -16,0 p f or 2.00 times flat roof load of 35-0 psf on overhangs non -concurrent with other lire loads. This truss has been designed for a -10-0 p :f bottom chord live load n n on ur-r nt with n other lire ) Provide I� ��2nial onn.ctin (b others) of tri r� t� bearing _ erloads, �1�t� capable bl �f �tht� r�� 1rr 149 Ib u pl rft at joint 2 and 149 lb uplift @t joint 6- 7) This truss is designed in accordance with the 2003 Internatlon l Residential Code sections R502,1 and referenced standard SI/TPI 1. 2.1 r� LOAD SAE() Standard. Jab Truss. Trus Type­--- 0709233 ype-__0709233 !BlG ROOF TRUSS STOCK COMPONENTS -CF, Idaho Faller ID 83403E ERIC -i-7 U --4 b. 00 12 QtY Ply SAINSBURY. SPEC #6 - _ - e ,)ob Reference tionIi I 6.500 Mer 8 2007 MMT k Industries, Inc. Wed Jun 0 1-150 2007E Pa 1' 13-4-019-9-0 6-10-12 4x5 ,Y T6 7x8 PAT1 8H 3 -- -- - —-0 oft Cafe = I -47_5 3x.0 10 �iyi'F i p 2x4 II A 1! 2x4 f -- - _ 26-8-8 - -.-Plate Offsetsi 0-2-1,0-1 -8LO L5 -.0-3- 1, - --- - 0 2 4], Ll 1 -0 _]211J�q'0-160-0-L DIN (p f)- - T LL 35.0 SPACING -0- CSI DEI^L in (I Ild fl L/d PLATES Plates Increase 1.15 TC 0.95 Vert(LL) -0.07 7 >999 240 M T 2,0 1 69/123 TL Lumber Increase 1.1 B 0.43 rl(TL) -0.11 -7 9 180 o ��1��1T1 8 F1 I rep Stress In r WB .51 H rz(TL 0.02 n1a ri/a 1 '391123 LL �. � Cr B C L v0 - 0 /TPl (Matrix) Weight: 152 LUMBER BRACING — TOPCHORD 2 X 4 SPF 210OF 1.8E "Except* TOPCHORD Structural' wood sheathing &ecfly applied or 3-11-15 oc purilins. T2 2 X 4 SPF 1650F 1,5E BOT CHORD Rigid ceilingdirectly Ci ed or 6-0-0 oc br2cing. WEBS X 4 SPF -S SPF—SS t aid/Std *Except* W2 2 X 4 SPF165OF 1.5E OTHERS 2 X 4 SI F- Stud/Std REACTIONS (1bfs1ze-) 1-204/0-3-8, 10-1529/0-3-8, 5=1185/0-3-8 Max Hort 1= -1 20(LC Max Uplift1---4 (L )t 10 -- 3(L 7)t =-16 (L Maxrev 1=405(L ), 10= 17 (L ), 5-1617 L 3 ) FORCES (lb) - .ISI imu Compression/Maximum Tension TOE' CHORD 1-2=-264/3207 2-3=-868/1211 -4=-962/1071 4-5=--2088/113, 5-6=0/151 BOT CI RC 1-10=-272/10.4, 9-10=-272/104a 8-9=0/ 1 7-8---z0/1 . 5-7=0/ _ 1 686 WEBS -1 =-1351/145, - =0,11042, 3-9=-2212171 449=-1149/11 , -7=0/260 NOTES 1) Vind: ASCE 7-9&, 90mph h- ft; T DL=4_ p f ECRL= . p f; Category 11; Exp ; enclosed; NIWFF inferiorzone; Lei rri der DOL; --1-33 plate grip D Ls1.31 True designed for wird loads in the plane of the truss only. For to ed to wind normal � ,. t nclard Gable End Detail" � � � #ham f�c��, � �T�I TOLL: ASCE 7-98, f=35.0 p f (flat root snow); E T Ful[E. 4) Unbalanced snow loads have been considered for this design,. This truss has been designed for greater of min roof HVC 102d of 16.0 p f or 2.00 times fiat roof land of 35.0 f on non -concurrent with other live loads. � overhangs This truss has been designed for a 10.0 p ,f bottom chord live load non concurrent with @ny other live load. All P12teS are MT20 plates unless other ri indicated, All plates. are 1 5x4 MT20 unless otherwise indicated. Gable studs spaced 2t -0-0 o. 10) Provide mecha n i C con rection (by oth er of f runs to bearing I2t able of with � � h tndin 1,b upll ft at Jai nt 1 , 93 Ib U plift at Joint 10 and 166, ilb uplift at joint 5. 11 This truss is designed in accordance with the 2003 International Residential Code. sections R502.1 1.1 and R802- 1 referenced standard ANS I/TPI 1. 1 Girder carries tie-in p n�): 2-6-0 from 0-0-0 to -3- 13 In the LOAD CASE(S) 3ection, loads applied to the face of the truss are noted as trona F or back (B)- LOAD B - LOAD CASE(S) Standard Continued on page . 6 I Job Truss Truss T' ype Qty Pd Y SAINSBURY'-'-, PEC #6 Q709233 B1G ROOF TRUSS Job Referencelopti STOCK COMPONENTS--'IF, ­Idafio F"a-11' —I'D 8 S, 3403.ERIC J_ .M8 MiTek Industries, Inc- Wed Jury, 20 13:50-39 2007 Page 2 6500 s ar 20 1 07 LOAD CASE(S) Standard 1) Snow: Lu m b Increase=1.1 , Plate I n crease— 1, 15 Uniform Loads �pff) VerL 1-3=-86, 3-6=-86. 111-10=-21(F=-5), 5-10--16 Job Truss Truss Type Qty Ply I IIUJ11_ SPEC #! - Q709233 B2 n ROOF TRUSS 9 1 - STOCKIIP1FlT-J T,dh FIIl ;EPIJob Reference (option , 4, ._ al 6.500 s Mar 8 2007 M Te k I nd u tri , I ris. Wed Jun 20 13 :5 43 2 607 I age 11' _ 0--! ` _- 8x 12 PvIT 0H I I Scale m 1:37.8 6.00 F, 3 z -o-$ 7-a-8 Plate Offsets k,YL[5:Q-C-Edge]-- LOADING pf ) PLATES I P Lid TALL 240 _ SPA I -.�� ) Plates Increase 1.15 Lurnhr Increase 1.15 BCLL 0.0 BCDL 8.0 Code IRC2003ITP12002 LUMBER BE TOPCHORD 2 X 4 SPF 16,50F 1.5E 1130T CHORD 2 X 4 SPF 165OF 1.5F WEBS 2 X 4 SPF -S Stud/Std REACTIONS I'C.i 5-122710-3-8, 10;-- 1 0 16/0-3-8 Ma / -- Ma Hor- 1 ,=-177 L M@X Llplift =-1 4(L )f 10=- (L 13-5-8 _ 1 -- i DEI~ L T _84 Vert(LL) V E3 0.45 e rt(I - L) B 0.95 H rz(TL) (Matrix) FORCES (Ib) - Ma imurn CornpresslonlMl2xirnum Tension TOP H R D 1-2--140164, 2-3=-850/98, 3-4=-1 071/81, - �- 177/95-r5=0/1 41 1 BOT FA D -10_ 1 7 � -9=011759, 7-8=0/1 759, -7=0/1759 E E3S 2-9--31/480., -9_01291, 4-9-11251120, 4-7=01249, 2-10--952.17 BRACING TOP CHORD IS T H R D EB, _20-5-0 6-11-8 l/defl PLATES I P Lid 999 240 M T O 169/123 9 180 KITH 127/93 n/a of Weight. 83 1b tru turad wood sheathing directly applied or 3-8-0 c ,purlins' except end verticals, Rigid ceiling directly pplid or 10-0-0 oc braid. 1 Flow at midpt -. NOTES 1) Wi n d: AS C E 7-98, 90 rn ply, h _ ; ft; TCDD. -4 _ 8psf, B C D L=4.8 p f f or -y J l; E ; erg cJosed,, MWFRS i nterI or zon e, Lu rn her DOL=1. 33 plate grip COOL=1.3& TOLL. ASCE 7-98, Pf =35.0 p f (fiat roof snow) Exp r Fully Unbalanced Exp. nog loads have been. considered � .Mrd fir this dl�n. This truss has been designed for greater of min roof live load of 16.0 psf or 2,0D times flat roof Ind of 35,0 pf on overhangs non -concurrent with ether live loads. 5) This truss has been clesicned for a 10-0 p f bottom chord live load noncen urrent with any other live load. II p12t are MT20 plates unless otherwise indi at da 7 Provide mocha i I connection (b others) of truSs to beaCing Plate caps bl ofrth tandj n 1 Ib t joint 1 0. uliftt 1intrd k �uplift This truss is designed In accordancewith ►he 2003 Intern tionai Residential Code Sections R502.1 referenced standard ANSI/TPI 1.� .1 end ��.:� ��d LOAD CASE(S) Standard Job Trus s Truss Type Qty Ply SAINSBURY: SPEC' #6 Q709233 C1 ROOF TRUSS � J STOCK C0lVlP6NENTS-1F,_Idako Fal -1s) ID 834032 ERl_6j',-- Job Reference (optionan 6-500 s Mar 8 200 MiTek Industries, J.nc-Wed Jun 20 - _13- .472067 Pagel 5 0- 18-2-8 20-2-8 4-11-8 3-6-12 4-5-4 2-0-0 Scane = 1:34.2 3X 10 4A 2 I 4A .":-- 1 4 %*— 9 8 7 U4 2x4 11 3x10 = 2M 11 T2 6.00 ".l 2 6 __'13-9-4 5-3-0 18-2-8 3-6-12 5-3-0 4-11-8 X LOADING (psi) DEFL in NO TOLL 35,0 SPACING' 0-0-1 CS] (Roof Snow= -35.0) >999 Plates Increase. 11.15 TC 0,52 TL 8-0 Lumber Increase 1'_ 15 BC 0.18 BOLL 0-0 RStress Incr ep NO WB 0.45 BCDL Code IRC2003/TP12002 (Matrix) LUMBER Weight: 181 lb BRACING TOPCHORD 2 X 4 SPF 1 O 1.5E TOPCHORD Structural wood BOT CHORD 2 X DF No.2 except WEBS 2 X 4 SI F -S Stud/Std BOTCHORD rigid ceiling directly applied or 10-0-0 oc bracin g. REACTIONS (P /size) 10- 1422/0-3-8, 5z--97310-3-8 Max Igor z'10,;z2(LC 6) M ax U p 1 -1 I't 10--1 51 (LC 5), 5;---51 (LC 8) Max G rav 1 O=1 (L , 5-9 73 (LC 3) T2 6.00 ".l 2 6 __'13-9-4 18-2-8 3-6-12 4-5-4 DEFL in NO I/defl L/d PLATES GRIP Vert(LL) -0.03 8 >999 240 MT20 1691123 Vert(TL) -0,06 8_9 >999 180 Horz(TL) 0-02 5 n1a n/a Weight: 181 lb BRACING TOPCHORD Structural wood Sheathing directly applied or 6-0-0 or" purl'ires} except end verticals. BOTCHORD rigid ceiling directly applied or 10-0-0 oc bracin g. FORCES (11b) - Maximum COIMPreSsion/Maximum Tension TOP CHORD 1-10=-2821'62, 1-2=-62)'10, 2-3--1824/212P 3-4=- 1993/226, 4-5=-1 9-92/162, 5-6=0/0 BOT CHORD 9-1 _-16311475, 8-9=-163/14 -8=- 14311772 P 5- 7=- -143/1772 WEBS 2-1 0=-1 76 8/111K 2-9=0/1 20, 2-iB=-621432, 3-8=-1 621134, 4-8z---76/5-0, 4-7;zO/77 NOTES 1) 2-pl y truss to be con n ected together w-Ith 1 Od A 131 r'x,3")grails as follows: Top chords connected as follows: 2 X 4 - 1. row at 0-9-0 oc- Bottom chords connected as follows, 2 X 6 - 2 rows at 0-9-0 0C. Webs connected as follows: 2 X 4 - 1 mw at 0-9-0 0c. 2) All loads, are considered equally 2PPIled to all plies, except If noted as front (F) or back (6) f2ce in the LOAD CASE(S) section. Ply to ply connections h@ve been provided to distribute only loads noted 2S (F) or (B), unless otherwise indicated - 3) Wind AS C E 7-98,, 90 mph - h- ft; TCDL;--4. Bpsf-, BCDL_4,8psf, Category 11; Exp C; enclosed; NIWF FZS i nterjor on e; Lumber DOL=1,33 plate grip DOL -1-33, 4) TOLL: ASCE 7-98 Pf=35,0 psf (flat roof snow); Exp C; Fully Exp_ 5) Unbalanced snow loads have been considered for this design, 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 timeS flat roof load Of 35.0 psf on overh2ngs, non -concurrent with other live loads. 7) Provide 2-dequate drainage to prevent water ponding. 8) This truss has been designed for a 1,0,0 p bottom Chcrd live load nen concurrent with any other live iloads. 9) Provide rnechanical connection (by others) of truss to bearing plate pable of withstanding 151 lb Uplift at joint 10 and 51 1b U Pljif t cs at j0I 'rit 5 10) This tru ss is d esign d in accordance with the 2003 Int rnatlon l Residential Code sections R502. 11. 1 and R802.10- 2 and referenced standard ANSI/TPI 1- 11) Hanger(s)- or other connection device(s) shall be provided sufficient to support concentrated load(s) 745 lb down and 1068 lb up at 10-2-8 an top chord. The design/selection of such connection device(s) is the responsibility of others, LOAD CASE(S) Standard 1) Snow- Lumber Increase -1,1,5, Plate Increase -1 - -15 Uniform Loads (plf) Vert: 1-3=-123(F=-123), 3-6=--O, 5-10=-23(F_-23) Conti nued on page 2, Job Truss Truss Type Q709233 Cl ROOF TRUSS STOCK COMPONENTS -1-F— , Idaho Falls, ID 83403, ERIC J. LOAD CASE(S) Standard Concentrated Loads (lb) Vert, 3=-745(F) Oty —AWS- BURY,- SPEC 96 2 li job Reference (Optionor 6.500 s Mar 8 2007 Welk Industnes, Inc. Wed Jun 20 13:50.5.0 200 - Page 2 Truss Type Q709233 10 PF I-RUSS STOCK I I l 1T -I . Idaho Falb IU 83403* ERIC J_ - - - 5x6 3A r' 18 1.5x4 3x 6 r� LF 11-0-4 -_ -4 5-1- --1 3A r' 18 1.5x4 3x 6 r� 6.00112 - 4 ter_ 0 4x6 k s�h 'e L ..1Ll 17 16 3x8 2x4 11 -Bx12 MT 0H 1J a 14 5x8 ,-lel Iff # 6 1 Job Re r n�(optional) 6,500 5 Mar 8 2007 WellWell< Industries­ rk u tri , Inr,, � Jun 20 13:50.55 2007 I`' e -- -i0 7-3-0 8 5X12 7 1 1_5A --1 5-2-12 4x4 zz: 3x6 IJ 1G `'. -_- ._ _ 11-0-4 1,2-10-8 ` 8-0- - - - -1 -- 5-2-14 1-10-4 5-1 -, - Plate Offsets ( Y)- [I i Vi - Er Q1 7-r) r, n n --- - LF 18-0-0 1-1 -4 5-1- r 6.00112 - 4 ter_ 0 4x6 k s�h 'e L ..1Ll 17 16 3x8 2x4 11 -Bx12 MT 0H 1J a 14 5x8 ,-lel Iff # 6 1 Job Re r n�(optional) 6,500 5 Mar 8 2007 WellWell< Industries­ rk u tri , Inr,, � Jun 20 13:50.55 2007 I`' e -- -i0 7-3-0 8 5X12 7 1 1_5A --1 5-2-12 4x4 zz: 3x6 IJ 1G `'. -_- ._ _ 11-0-4 1,2-10-8 ` 8-0- - - - -1 -- 5-2-14 1-10-4 5-1 -, - Plate Offsets ( Y)- [I i Vi - Er Q1 7-r) r, n n --- - 12 11 10 A M - 3x -- -- PLATES GRIP MT20 169/1 1 TO H 148/108 Weight: 159 Ib Scale_ 316'"_1 TOP CHORD Structural wood sheathing directly applied of 2-2-0 oc Purfins BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except* vertfcals- B 1 2 X 4 SPF 21 OOF 1.8E, B2 2 X 4 S PF -S Stud/Std BOTCHORD Rigild ceiling E� X � P' F- Stud/Std *Except* directly r --0 racing.Epee -�- br�r: -��� � � P� ���F �_Ea � � BF 1 �F �.� FE � Rowat rriidpt 4-17, 7-1 4r 8-10 7 2 X 4 SPF 1650F 1.5E, WS 2 X 4 SPF 165OF 1.5E REACTIONS (115/size) 1 =1 1/Mec i nkat, 1=153/0- .- , 17-2399/0-3-8 Max Horz 1=1 (L. 7 M2XUpliftl 0-- L , 1 44(L )r 17=-171(L 7 Max Gray 1� 1 4 (L , 1= 1 L ), 1= L 1 FORCES (1b) - Maximum ompr ion/Max1mum Tension TOP H I D 1-2=-540/709, - =-97/4Jf 7, 3-4--84/929, 4-5--21/544,- 5-6--628/99188 ' r103, - 9-10-352151 BOT CHORD 1-18=-607/342, 17-18=-607/342? 16417=-34/47 15-16;---41/0,5-15:---1470/89, 14-1 =- 12-13=-13823 /23, 11-12=-101116-99, 10-1-1=-1 11 a, WEBS 2-18-0/217, 2-17--999/1207 4-17z---1 1881136, 15-17=-1 1iJ87,4-15=­40/7439 7-14-1870/15317-13-0/231, 7-12--663/46, 8-12=0/4543 - 1 TE 1 7-96, 90mph; h® ft, T DL -4. p f; E DL -4. psf; Category 11, Exp - nclos dr M FF Interior DOL=1.33 plat. grip DOL= 1. . one, Lumber TOLL: ASCE7-98;Pf=35.0 p f (flat roof snow)- EXP r Fully Exp. Unbalanced ced snow lo8d have been onsid r d for thi�s design, 4) Provide adequate draln2ge to prevent water ponding- 5) ondin - ) Th is true has been designed for a 1 -0 p f bottom chord live load nonconcurrent with I'I Plate are MTD Plates unlessotherwise �r� other live loads. This truss requires plate inspection per the Tooth- Count Method when this truss is chosen forunlit 8) Refer tgirder(s) for truss to,truss connections, � assurance IrI�J� ' �I�r�- Provide mecha n'cal corp rection (by Others) of truss to bearIn g P12t ap le of withsta nd Ing I b joint 1 and 171 I uplift at joint 17- � ��lift f joint � �� l u�llft �t 10) This truss is designed Irl accordance with the 2003 International Residential der�tial CodesectionsF.11 -1 anF�0. 1and referenced standard ANSI/TPI 1'. LOAD CASE(S) Standard LF r LOADING (ps,f) .E ll -� f �EFL " ITOLL � df Ud (Roof no- =35.0 ' �Jt� I �re� �_� T 0,94 "�rt(LL) -0.15 1 -1 240 T I L &0 Lumber Increase 1.1 6C 0.83 Ve ri (TL) -0.24 13-14 >909 180 BOLL 0,0 Pep Stress In r `SES WB 0,98 H r (TL) 0-06 10 n/a n/a B DL 8.0 Code if C2003/ P1200 (Matrix) LUMBER TOP CHORD 2 X 4 SPF I riF 1 F BRACING 12 11 10 A M - 3x -- -- PLATES GRIP MT20 169/1 1 TO H 148/108 Weight: 159 Ib Scale_ 316'"_1 TOP CHORD Structural wood sheathing directly applied of 2-2-0 oc Purfins BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except* vertfcals- B 1 2 X 4 SPF 21 OOF 1.8E, B2 2 X 4 S PF -S Stud/Std BOTCHORD Rigild ceiling E� X � P' F- Stud/Std *Except* directly r --0 racing.Epee -�- br�r: -��� � � P� ���F �_Ea � � BF 1 �F �.� FE � Rowat rriidpt 4-17, 7-1 4r 8-10 7 2 X 4 SPF 1650F 1.5E, WS 2 X 4 SPF 165OF 1.5E REACTIONS (115/size) 1 =1 1/Mec i nkat, 1=153/0- .- , 17-2399/0-3-8 Max Horz 1=1 (L. 7 M2XUpliftl 0-- L , 1 44(L )r 17=-171(L 7 Max Gray 1� 1 4 (L , 1= 1 L ), 1= L 1 FORCES (1b) - Maximum ompr ion/Max1mum Tension TOP H I D 1-2=-540/709, - =-97/4Jf 7, 3-4--84/929, 4-5--21/544,- 5-6--628/99188 ' r103, - 9-10-352151 BOT CHORD 1-18=-607/342, 17-18=-607/342? 16417=-34/47 15-16;---41/0,5-15:---1470/89, 14-1 =- 12-13=-13823 /23, 11-12=-101116-99, 10-1-1=-1 11 a, WEBS 2-18-0/217, 2-17--999/1207 4-17z---1 1881136, 15-17=-1 1iJ87,4-15=­40/7439 7-14-1870/15317-13-0/231, 7-12--663/46, 8-12=0/4543 - 1 TE 1 7-96, 90mph; h® ft, T DL -4. p f; E DL -4. psf; Category 11, Exp - nclos dr M FF Interior DOL=1.33 plat. grip DOL= 1. . one, Lumber TOLL: ASCE7-98;Pf=35.0 p f (flat roof snow)- EXP r Fully Exp. Unbalanced ced snow lo8d have been onsid r d for thi�s design, 4) Provide adequate draln2ge to prevent water ponding- 5) ondin - ) Th is true has been designed for a 1 -0 p f bottom chord live load nonconcurrent with I'I Plate are MTD Plates unlessotherwise �r� other live loads. This truss requires plate inspection per the Tooth- Count Method when this truss is chosen forunlit 8) Refer tgirder(s) for truss to,truss connections, � assurance IrI�J� ' �I�r�- Provide mecha n'cal corp rection (by Others) of truss to bearIn g P12t ap le of withsta nd Ing I b joint 1 and 171 I uplift at joint 17- � ��lift f joint � �� l u�llft �t 10) This truss is designed Irl accordance with the 2003 International Residential der�tial CodesectionsF.11 -1 anF�0. 1and referenced standard ANSI/TPI 1'. LOAD CASE(S) Standard r " I Joh True True T - - 00F TRUSS KOCK � Po t T -PJ`, Idaho Falls, ID 83403- ER'I�. -2-0-0 _ _ - �_....� 1- -4 12-10-8 18-0-0 _- { .� 3X6 4x4 4. 3 i 6.00 5 4x5 NMI 4 Qtyy AINSBURY-E + . r 8 2007 MiTekn ,tri , Inc. Wed Jury 20 113:5-11,03 2007 Page f 22-5-0 26-10-0 31 -3-4 36-0-0 5x5 e.. 7 �V. • 4 e ,� e • i' f'r fr I rpr� �rC 6>1 a U10 P 19 18 17 1.5A 11 4x8 7 : 4 11 I I t of §q 1 11-0- 12-10-8 LOADING (psf) 18-0-0 5-9-6 5-2-14 1-10-4 P'IJ�I 5-1-8 �Y��••y 9 � I I t of §q 1 - - F , E d g r 19:0-4-0.0-2- - � i � . tiJ -5-8,0-4-12] LOADING (psf) TALL P'IJ�I -0- �Y��••y 9 � 1 (Roof Snow -35-0) Plates Increase 1.15 TO 0-71 TSL .� Lumber Increase1.15 E T� BALL .� p StressJnr �'E 1 :� � .D L 8.d P 200 �'7` 102 (matrix) LUMBER - -- TOP CHORD 2 X 4 SPF 1650F I - 5E BOT CHORD 2 X 4 SPF 16050E 1.5E *Except-' 1131 .2 X 4 SPF 210OF 1.8E, 82 2 X 4 SPF -S Stud/Std EBS 2 X 4 SPF -8 Stud/ td *Except* W1 2 X 4 SPF 1650F 1.51, W6 2 X 4 SPF 165OF 1.5E 7 2 X 4 SPF1 OF1.5E, W9 2 X 4 SPF160F1. E DEFL Vert ILL' Vert(TL) lHorz(TL 5X8 8 q 5xg 9 0 11 14 6x70 26-10-0 8-10-0 in (I0) 1/def P L/d -0.20 14-15 240 -0. 14-105 >860 180 BRACING TOPCHORD BOTCHORD SEB U 10 T.A 13 3x6 -s- -2-0 PLATES T2o 3A II 1� x{11 Weight: 160 1b 1 5x6 GIMP 169/1!23 Scale ; I - G e Structural wood sheath -Ing directly applied or 3-10-7 0C purlins' except end verticals. Rigid ceiling directly applied or -0-0 0C bracing, Except - 10 -0-0 : pt -1-0-0 o bracing: 1-15,12-1. 2-9-0 racing: -1 1 Row at midpt 5-18, 8-15, 10-1 REACTIONS lb/seas) 12=10 / ha n i 2J, 2-z3063/0-3-8, 18=2460/0-8- Max, Harz 2-224(LC MaxUpliftl 2-91 (L , 2;---1 (L ), 1 =-1 L Max Gray 12=1 1 (L , 2-8 7(L 2), 182 o(L 1 FORCES (1b) - Maximum Compression/Maximum Tension TOPHOOD 1-2=0/1 1 r 2-3--478/865, 3-4=-83/11021 4- =-x'2/1185-6=-12J790,9-10--2597/129, 10-11=-10 /or 11-12;---293/39 BOT H R D 2-19z-724/263, 18-19z---724/263, 17-18=-30/5, 1 -17=- 7=48/1 o 6-16-1750/105 15-16=-709178t 13-14-=-131/1856, 12-18=-131/1856 WEBS -1 9=01211, 8-1 -=- /8 �5-18--1252/129, 16-1 8-14=-89/1862, 8=-1435/119. -1 =321 r 6-15--64/16231 8_1 �-1 46/'�, -14^-1 99/160, 10-14_0/8791 10-12--20961170 NOTES 1 Win E 7-98 90mphh h = ft; T CL= . p f; B DL=4. p f; Ctegor1, E.nl'o , �W1nt` or - zone; Lumber DOL rp=1. 2) T L,L: ASCE 7-98; Pf=B _o psf (fl@t roof snow); Exp; Fully Exp., L- - 0-0 8 Unbalanced snow loads have been Considered for th i s design_ 4) This truss has been designed for greater of renin roof live load of 20.0 psf or 2,00 times flat roof Joadf o p f on overhangs non -concurrent with o1h er live load. Provide 21deqU2te dminage to prevent watt r ponding. 6 This truss has been design ed for a 10. 0 psf bottom chord I Ive load nonco nurr rpt with an y other Refer t 1rd r( ) for truss to trussconnections,f�� loads- 7) Provide mechanical' on rietl on (bothers)of truss to bearing pp atcapable of withstanding 91 Jb uplift at joint 12, 156 lb uplift at want 2 and 155 lb uplifftjoint 18. This truss is desig nod in accorda accordn.nce with the 2003 Int rnatlonaI Residential Code sections referenced standard 1107P 11. o2a 11. ` end F 8 2.1 _2 end LOAD .E() Standard T' �Y��••y 9 � r t 1 •� ca Structural wood sheath -Ing directly applied or 3-10-7 0C purlins' except end verticals. Rigid ceiling directly applied or -0-0 0C bracing, Except - 10 -0-0 : pt -1-0-0 o bracing: 1-15,12-1. 2-9-0 racing: -1 1 Row at midpt 5-18, 8-15, 10-1 REACTIONS lb/seas) 12=10 / ha n i 2J, 2-z3063/0-3-8, 18=2460/0-8- Max, Harz 2-224(LC MaxUpliftl 2-91 (L , 2;---1 (L ), 1 =-1 L Max Gray 12=1 1 (L , 2-8 7(L 2), 182 o(L 1 FORCES (1b) - Maximum Compression/Maximum Tension TOPHOOD 1-2=0/1 1 r 2-3--478/865, 3-4=-83/11021 4- =-x'2/1185-6=-12J790,9-10--2597/129, 10-11=-10 /or 11-12;---293/39 BOT H R D 2-19z-724/263, 18-19z---724/263, 17-18=-30/5, 1 -17=- 7=48/1 o 6-16-1750/105 15-16=-709178t 13-14-=-131/1856, 12-18=-131/1856 WEBS -1 9=01211, 8-1 -=- /8 �5-18--1252/129, 16-1 8-14=-89/1862, 8=-1435/119. -1 =321 r 6-15--64/16231 8_1 �-1 46/'�, -14^-1 99/160, 10-14_0/8791 10-12--20961170 NOTES 1 Win E 7-98 90mphh h = ft; T CL= . p f; B DL=4. p f; Ctegor1, E.nl'o , �W1nt` or - zone; Lumber DOL rp=1. 2) T L,L: ASCE 7-98; Pf=B _o psf (fl@t roof snow); Exp; Fully Exp., L- - 0-0 8 Unbalanced snow loads have been Considered for th i s design_ 4) This truss has been designed for greater of renin roof live load of 20.0 psf or 2,00 times flat roof Joadf o p f on overhangs non -concurrent with o1h er live load. Provide 21deqU2te dminage to prevent watt r ponding. 6 This truss has been design ed for a 10. 0 psf bottom chord I Ive load nonco nurr rpt with an y other Refer t 1rd r( ) for truss to trussconnections,f�� loads- 7) Provide mechanical' on rietl on (bothers)of truss to bearing pp atcapable of withstanding 91 Jb uplift at joint 12, 156 lb uplift at want 2 and 155 lb uplifftjoint 18. This truss is desig nod in accorda accordn.nce with the 2003 Int rnatlonaI Residential Code sections referenced standard 1107P 11. o2a 11. ` end F 8 2.1 _2 end LOAD .E() Standard Job TrustTruss Type.Q709233 C12- --- . . w , i 9 ROOF TFs STOCK i lP E !T -1 F Idaho Fall , .I.D 83403* - ERIC J, K. r�. 410 __- Qty Ply SAINSBURY: SPEC #6 a - f_. ' _. Job Reference (O Von 6.500 S Mar 8 2007 MiTek 1 nd u tri a Inc.. _ -- t _: 1,- 13 2007 Page I �- - -- --1 X 4X4 4 W1 0 1,5X4 11 5X5 7 6,00 F1 .28-1 0-0 t7L-J-4� 36-0'0 4xl -Al. 1 Ox 12 MT20H W6 W8 •° 3x 1 0 •'� 10 -.r_ a r - . f . W10 , �W1 .�� , i f W5 41 ,. =8x3 15 1 1 J X 10 — U5 4.x6 1S 4x3 = 2x4 1! 36-0-0 -- -- --14 1-10-4 5-1- _ z__ -- ._._. a . LOADING (psif) T TOLL 35.E SPACING 2-0-0 CS1 DEPL in (1o) i/dfl (Roof now= _ 0) Plates Increase 1.15 TC 0.81 erl(LL) -0,23 14--15 >999 T IAL. 8.0 Lumber Increase 1.15 B, 0-92 Vert(TL)-0.33 14-1 5 >893 BOLL 0.0 Rep Stress I n r YES WB 0.94 J-1 rz(TL.) M7 12 n1a B CDL 8.o Code IRC2003ITP12002 i latr' LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1 5F 44 WQ L/d PLATES GFS«" 240 MT20 169/123 180 MT20H 127/93 n/ Weight: 159 1b aJe - 1:67,4 1coo I 'co CD co T CHORD 2 X 4 SPF 1650F 1,5E *Except* T P CHORE) Structural wood sheathing directly applied or 3-7-13 oc pur�ins, except end verticals. B 1 2 X 4 SPF 210OF 1.E, B2 2 X 4 SPF-Stud/Std BT HID Rigid ceiling , WEB� PF- Stud/Std *Eet�` J�� directly �ppJi� �r -�- � dr�.ln Except. OF 1. E, 7 : SPF 1 F I _ E EB 1 Flow t rri' W6 2 �4�F 1 - 9-15 W1 4 FBF 1650F 1+ E� W1 X 4 SPI 1650 1.5E Id t - , 1 y REACTIONS (lb/size) 1-1047IMecharii call 2z -26410-3-8r 19-2521,/0-3-8 Ma 9=25 '1,/0- - a Horz . = 0 (L Max Uplift1 =- 0 L , =- 1 (L ), 1 =-14 (L 7 Max Greg 1-14(L , =7()(L ), 19-z2521 (L 1 ) FORCES (lb) - Maximum Compression/Maximurn Tension T P H D 1-2= 0/ 141 3 2-3=-443/9955 3-4=-69/1232, 4-5=-5 7/1310, 5-5=- 1 /9 31, 6-7=-494/104 r 8 _ 1886/1 -1 --343.6/1 4, 10_11;---108/0111-12-z-243/32 BOT CHORD 2-20--838/232, 19-20=-838t232, 1 -1 =_4610, 17-18=-53106-17�-1823'1 _ 1°�, 1-1 �--40/10a 15-16=-51/1549t 14-15=-18713389t 13-14;---151/2219, 1 -1 `-1 1/2 1 WEBS 3-20 01 11, 3-19=_956/85, -1 =-1:247/11 A 17-19--1581/146,5-17=-19/704, ^- 4, 9-14=-601/90, 10-14=-49/1388i 10-1 2=-241 /1 4 >TE P Wind: ASCE 7-98 r :90m h r h=25ft, T 1 L-4, P f, DL=4_ p f- Category 11; Exp x r� I� d, �� �� � 1 interior D L=1 .P[ ate rip DOL=1. or zon , Lumber TOLL: ASCE 7-98; Pf=35.0 p f (flat roofsnow),Exp ; Fully Exp., L= -0- Unbalanced snow load have been considered for t -hi design, 4) This truss has beer designed for greater of rain roof dive Joad of 20.0 p f or 2.00 times flat roof load f non-concurrent with other lave loads.r �. � � f err overhangs Provide adequate dr2ina e to prevent water ponding, This truss has been designed for a 10.0 p f bottom chord live load narie n urrent with any r) All Plates are MT20 Plates unless wr s other i e indicated. ether live J��d Prefer to girder() for truss to truss onne tin , Pride mechanical connection (by others) of tris to bearing pJateCap2ble of withstanding 90 Ib uplift at joint 1, 215 Ib uplift at joinLt 2 and 149 lb uplift at joint 1, 9. 1 ) This truss Is designed in accordance with the 2003 Int rnatiori J Reslidenti2lCode sections .11.1 and R802. 10.2 and referenced standard .1I/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Q709233 C13 ROOF TRUSS STOCK COMPONENTS -1 F-, Idah-o- F2-11$, ID 83403, ERIC J. -2_Q�Q -- --5-9 - -6 11-0-4 12-1 0-8 16-8-0 19-4-0 2-0-0 5-9-6 5-2-14 1-10-4 F 3-9-.8 2-8-0 2 5X6 6X8 3 21 1_5X4 11 6X6 Axa 7.14 64 3A 4 T2 7 W8 W! we) %W4 F7 W� 20 19 5X8 3x4 Oty Ply SA1l`iS_90RY-_SPE C #6_ Job reference (ol:jtjonaj�..__ 6,500 S M@r 8 2007 MiTek Industries, Inc- Wed Jun 20 13-51:1_§_�0_07P_a .ge I 25-1 ' -0 30710-0 33-3-4 36-0-() 5-9-0 2-5-4 2-8-12 1 6X14 MTI 8H 8 W110 VH 2 5X5 - 3X 10 3x4 1.0 `..�_ VM5 -17 16 15 5x6 — 5x8 -- 1.5x4 11 14 13 12 4x8 = 46 6X12 -_ 5-9-6 11-0-4 12-10-8 16-8-0 1 --0 25 1 30-10-0 36-0-0 5-9-6 5-2-14 1 -10-4 3-9-8 2-8-0 5-9-n Plate Offsets L;�,Yr --3-1410-2--12-C-4-0, R LOADING (psf) SAC2001 I TOLL as n PING -- CSI DFFF t,4 41 Plates Increase 1.15 TC 0-86 k u,"I tA Liu FLA F Lb GRIP (Roof Snow=35,O) Lumber Increase 1,15 BC 0,85 Vert(LL) -0.46 14-15 >647 240 NIT20 169/123 TCDL 8,0 Rep Stress Incr YES WB 0.90 Vert(TL) -OM 14-15 >451 180 MT1 8H 169/123 BOLL 0.0 HorzjL) 0,04 12 r1/2 n1a BCDL 8.0 Code 1RC2003/TPI2002 (Matrix) 169 lb Wejgft L HMRP:P TOP CHORD 2 X 4 SPF 1 O 1_5E 4'Except* BRACING T4 2 X 4 SPF 21 OOF 1,81E TOPCHORD SLructurall wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2 X 4 SPF 1 1.5E *Except' except end vertials. BI 2 X 4 DF -N 24LOOF 2_0E, B2 2 X 4 SPF -S Stud/Std SOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. Except. WEBS 2 X 4 SPF- S Stud/Std *Except,2-5-0 oc bracing, 5-18 W6 2 X4 SPF 165 -OF 1 �5E) M 2 X 4 SPF I 6350F 1_5E VVEBS 1 Row at midpt 6-17,8-16 W1 2 2 X 4 S PF 16 OF 1.5E, VV1 4 2 X 4 SPF 1 1.5E W14 2 X 4 SPF 1650E 1.5E REACTIONS (lb/size) 12=959flVlechanical, 2=6110-3-8, 20-2813/0-3-8 Max Horz 2=-1 80(LC 7) M ax Up] ift 1 =i(L8), 2z----669�LC 3), _-1 (LC 8) Max Grav 12-1385(LC 3), =7 (L 2), 20_2813(!_C 1) FORCES (lb) -Maximurn, Compress[ on/Ni axim urn Tension TOPCHOICS 1-2=0/1 41 t 2-3=-302/1720, 3-4--68/1924, 4-5=-42/162,8, 5-6--14011761 647--453il 151 7-8;---680/95, 8-9-=-5297/365, 9-10--5056/3135 10-11--244/3, 11-1,2=-219/29 BOTCHORD 2-21;---1505/125,20-21--1508/124, 19-20=-76/0) 18-19--139/0,5-18=-2357/147 17-18=-1463/163, 16-17�-114/95P 15-16=-78/1775, 14-15---780'1775, 13-14=-197/3010, 12-13--z-197/3010 WEBS 3-21-0/213, 3-20;---893' 185, 4-20=- 10381921 13-20;---23631212, 4-18=01 6-16=-1 575, 5-17--106/2144, 6-17=- 15431101 10/1469 1 7-16---398)55J 8-1 6,=-1 625/160, 8-15--0/230, 8-14=-243/3'498,,()-14=-2,922/246, 10-14=-1 25/2194, 10-1 2==;-29(55/208 NOTES 1) Wind, ASCE 7-98,, 90rnph-, h= f#; TCDL=4_8psf 3 BCDL=4.8psf; Category 11; Exp C., enclosed; MWFRS interior zone, Lumber DO L= 1 . 33 plate grip DOLS 1. 3 3, 2) TELL: ASCE 7-98, Pf;--35.0 Psf (flat roof snow); Exp C, Fully Exp, 3) Unbal21riced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof lve load of 20.0 Psf Or 2�00 times fiat roof load of 35.0 psf on overhangs non -concurrent with other live loads - 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10-0 P bottom chord 11ve load non concurrent with arty other live loads. 7) All Plates are M 20 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for -quality assurance -inspection- 9) Refer to g1rder(s) for truss to truss connections. 10) Provide mechanical connection (by others),of truss to bearing plate capable of w1thstanding 86 lb Uplift at joint 12, 669 lb upl`[ft at joint 2 and 132 lb uplift at joint 20. 11) This truss is designed in accordance with the 2003 International' Residential Code sect -Ions R502.1 1.1 and R - 10. 8022 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Scale = 1,68-5 I Job 'Truss Truss Type 0709233 C14 F' TRUSS STOCK C MPONENTS-IF, Idaho F@Jls.,- ID 83403, ERIC J. co 1 co FQt� Ply _7S_AlN_S8URY-. SPEC #.6 —Job Reference (opliona 1) 6-500 s Mar 8 2007 MiTek­tndustri es, Inc, Wed Ju _ n 2-0 115- -1 2'7' 2007 P_ a -'g e 4 18 21-4-0 28-4-12 2-0-0 5-2-14 3-7-12 3-4-0 3-4-0 7-0-12 6_DO12 4x12 —. 4 W2 6x6 5X5 9 5X8 .W D 5 6 7 16 - 15 14 1_5A 5x6 6X10 36-0-c) 7-7-4 Scale= 1--54.9 13 12 10 UJ 5xl 2 I .5x4 11 3x6 -_ 5xa VW 11 11-0-4 1 14-8-0 18-0-0 -4-0 28-4-12. 36-0-0 5-9-6 5-2-14 3-7-12 3-4-0 3-4-0 7-0-12 7-7-4 1 Plateoffsets (X,Y)- [2:0-0-1a- - - - Eqq 0512 _t 21t f9:0-2-5 Edge] LOAD ING (pz> SPACING 2-0-0 TCLL 35.0 GS1 TEFL in Occ) I/defl L/d PLATES GRIP (Roof no 88.0 Plates InCre2Se 1.15 TC 0-87 Ve(LL ) -0,22 9-10 >999 240 I T2 0 TCDL 8,0 Lumber Increase 1,15 BC 0-84 Vert(TL) -0 . 35 9-10 >842 180 1 039'i 12 3 ALL 0_0 Rep Stress Incr YES VVB 0.95 Horz(TL) 0.06 9 n/a n/a BCDL 8.0- Code IRC2003/TP12002 (Matrix) Weight: 162 lb LUMBER TOP CML 2 X 4 SPF 165OF 1.5E *Except* BRACING T32X48PF2100F1.8E TOPCHORea D Structural wood shthing diredly applied or 2-2-0 o,L1-_ purfins- BOT CHORD 2 X 4 SPF 1660F 1.51E *Except* BOTCHORD Rigid ceiling directly appfled or 6-0-0 oc bracing. BI 2 X 4 SPF 21 OOF 1.8F WEBS I Row at midpt 4-15,6-14 WEBS 2 X 4 SPF 1650F 1.5E *Except* W1 2 X 4 SPF- S Stud/Std, W2 2 X 4 SPF- S Stud/Std VV 3 2 X 4 SPF -S StudlStd, W7 2 X 4 SFBF- S StudlStd W9 2 X 4 SPF- S StudIStd REACTIONS (Jb/size) 9:;;1154/0- -8, 2=5_08/0-3-8, 15=2170/0-3-8 Max Horz 2=123(LC 7) Max UPlift 9z---89(LC 8), 2=-1 22(LC 7), 15=-87(LC 7) Max Gray 9;z 18 (LC 3), =;9 30(LC 2), 15-2419(LC 2) FORCES (lb) - M,2X-InIUM Corn p ression/Maxi mum Tension TOP CHORD 1-2-0/141, 2-3--661/430o 3-4=-116,24, 4-5--4281995 5-6=-3211962 6-7=-1 282/148, 7-8--16511128, 8-9=-2924/15,8 BOT CHORD 2-16---z-360/436, 15-16;--3601436, 14-15--545/119 13-14-0/904 9- 1 0=-73/242-2 12 -13z --0/904r 11-12 0/904, 10-11=-73/2422P WEBS 3-16-0/210,3-15=-887/82) 4-1,5=-1883/84,4-14--z-6/1611, 5-14--278/23t 6-14--1357/515 15-13=01102.,6-11_-71/868 1 7-11=- /1 35, -11=- 13091157, 8-10 =0/290 NOTES 1) Wind: ASCE 7-98, 90mph, h-25ft; TCDL=4_8psf- BCDL=4.8p,5f; Category 11; Exp C', enclosed; MWFRS i' DO L-1 1 .33 plate grip DOL -1.33. 1nteriorzone; Lumber 2) TOLL: ASCE 7-98; Pf=35-0 p (flat roof snow); Exp G- Fully Exp, 3) Unbalanced snow loads have been considered for this design. 4) This truss h2� been designed for greater of min roof live load Of 16,0 psf or 2.00 times flat r0of load of 35.0 psf on overhangs non -concurrent with other live 102ds. 5) Provide adequate drain@ge to prevent water ponding - 6) This truss has been designed for a 10.0 p bottom chord live load nonconcurrent with any other live loads- 7) Provide mechanical ronnection �by others) of truss to bearing plate capable; of withstan6ng 89 lb uplift at joint 9, 122 1b ulift at joint 2 and 87 lb uplift atjoint 15- p 8) This truss is designed in accordance with the 2003 Internation2l ResIdenti-al Code sections R502.1 1 -1 and R802-10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 6 41 Trus -s 117r—usw Type Q709233 I ROOF TRUSS STOCK COMPO NET -IF, Idaho Falls, ID 83403, ERI C-J_ 7-3-4 i 14-0-0 14 all 7-3-4 1-5x4 11 6-8-12 4x4 I 5x10 3 Qty ___I INS 6_U RY: SPEC #-6- 'Job Reference (Optlon�D. 6500 s Mar 8 2007 M iTek Industries, I nr,. Wed Jun 2.-0. 13:51:45 2007,Page I 19-4-0 _ 22-0-0 26-8-8 5-4-0 2-8-0 4-8-8 45 4 5X8 5 sm 36-0-0 4-11-0 5x8 zz 16 15 14 all 8X8 = 1-5x4 11 6.x 12 4x4 I 10 9 5X6 3X6 4.x 12 6X a __ 19-4-0 22-0-0 26-8-8 31-1-0 36-0-0 7-3-46 1 -8-12 5-4-0 2-8-0 4-8�8 4-4-8 4-11-0 Plate Offsets (x,y): fl -o 0 -1-1 I f141�dge,o-q7�L LOADING (psf) TOLL n Z>rNU 2_0_0 i CS1 (Roof Snow -35.0) 1/d ef I Pl!ates Increase 1A5 TC ().89 TCM- 8-0 240 Lumber Increase 1.15 BC 0.89 BOLL 0.0 Rep Stress Jncr YES a V13 0.82 .BCDL­ 8.0 Code IRC2003ITP12002 (IV12trix) LUMBER TOP CHORD 2 X 4 SPF 21 OOF 1.8E *Exrept* 1-2 2 X 4 SPF 1650=F I_5E BOT CHORD 2 X 4 SPF 210OF 1,8E *Except* 82 2 X 4 SPF- S StudiStd, B3 2 X 4 SPF 1650F I - 5E 134 2 X 4 SFF 165OF 1.5E WEBS 2 X 4 SPF- S StudfStd *Except - W2 2 X 4 SPF 1650F 1.5E, VV 5 2 X 4 S -PF 1 O 1.5E WEDGE W4 2 X 4 SPF 1 1_ Er W10 2 X 4 SPF 16550F 1.5E Left: 2 X 8 DF 1 I _711E, Right_ 2 X 6 DIF 1 o2 REACTIONS (Ib/slze) 1_1821/0-3-8t 8=1821/0-3-8 1 Hort 11-81 (LC 5) Max Upllft1=- (L , 8=-96(LC 8) Max Grav 1-2341 (LC 2)! 8-2341 (LC 3) DEFL in (loc) 1/d ef I L/d Vert(LL) -0-34 11-12 7999 240 Vert(TL) -0.53 11-12 >801 180 Horz(TL) 0-24 8 n1a n/a BRACING TOP ISD BOTCHORD WEBS PLATES GRIP MT20 169/123 MT20H 127193 Weight: 163 lb Structural wood sheathing directly applied, Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 ac bracing., 4-13 1O- - 0c bracing. 6-11 1 Row at mldpt 4-121 6- 12 FORCES 0b) - Maximum Gornpression/Maxirnurn Tension TOPCHORD 1-2--4365/1751 2-3=-3191/1,46, 3-4;-32241133, 4-5--3091/154, 5-6z-3603/1453 6 BT -7--5017/185, 7-8-z-4514/181 OCHORD 1-16--166/3700', 15-16=-166/3706P 14-15=0/189, 13-14=0/92,4-13=-3791288, 12-13--21/3211, 11-12--58/4419 10- 11= 0/83 0 - P 1 6-1 1=;-10/1080, 9-10--10/293, 8-9=-1 16/3879 E B S 2-16=0/273, 2-15=-1 179/150, 3-15=-3051177, 13-15-z-46/2546� 3-13=-55/14001 4-12--984/86, 5-12=-711121 6-12---1643/1325 9-11--109/3724P 7-11=-19/71 6, 7-9=-939/70 5 NOTES 1) Wind.- ASCE 7-98, 90,mpl-; h= ft} TCDL--z4.8pSf; BCDL_4-.8psf-, Category 11; Exp C; enclosed; MWFRS interior zone; Lumber DOL=;1,33 Plate grip DOL:; --1,33. 2) TOLL: ASCE 7-98; Pt -35.0 p �fiat roof snow); Exp Q Fully Exp. - 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent Water poriding. 5) This truss has been designed for a 10,0 p bottom chord live load Mnonconcurrent with, any other live loads. 6) Al[ plates are T20 plat unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing Plate capable of with at joint - stanng d�96 lb uplift at joint 1, and 96 lb uplift 8 8) This truss is designed in accordance with the 2003 International Residential Code sections R,502.1 1,1 and R802.10_2 and referencecf standard ANSJ/TPI 1, LOAD CASE(S) Standard = 1'62.4 6 e� 7 Job Tr Trust Type Q709233 C16ROOF TRUSS STOCKN1PlEJT-dI`r I—dah—o Fallx IIS 83403, EJB J. 6,0 3x4 Qty PlY idN�UR� SPEC ## I � d d — Job Reference (optional). ,_.,._ r0 a r 007 iTeInd-utrile. f n_ d J un 20 13-51:55 20page � 5-8-12 - 4-8-0 -_ -_ 4 i -_ 17 6X6 1.5A i 5X10 1+ 6 4X16 4 4 = 5A = 4 Sx 12 MT2 OH14 -. 1 3x6 13 3's 1 11 3x W6 M T 0H= W110 3x4 7 10 3x 10 1 --0. 4-11-0 5 1 2 -38-0-0 --o scam 1.5.0 �- m-4 �.. ,--' - A. _ 19-4-0 24-0- - - 31-1-0 -- 36 o 4 -8 - Plate Offsets - -- -71, J5:0 - f1 �a 18, �-2-4 �.�d ], [10-0-3-810-1+- 1 -10- �- - L�,. �� _— LOADING pf — - TLL _0 SPACING 2-0-0 C81 DEFL in �log� I/dfi ��d LTEGRIP (Roof now -35.0 SI�t� Jrr� �_� T r# LL -0.37 1 -1 240 MT20 169/123 TCDL . Lumber Increase 1,15 BC 0. rt(TL) -0,57 13-14 1 127/93 BOLL 10.0 Rep Stress Incr YES WB 0.90 Ho (TL) 0.23 8 n/ n/a B DL 8.o Code J 00/TPl o 1@tri. ) Weight: 163 Ib LUMBER �— p Tod CHORD Structural ��r�d �f��ti�in directly lied. T X 4 SPF 10OF 1.E � BOTCHORD RigidiFin direotl ' applied or 1 o- -0 o br in Except-, E T HORD X PF 1 ooF 1;E *Except* � 4 SPF 1�OF 1.LT BX SPF 1650F 1.5--� � bracing: 1-� �. 13-0-0 oc br2-cing: 4-14 WEBS 4 PF-Stud/Std *Except* 4 QEF 1650F 1.5Fa 4 PF 1of I ,E 1 �--'� bracing: 6-12 �w��E� 1 Row 2t midpt _1r 4-1 1C 2 X 4 SPF 1550E 1� E WEDGE Left: 2 X 6 DF No.2, Right: 2 X 6 DF N .2 REACTIONS fbl iz) 1=1o/Mocha ni @f, 8-2021/0-3-8 Max Horz 1=-109(LC 8) MaX Upliftl=- (L )0 =-1 (L° Max Gray 1= (L- 2), 8=2731( L FORCES i;lb) - Maximum Compression/Maximum Tension T P H o R D 1-2=-4657/156,2-3=-36961138, 3-4=-3929/163; 4-5-z-345211401 5-6=-3926/145. -=0/141 BOTCHORD 1-17=-134/3990, 16-17=-1,34/39903 15-16z--0/4433 14-15=0/140, 4-14z-474/1181 13-14=-6813908, 12-13=-2314066 11-12-0/91, 6-12-0/80 1 r 10-11=0/604, -10=-44/3895 WEBS 2-17=0/219, 2-16=-936/130, 3-15;--12712763 14-16=-91/2744,-14=-96/1 4-13--1278/104- Q-1 =-1036/82, 10-12---z-50/3353, 7-1 =i7-10=-6,57162 1 i , 5-13=-'711225'F NOTE 1 Wind.- ASCE - mph a h =. pf; L- ' ft� TSL=� ��..� 1 _ Int grip � � aII; E. � r�J�od} WE interioror� LumberL=1. . T LL.: ASCE 7-98; Pf= , p f (flat roof snow), Exp Q Fully Exp, Unbalanced no loads have been considered � d�rd fir tai din, 4) This true has been diad for greater of m[n roof live load of 16,0 �f or 2,.00 times fiat rof load f 35.0 p f on overhangs non - n urr nt wJ th other livefoals. Provide ad qu t draln2gz tO prevent water pondin . This truss has leen d i ,']d for a 10-0 psf bottom chord rive load nonco nurren t with any other fw i"d. . _ All plateare T O plates unless otherwise iso indicated. This truss requires plate inspection per the Tooth Count Method whcn this truss ib 9) I f �r t girder(s) for truss to truconnections,.I�� r� for ��I�t � �r r� �� � tp��. 1 ) Fragile mechanical connection (by others) of truss to bearing plate capable ofwithstanding- - uplift t joint1 u pl i`t t J -o- uplift 1 and 167 ilk 11 This truss is designed in accordance with the 2003 International Residential Code referenced standard ANSI/TPI 1. sectionsr .1 ,1 and I o .1 and LOAD CASES) Standard Job v True True Tp Q709233 C17 FF TRUSS STOCK COMPONENTS -11F, +d h Fal' ICS V 40 i ERIC 1 - -, _ . �. 10-0-0 14-- 1 --4-1 -- 4--0 U 6X6 — 3 17 3x 4 T9 Qty Ply 11B_ SPEC m i i 6. O s Mar 8 2007 MiT k Industries, Inc- Wed Jury 2_011 .'-0_4 2007 Pa 1 44 1 i 5 -_ 1-1- --8 -4- 6X10 i T18H= .4 11 - 3x6 11 3x6 I i 3X12 6X18 _ -- --0 Scale = 1-65-0 10-0-0 14-8-0 1 -4-, —�- _ .- 36_0- 1 --0 -- 4-- -- - - Plate Offsets ��X - 1 -7 L.[�* )0 L D LOADING(p f) � 3-8,0-1-8.1, SPACING - - CS] - PlatesIncrease 1.' T - ��F� i� lolid fl L/d PLATES GRIP (Roof Snow -35.0) rt(LL) =. 13-14 856 2An TCL j BC 0.91 Vert(TL) y. 13-14 180 MT - 1691123 Rep Stress In r YES i B 0. 127/93 gE LL 0.0 Frz TL n/ T1 H 16 Cod1 /TIS 1200' - _.. 'weight. 158Ib LH REQ TOP CHORD 2 X4 SPF 1 �I�I�I OF 1_ E BR TOPCHORD Structur2l woad sheathing d I redly applied. ESOT CHORD X 4 P 1 OF 1.5E *Except* BT H 1 D Rigid ceiling directly applied r 10-0-0 bracing. E t- IAF-! 4�E .�Ea � � rF_ 4gF .�E � � WEBS X 4 SPF- Stud/Std *Except* 6-0-0 0 bra rng: -1 W6 2 p X 4 S PF 1550F 1-5F_, VV7 2 X 4 SIF 16 OF 1.5,E 10-0-0 ring: -15E WEBS 1 � _ W10 X FIF 1 OF 1,5F Raw at idlpt 4- 1 WEDGE Left-, 2 X 4 PF-Stud/Std, Right.- 2 X 6 CSF No -2 - REACTIONS lo_ -R TIO (Ib/.size) 1=1 0/ hani al, 9;--202110-3- Max 1--forz 1 o-g�L Max Upliftl =-74(L )} =-1 4(L ) Max Gray 1-2501 (LC ), =0(L FORCES � I lb) - Maximum ompr si n/ a i:irnu rn Tension T P H R D 111-2-4808/1198} - =411 / 1 � 3-4=-3580/177, 4-5--4882/232, _ 4334/1 741 7-8=-4718/1 91 8-9--z-46971160P g-1 = 11 1 BOT H RD 11-17--z-1167/411857 16-17=-149/4235, 1 --1 -z- /dW , 14-1 ;z0/ 1 K5-14--8121117, 7L 1 _-/�, 11-12--46/480, 9-11=-91j(4026 13-14=--84/4075, 1 -1 =g�1 ��a WEBS 2-117_-1556/139, -17=9/11611 4-17--1421/126, 4-116--52414414-16=--9013598'? 63-13-325/320) 11-13--4613588, 8-13=-58/464, -11= 580/55 NOTES 1) Wired- ASCE 7-93; 0mph; h--z5t; T DL=4_ p. f; BCDL=4. p f; t '1I; E p- enclosed,- = I interior r u Lumber plate grip OOL=1. _ TOLL: ASCE 7-98; 1 =35.0 p f (flat roof snow . ; Fina � Exp Exp. Unbalanced srow loads have been considered for th-is design. This truss has been designed for greater of min roof five load of 1 f �` .- n n- cn u rrent with other live loads. � � times flit roof load �f , g p f err overhangs Provide adequate drainage to prevent Water ponding. This truss his been designed for a 10,0 pf bottom chord Live load non n r 7) All plates are f'T plates unless otherwise indicated.r t with any other live I. The truss requires plate inspection per the Tooth Count Method when thiS true is chosen forual i t Refer togirder(s) for true to truss connections, � � ur�r� � in p� tion_ 10) Provide h n i a f connection (by others) of truss to bea r ngdate capable of i th i uplift at joint g_ p sty r� i rig 74 lb uplift at joint I and 154 1b 11 This truss is designed in accordance with the 2003 rinteM2tional Residential Code sections 8502-11.1 and F� .1 . referencedstandard A I/TPI 1. nd LOAD CASE(S) Standard Job s Tru. ss - --_- _.� 7ff-us-�itype 0709233 cis ROOF TRUSS STOCK COMPONENTS -IF, Idaho FAIR , ID -8'34-03, FIS I J_ c�a 4--4 4--4 5 _ -9-P 15-5-11 -- IO 4A - 15.00 1 4 44 �r. !` %V w, r, l Y WS r -.; _� t I rj BURY: SP EC _j 3 Joh Reference tion 6-500 s Mar 8 2007 MiTek Industries, 111C. ed _Jun 20 13:52-09 2 07_ P 23-0-4 — 26-8-8 28 -O -Q 31-6-12 -0-00 -- 4 --4 1-- --1 - a :_ 4x5 = 23 22 1 20 x4 I I 4x8 z� 2X4 11 4x 0 = 11 19-4-0 E- - - LOADING (p5€) — — 1-- --1-3 TCLL 35_0 SPACING 7-0-0 CSI (Roof Snow=35.0 ) Plates Increase 1,15 TC 0.14 TCDL 8.0 ember Increase 1.15 BC 0.51 BCLL 0.0 Rei Stress Incr NO WB 0,69 BCDL-. $ 0 Code IRC2003fTP12002 (Matrix) LUMBER ET CHARD 2 X 6 DF No.2 *Except* B2 2 X 4 DF -N 2400E _0Ea 134 2 X 4 SPE 1OJ= `1 F VVEBi X 4 SPF- Stud/Std REACTIONS (Ibl i ) 1 =1684/ Dani 1, 11=1786/0-3-8 Ma 1=1786/0- - a Horz 1=-4 (L ) I ax Uplift 1 (L ). 1=-I4 L ) Max G rav 1 --zo L ), 11 2205(L ) 3x4 � 1! 2x4 11 3X1G 6A 7 8 9 10Yvg . 9 f IX� . A — _27—i I T 17 16 19 2x4 1 3x6 .11 dX r I I I dH = 8I 2= 3x5 ' 4x8 -, -- -- `-4 -- 2x4 11 28-0-0 31-6-12 — — 1-- --1-3 --1 -0-19 17-18 DEFIL in (Io I/d f l L/d Ve rt L L) -0-19 17-18 >999 240 ' r'[(TL) -0.29 17-18 180 I Fior (TL) O. 11 n/ n/a Y BRACING TOP CHORD B T 1 -IJ 36-0-0 4--4 PLATES MT20 T1 H `U'iht: 566 1 RIP 169/123 169/123 tru tuml wood sheathing directly applIed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing- Except. -0-0 oc bracing- 5-18, -1 FORCES (Ib) - Ma irnurnrnprre ion/Maxi num T rr ion TOP CHORD 1-2--4172/285, - 3974/31 , -4--3499/292, 4-5=-4867/392,5-6=-5'0_"74/454t8-9;---4397/360, -1 O -398 7/324, 10-11=-4056/279, 11-12=0/75 SOT H R 1 -23= -247/3662,22 -23=-247/3662,21-22--334/4453,20-21=-334/4453 19-20 - =-247/3662, - =-247/3662, 1- 2--334 °4453, - 1--334/44 _ 6-18=-3621'051 17-18=-402/5515, 16-17=-40215615, 15-16--7/107o -1 -- 02/541 14-15--117/1398, 13-14=-22/-/3554. ; `� 1-1 =- 4 3554 18-2-0=-206)'2822, V-1 -zx,0/1 182, 7-18;-z-32/338, 7-17=0/388, 7-1 - 578/126-16-.-152/2455, ! rr 1 6 2471, 9-14=-1058/1116, 10-14-- 7? �1 } �l o-1 =-14315 a 14o-13=-143159 i� - �_ �f OTE 1) 3-p.ly truss. to be connected together with 1od (0.1 1'" °') n ills as follows: Top chords connected 29 f f low_ ' 2 X 4 - 1 row at 0-9-D 0c. Bottom chords ronnected @s follows: 2 X 6 - 2 rows at 0-9-0 , 2 X 4 - 1 row Web connected a follows; X 4 - 1 roe t 0-9-0 �t �- - . X11' loads are r,iderd equally applied tO SIJ pili pt if noted 2S front(F) iF F' I t� �'I � f�Md`�.°�fod1 have been provided � � o� � � f i� the LOAD E � � tarn , distribute tri bu .t�,� Daly loads noted a fl or (8), unless otherwise indicated _ ) Wind- E 7- 0mph� f��ft TDL_4_psf; BDL=4. fr Category � � - _ DOL --1.33 plate grip DCL=1,33. � 1, � �I��d� ��P interior � Lumber 4) TOLL: ASCE 7-98; Pf=35.0 p f (flat roof now); Exp r Fully Exp. Unbalanced snow loads have been considered idBred for thi deli n, ) This true has been designed for greater ofmin roof Jive road of 16.0 p f or - 00 ti- mes flat roof load f 35.0 sf on overhangs non -concurrent witty other live loads. p 7} Provide adequate drain2ge to prevent water ponding, This truss has been designed for a 10.0 psf bottom chord live load n ori con u rr nt with All plates are f i �e T O plates unless otherwise i indicated. h �n other I��r loads. `I ) Refer t rd r( ) for true to truss connections. 1 ) Provide mechanical connection (by oth,rs) of true to sarin Jit � , uplift at joint `1 I � capable �f rrtf� t�r��frn � J� uplift �t ��arr�t � �,r-rd 1 �� 1k� 12) This truss is designed it accordance with the 2003 Jnt rnation le id nti referencedstandard 1 f/TIMI 1 _ al Codesections. � . � � _ � end 02-10- and 1 ) Girder C2rries trip end with 8-0-0 end setback- end etba k_end with 8-0-0 .right side setback. 8-0-0 left side setback, and 4-0-0 end setback. I 266 Job Truss Truss Type Q709233 ;C18 ROOF TRUSS 6_ STOCK C VPONENTS- -IF, -1-d-aho -F-all—S, I'D 8_3_4-03, ERIC J. oty MY _TSA—t _W8 _BU R Y: -SPEC 3 Job Reference LopUopaj 6-500 s Mar 8 2007 MiTelk Ire '-dustri es, Inc, Wed Jun 20 1 1 '_� "?nn7 E)'" NOTES 15) Hanger(s) or other connection device(s) shall be provided sufficient t0 LIOrt concentrated load(s) 287 lb down and 65 1b u 2 I I 1 0 p t 28-0-0: and 287 1b down and 65 [b up at 8-0-0 on top chord- The design/selection of such connectbn device is the resp nsibility of others. LOAD CASE(S) Standard 1) Snow-- Lumber lncrease=1,15 Uniform Loads (pff) Plate Increase=1 -15 Vert, 1-3--43, 3-9_-80(F=-37), 9-12z---43, 1 -19z ---15(F=-7), 16-18_-15(F_-7)5 11-15-15(F,--7) Concentrated Loads ([b) Vert. 3--287(F) 9=-287(F) Joh - — Truss- True Type 9233 C2 ROOF TRUSS STOCK lVlR0 lE' T -I F, Idaho Fal[r 1 0 E f _ - - coco i 4-3-0- -0-4-- 4-3-0 -- -- --�.. ' Jots„ Reference o tJ nJ 6-500 s Mar f' IT fndutrie ., inc, wed Jun 1 : -16 2007 Pa ge 1 0-- -- C21e = 1-34.2 3X6 _ _- -- LOADING (psf) TL.L �` �' I l�I 2__0 ( Roof Snow- . Plat Increase 1.15 TIL &0 Lumber Increase 1.1 ELL 0,0 Rep Stress Inr YES BCD L Code I 0/TPl00 LUMBER TOP CHORD 2 X 4 SPF 165OF 1 E: T CHORD 2 X4SPF 165OF 1_5F WEBS 2 X 4 SI F- Stud/Std FTI (lb/size) =902/0--, 5 -1116/0 -3 - Max Hort 8 v- 1 (L! ) Max 'plff--L ), _-1 (L ) s ca 18-2-8 4--1 0-- -- C21e = 1-34.2 3X6 _ _- -- LOADING (psf) TL.L �` �' I l�I 2__0 ( Roof Snow- . Plat Increase 1.15 TIL &0 Lumber Increase 1.1 ELL 0,0 Rep Stress Inr YES BCD L Code I 0/TPl00 LUMBER TOP CHORD 2 X 4 SPF 165OF 1 E: T CHORD 2 X4SPF 165OF 1_5F WEBS 2 X 4 SI F- Stud/Std FTI (lb/size) =902/0--, 5 -1116/0 -3 - Max Hort 8 v- 1 (L! ) Max 'plff--L ), _-1 (L ) s ca FORCES (1b) - Maximum o pare lon/Vla imam Tension T P H D 1- /33. 1-2.--28/0, 2-3=--856/5_0, 3-4--1050/43, 4--5--1755)'78, 5-6z0/141 BOT CHORD 7-8=0/627,5-7-z-2/1425 WEBS 2-8=-934/102,2-7=-261602a3-7;--0/183, 4--- 4-7--705/118 TE Wind: E - �p1�: heft; TC�L=4.8pf, BfL=.pfa t � Il, E [L,1. plate grip DOL=1.33 1 . r�Cd IFF Interior zone, Lumber TOLL: ASCE 7- ; Pf-35.0 P f (flet roof now), Exp ; Fully E Unbalanced snow loads have been consdered for thisi n. 4) This true b2been designed for greater of miry roof live 10 pt r � non -concurrent with atheir live loads. 2d of 20,0 psf or 2.00 times flat roof load of 35.0 psf on overhangs 5) Provide ado -grate drainage tc) prevent 'tea ref ponding. This truss has been designed for a 10.0 p f bottom chord live J ad nonconcurr ent with Provide mechanical connection b others)of true t bearing �� other C� loads, ��ran �l�t capable�f withstanding � lb ��lifit t ���r�t �d 1 J at joint .J k uplift This truss is designed in accordance with the 2003 Inger tion l Re identi J Code referenced standard ANS I}TP 11. tiF d 1 .10 - rid LOAD CASE(S) SLandard 18-2-8 CS] TC 0.71Vert-(LL) TEFL in (I I/defl L/d PLATES GRIP B 0.51 -0.17 -7 >999 240 MT 169/123 rt(TL) -0- -7 VVB 0,57 1- o TL) - n/a n/ (Matrix - — --Weight: 7 l TOP H RD Structural: wood sheathing directly applied or -0-1 cc purlins R except end verticals. BOT H I D Rigid ceiling directly applied or 10-0-0 bracing, WEBS I Row at rrjdpt -8 FORCES (1b) - Maximum o pare lon/Vla imam Tension T P H D 1- /33. 1-2.--28/0, 2-3=--856/5_0, 3-4--1050/43, 4--5--1755)'78, 5-6z0/141 BOT CHORD 7-8=0/627,5-7-z-2/1425 WEBS 2-8=-934/102,2-7=-261602a3-7;--0/183, 4--- 4-7--705/118 TE Wind: E - �p1�: heft; TC�L=4.8pf, BfL=.pfa t � Il, E [L,1. plate grip DOL=1.33 1 . r�Cd IFF Interior zone, Lumber TOLL: ASCE 7- ; Pf-35.0 P f (flet roof now), Exp ; Fully E Unbalanced snow loads have been consdered for thisi n. 4) This true b2been designed for greater of miry roof live 10 pt r � non -concurrent with atheir live loads. 2d of 20,0 psf or 2.00 times flat roof load of 35.0 psf on overhangs 5) Provide ado -grate drainage tc) prevent 'tea ref ponding. This truss has been designed for a 10.0 p f bottom chord live J ad nonconcurr ent with Provide mechanical connection b others)of true t bearing �� other C� loads, ��ran �l�t capable�f withstanding � lb ��lifit t ���r�t �d 1 J at joint .J k uplift This truss is designed in accordance with the 2003 Inger tion l Re identi J Code referenced standard ANS I}TP 11. tiF d 1 .10 - rid LOAD CASE(S) SLandard Job ":1-ru-- Truss Type I 709233 C3 ROOF TRUSS STOCK COMPO J ESV T -1 F, Idaho Falls, ID 83403, ERIC J. 6X6 - 2 --1 Qty , Ply SAI BF. F E - -- - _ a —1 __14ob Refern �gpfin 2 _ 6.500 s Mar 8 2007 MiTe k Ind'u. tri , In c,, ed dun 0 13;52°23 2007 P . 18-2-8—. e...� --- Plate Offsets X, - _ -4-0} -1-1 ]�_ - -0-71 gtL_ LOADING �Psf) TALL F��II -0- CSI (Roof Snow -35.0) Plates [ncrease 1-15 TC O84 TDL - 1-rTrr Increase i _ 1 0.35 BCL 0.0 rep Stress lncr YES W8 0.37 _ E UL 8.0 Code I 001TPi (Matrix) LUMBER TOP CHORD 2 X 4 SPF 15501= I T E BOTCHORD 2 X 4 SPF 165OF I .E WEBS 2 X 4 SPF-8 Stud/Std *Except* W1 2 X4 SPF 1650F 1.5E, W2 2 X 4 SPF 1650F I - 5E . Ta 0 N S (l b/size) 8= 902'C) -3 -,Sr 4= 111610-3-8 Ma 11 10- - a How -- 1 (L ) Max IJp1ift8--7(L )t 4=-1 34(!- ) FORCES (1b) - IV12xirTum OMpresslon/M@xImLim Tension TOP CHORD 1-8--84711001 1-2--695/67:2-3=-956/41,3-4=-1914/4534-5z0/141 B T ISD 7-8;--0,121916-7-011539a4-6;;--0/1539 WEBS 1-7 -94/954, - =-255/87;3-7--973/1 00, 3-6=01218 DEFL 'der 1(LL) 'rt(TL) Hor (TL) L_ 6 1. X4 11 -- 4x1 0 ire 1 Ud of i Lld PLATES 0-07 4-6 >999 240 l' T20 -0.12 4-6 >999 180 0.03 4 n1 n/a BRACING TOPCHORD BOT H 1 D VVEBS 'eight: 76 Ib -0- , r-aJe = 1-34.2 4 GRIP 169/123 Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticails, Rigid ceiling directly applied or 10-0-0 0c bracing. 1 Row at nnjdpt - OTE 1) Wind'ASCE 7-98; 90mph h` ft, T DL= ._ p f; B DL -4. p ft Category 11' Exp DOL-. , . I plate grip DOL=1.enclosedP `� � t r i1Jr zone; Lumber TOLL: ASCE 7-t Pf'i.0 pt (flat rootno , E ' F Unbalanced snow � p Fully Epp. o loads have been considered for this design, This true has been designed fir greater of mi - - n roof five iload of 20.0 P f r .00 `�Jrne flat roof load of 35_0 p f on overhang -5 r) r) -c ryCUrr nt with ciEh r li o Ioaci. Provide cadequate drainage to prevent VV2tac ponding- This true has been designed for a 10-0 f bottom chord live load nonconcu-r nt with any other 1-f loads. 7 Provide mechanical' connection (by offers) of truss to b @ ri n° Pi2t capable of with t o d` r� � R� uplift �t joint and 1 i� uplift at joint This. true is designed in accordance w1th the 2003 IntrnatinaJ id n fl [ Code sectionsR.502,11 1 -1 and R802.10.2 and referenced standard 1 l/TP i 1. LOAD CASE(S) Standard 5 TTn I Job Truss Truss Type�_...- 704 FF TRUSS STOCK COM JPO N EiI T -I.Fa Idaho Falls, 1 C 834039 ER]c J_ 4x5 - 4-2-8 6-8-12 410 Qty Ply SAJNS[3 URY: SPEC #6 w — f Job Fefrene tion I .500 S Mar 8 2007 M' iTe Industries, inc ',wed J- un'2 � T;-- - . � — _ 2007 P age—1 0-2- cile = ::36.2 - 10-11- 18-2-8 -- --1 _ 1. [4:0- Edi LOADING (psf) SPACING -� _ CS] DEFL r� � I/deft L/d PLATES (Roof now— .0)Drat Increase 1.1 TC 0,94 _ 0,10 4-6 >999 240 MT20 T DL 8.0 Lumber Increase 1-15 BC 0,46 ' rt(TL) -0.1 4-5 >999 80 BCLL 0.0 Fop tress I n r E 1 B DL Jq o Code IF 03/TP'1 0(Matrix) GRIP 12 3 79 1 LUMBERTOP CH R X 4 SIF 1650F 1.5E BRACING -- T CHORD 2 X 4 SPF 1 5 F 1.5E TOFF CHORD Structural woodsheathing directly a ,pilied or 1-11-14 o0 WEBS 2 X 4 SPF -S Stud/,ltd *Except* except ridr-ti l - W2 2 WET CHORD Rigid ceiling directly applied or B-0-0 o bracing, X 4 PF 1 OF 1_5E, " 4 X SPF 1650 I - 5E WEB I Row at mjdpt 1-8, - E. T1 0 N 8 (1be i e) 8_902/0-3-8, , 4= 1116/0-3-8 MaxHort -- , (L 8) Pvlex U p1 ift8=-8 (Lw ), =-1 ( L ) M ax Gra v 8 =902 (L 1), 4=15 0(L FORCES 1b) - Maxii-num Cornpre ion./Maximum Tension TOP CHORD 1-8=-870/97, 1-2=-548/58,2-3--822/27 3` �-1989/3 BOT IS D7-8=-31248, 6-7-0/1587, 4-6--011587 l-5=0/14,1 WEBS 1-7=-11 /1062, 2-7-269/89, 3-7--1194/126, 3-6-0/273 NOTES 1 Wind: ASCE 7-98F 90mphl h -ftp T CL= f; BIL- f, ate I. I _ DOL --z-1.33 i@te grip DOL=1. _ penclosed; �� FI irrteri r ones Lir rr r TOLL: ASCE 7-98; Jif -35. f Oat roofn o . E � �UnbalancedF � �T �a1J� E�. snow loads have been considered for this design, This truss. has been designed ped for greater of min roof iive load of 20.0 psf or 2_0D times flat roof load of 3S-c)f, overhangs non-coricurrnt ith other live Ioacfr Provide adequate drainage to prevent Fater ponding. This true has been di ped for a 10, f p bottom chord Jive load nOn orn u rr nt With any other J f e loads. 7) Provide mech2nical connection (by others of true to beaning..Jeno capable f at joint �R_ ithtndl Id ulik at joint and 130 lb uIift This true is designed in accordance its the 2003 International Residential r�t�aJ od tron0.1 1.1 and R802,10-2 and referenced Standard ANS I1TPI 1 . LOAD CASE(S) Standard Job Truss Truss Type Q709233o C5 iROOFTRUSS STOCK COMPONEN..-T.S-IF, Id r aho Fafls, ID 8,34033 ERIC" j- 1, 2-2-8 2-2-8 7-8-12 7x 12 MT1 8H 6E 2 oty ply 'SAINSDAY - SP— - EC #6 Job Reference foptional) . Mar 8 Industries,, Inc. Wed Jun 20 13-152-411-2-00-7-0-a--ge'l 6500 s 2007 8-3-4 20-2-8 2-0-0 hp 9-11-4 2-2-8 7-8-12 Plate Offsets (X,Y)l -__L2-0-6-12:10 -1 -41. [3-0-7-0,0-3-4] [4:0-0-10 Edge] LOADING �psf) TOLL 35.0 NG SPACI2-0-o C31 1, 2-2-8 2-2-8 7-8-12 7x 12 MT1 8H 6E 2 oty ply 'SAINSDAY - SP— - EC #6 Job Reference foptional) . Mar 8 Industries,, Inc. Wed Jun 20 13-152-411-2-00-7-0-a--ge'l 6500 s 2007 8-3-4 20-2-8 2-0-0 REACTIONS (Ibisize) 8=90210-3-8, 4=111610- -8 Max Horz 8=-27 (L 8) Max Up1jft8--1 12(LC 8)p 4-121 SLC 8) Max GraV8-1087(LC 3), 4=1 (L 3) FORCES 0b) - Maximum Co-mpression/Nlaxinnurn Tension TOP CHORD 1-8--1074/105, 1-2z---346139, -8--62711 e 3-4�-1 988/17 4-5=0/141 BOT CHORD '7-8--21276, 6-7=011 559, 4-6-0/1' 563 , WEBS 1-7=-147/1315, 2-7�-517J1 30# 3-7--13961152, 3-601316 DEFL Vert(LL), Vert(TL) Hor-z-(TL) 8-3-4 in (Io) I/def] -0.16 4-5 >999 -0.31 4-6 >697 0.04 4 n/a BRACING TOP CHORD BOT CHORD WEBS Lld 240 18 n1a 1 �- PLATES GRIP MT20 169,11 23 MT20H 127/93 T18 H 197A44 Weight: 86 [b Scale = 1.,41.4 S C4 tru �ural wood sheathing directly applied, except end verticalls. Rigid ceiling directly applied or 6-0-0. 0c bracing. 1 Row at midpt 1-81 3-7 NOTES 1) WInd., ASCE 7-98; 90mph- h= ft; TCDL=4.8psf; BCDL-4.8psf,- Category 111- Exp C, enclosed; MWFRS terior irzone- Lumber [DO L=1. 33 Plate grip DOL=- 1 � 33, 2) TCLL: ASCE 7-98; Pf--z35.0 p (flat roof snow)- Exp C- Full w y Exp. 3) Unbalanced nog loads have been considered for this f design - 4) This truss ha -s begin des�qned for greater- of mi-ri roof live load of 20.0 psf or 2,00 times flat rOOf �oadof 355. nurgent 0 psf on overhangs iron with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Th-uss is trhas been designed for a 10,C) psf bottom "chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) Provide mechanlca[ connection (by others) of truss to be2ring Plate capable of wlthstan6ng 112 1b upNft at 'cint 8 and 121 1b UP11ft cit Joint 4, j 9) This truss is designed in acco rda n ce with th e 2003 1 nternationa I Residen tilail Code section s R502. 11 - I a n d R802.1 0.2 an d referenced standard ANSI/TPJ 1. LOAD CASE(S) Standard 2-2-8 1 A- 9-11-4 2-2-8 7-8-12 Plate Offsets (X,Y)l -__L2-0-6-12:10 -1 -41. [3-0-7-0,0-3-4] [4:0-0-10 Edge] LOADING �psf) TOLL 35.0 NG SPACI2-0-o C31 (Roof Snow -35,O) t Plaes Increase 1.15 TC 0,98 TCDL 8.0 Lumber l!ncrease 1.15 BC 0.57 BOLL 0.0 Rep Stress In YES W15 0-39 .BCDL,— 8.0 Code IRC2003ITP12002 (Matrix) LUMBER TOP CHORD 2 X 4 S PF 21 OOF 1.8E *Except* T1 2 X 4 SPF 1 O 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1,5E *Except* 15 2 X 4 SPF- S Stud/Std REACTIONS (Ibisize) 8=90210-3-8, 4=111610- -8 Max Horz 8=-27 (L 8) Max Up1jft8--1 12(LC 8)p 4-121 SLC 8) Max GraV8-1087(LC 3), 4=1 (L 3) FORCES 0b) - Maximum Co-mpression/Nlaxinnurn Tension TOP CHORD 1-8--1074/105, 1-2z---346139, -8--62711 e 3-4�-1 988/17 4-5=0/141 BOT CHORD '7-8--21276, 6-7=011 559, 4-6-0/1' 563 , WEBS 1-7=-147/1315, 2-7�-517J1 30# 3-7--13961152, 3-601316 DEFL Vert(LL), Vert(TL) Hor-z-(TL) 8-3-4 in (Io) I/def] -0.16 4-5 >999 -0.31 4-6 >697 0.04 4 n/a BRACING TOP CHORD BOT CHORD WEBS Lld 240 18 n1a 1 �- PLATES GRIP MT20 169,11 23 MT20H 127/93 T18 H 197A44 Weight: 86 [b Scale = 1.,41.4 S C4 tru �ural wood sheathing directly applied, except end verticalls. Rigid ceiling directly applied or 6-0-0. 0c bracing. 1 Row at midpt 1-81 3-7 NOTES 1) WInd., ASCE 7-98; 90mph- h= ft; TCDL=4.8psf; BCDL-4.8psf,- Category 111- Exp C, enclosed; MWFRS terior irzone- Lumber [DO L=1. 33 Plate grip DOL=- 1 � 33, 2) TCLL: ASCE 7-98; Pf--z35.0 p (flat roof snow)- Exp C- Full w y Exp. 3) Unbalanced nog loads have been considered for this f design - 4) This truss ha -s begin des�qned for greater- of mi-ri roof live load of 20.0 psf or 2,00 times flat rOOf �oadof 355. nurgent 0 psf on overhangs iron with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Th-uss is trhas been designed for a 10,C) psf bottom "chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) Provide mechanlca[ connection (by others) of truss to be2ring Plate capable of wlthstan6ng 112 1b upNft at 'cint 8 and 121 1b UP11ft cit Joint 4, j 9) This truss is designed in acco rda n ce with th e 2003 1 nternationa I Residen tilail Code section s R502. 11 - I a n d R802.1 0.2 an d referenced standard ANSI/TPJ 1. LOAD CASE(S) Standard Joky Truss - Truss Type ROOFTRUSS STOCK - : P JE IT -1 F, Idaho .yaks,- ID 83403, ERIC J. &Me -- 1 -- 1 Qty Ply I S'BUR : F'E #15 -- 0 Job I efer i optonal) -500 S M2r 8 2007 Miffek Indu' tree r Inc- _ Jun _ 206 . -4- 20-- 0 7 3X6 4x4 1,5X4 111 In (roc) 18-2-8 L/d Plate Offsets fX, 0-3-2, 1�dg >999 240 LOADING (psf) li 5-7 >999 180 TSL 35.0 SPACING 2-0-0 CSI n/a DEFL (Roof f rico =3,x.0) Plates Increase 1.1 TC 0,71 Vert(LL) T [ L 8.0 Lumber hcrease 1.15 BC 0.43 Verf(TL) CLL 0.0 Rep Stress Ire or 'SES IWB 0.42 1 H orz TL Code IRC2003ITPl2002 (Matrix) In (roc) imfl L/d -0-09 7 >999 240 -0.15 5-7 >999 180 0,.05 5 n/ n/a LUMBER TOFF CHORD 2 X 4 SPF 165 -OF 1. 11 13RACING BOT CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD 'EBS 2 X 4 SPF -S Stied/tai *Fxot* BOTCHORD W1 2 X 4 SPF i of 1 < F, %V2 2 X 4 SPF 1 I` 1.5E WEB REACTIONS TIO (I ii ) 5=111610-3-8. 9=902/0-3-8 M x Hor =-3 (L Max Uplift =-107(L ), , 1 (L Max G ra z:1751(LC ), = 139 7 L FORCES (fly) - Maximum Compression/Maximum um Ten ion TOP CHORD 1-2--241/133P 2-3=-937A 3-4=-127010, 4-5=-2295/0, 5-6-0/141 1-9--357/67 B T H R D -9_0/974,7-8=0/ 1 5-7=0 ' r EB 2-8=0/570t 4-7-0/22712-9--1363)"1453 4-8=-1010/96 n PLATES lTo, i ht: 31 its GRID` 169/123 Cade = 1 �45.O Structural wood sheathing directly applied or 3-8-15 o purlins, except end rti oafs _ laid ceiling directly 2 ppli d or 10-0-0 oo brai n . 1 r ow at IT idp" 1-9, �- , -8 NOTES 1 Wired: ASCE 7- ;r ph, h= ft} T [ L� . p f, B DL- ., p f; Cate Jl Ex oL=1 _ I t rip L=1. . p , enclosed, °IAF interior zeas; Limber TP L.L: ASCE 7-98, Pf=35.0 P f (flat roof snow); E ° Full E - 3) Unbalanced snow loads have been consIdered for this design_ This truss has been designed for greater of rain roof live Io 1 f r tfrr� flit r n,O,n-_00r-'Current ith other live- loads,oof fond of 36-0 P-qf on overhanga This truss has been designed for a 10.0 p f bottom. chord l e load nanconcurrent t an other live load, Provide rn ch nio l connection (by others) of truss to bearing plate capable of withstanding uplift t joint _ � ������ � �� I� uplift at joint 5 and 14 Jb I I truss designed I ncc,ord n with the 2003 International Residential Codect referenced standard ANS I/TPI 1. n R502,1 1. � n� �� .1 . ��d LOAD CASE(S) Standard Job Truss Trus a I Q709233 CROOF TRUSS TC)CK COMPONEN IF, Idaho Falls, IFS 83403} ERIC J. -- -- -4 6-4- 3x6 4 3X6 3 i 2 0 " TCq� 1 6X8 _ 4i0 _ 19 3x8 `- 4x4 V 3x10 Qty Ply SAINSBURY: SPEC #'6 Job Reference (Optiona 6.500 s Mar 8 2007 M 7ek I ndustries* I nc. Wed JLj n 20 13=52: 8 Pale 1 �.- - 31-0-0 -3-8 17-10-8 -1 - 35-10-8 35-10-8 1 - -- -4- -- 0-1-12 6-4-4 6-4-4 5X6 7 Scale: 3/16R=11 J 5 6x14 MT18111 • fr � • 4 •-� fr fa- W y ff r f 61 rf '7x1 0 MT1 8H � y F -• 6X18 3X 6 ,�,rrrf� �r�� i, � �•f � s� h� �t� �7 � ,J � ■ T T "rTT A—WI F • F 133 64 C6 i14 4x _ 5-0-4 -2-0 11-.6-4 17-10-8 -1 - 1 -- 35-10-8 1 - - -4 5- 0-1-12 6-4-4 6-4-4 6-6-12 4-10-8 LOADING (psf) in (I ) J /d of I TALL 35.0 SPACING 2-0-0 I (Roof Snow -35.0) Plates Increase 1-15 TC 0,89 T D L 8.0 Lumber Increase 1.15 BC 0.95 BOLL 0,0 Rep Stress Jnr YES 'B 0.99 ECDL Code IJ /TPJ2002 (Matrix) _ n/2 MT1 8H LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E *Except* T3 2 X 4 DF -N 240OF 2.OE BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 165OF 1,5E `Except* W13 2 X 4 SPF -S ,stud/Std, W1 2 X 4 SPF- Stud/Std W2 2 X 4 SPF -S Stud/Std, W4 2 X 4 FIS-Stud/Std 2 X 4 P FTS Stud/Std, W9 2 X 4 SPF -S Stud./Std W1 1 2 X 4 SPF -S Stud/ td REACTIONS (I bdfq i ) 1 =1533/ Iia n era 1, 1= 7/ h 2n F J, 19_2060/0-3-8 Max Horz 1=1 L ) Max Uplift12=--11=1(LC ), 1=-148(L ), 1 g=-17 (L , Max rav 1 =19 33 L = -- 1 -- 35-10-8 1 - 6- --12 6-6-12 4-10-8 D E F tL in (I ) J /d of I L/d �I PLATES GRIP Ve rl(LL). -0.56 13.14 >662 240 MT20 159/1 23 Vert(TL) -0.87 13-14 21 130 MT 0H 14811 08 n/2 MT1 8H 1691123 Weight; 153 1 BRACING TOPCHORD Structural wood sheathing directly applied or 1-8-10- 0C purlins, except end rti a l . B T + H I D Rigid ceil-ing directly applied or 2-2-0 oc bracing- 4-2-0 oc bracing: -1 WEBS 1 Row at midpt 7-1 FORCES (lb) - Maxlmum Compression/Maximum Tension T P 1 1 l D 1-2=-1 32/404, 2-3--111/929, -4=-1 01/939) 4-5=-2162/1 11 5-6=-1 17/1 65 8_9z---7735/449,9-10=-74241404, 10-11 `-254x'6 11 F 6-7=-1 1 � =- f BOT Cif I D 11-19-332/67,, 1 -1 -- 123 17 , 4-1 --2 0?'2 , 17-18=-763177) 16-17=-107/1762, s-72/2381.. X5214247 EBS 2-19--81/296r 2-18z--749/72 -17=-82/2255,5-17=-3011/78,5-16=-653/208, -1�-1-1--1,l 1 57, -1 z_ -1 --311,-r /397 , -13---3727/260 , 1 -� 13--16413 .29, 10-12=_4312/266 i TE 1 in E-tmh;. h=pts TCL^pf;L=p I�rE � t �rddf MWFRS interior zona L4hr DOL -1. plate grip D L l -3 . 2 TOLL` ASCE -, Pf=35.0 psf (flat roof snow): E ; Fully Exp, 3) Unbalanced snow loads have beenconsIdered for this dan. 4) Provide adequate drainage to prevent water ponding. This true has been designed for a 10.0 P f bottom chord live load non oncurr nt its any other live loads. All plates Cre I T20 Plates unless otherwise indicated_ 7) Refer to girder(s) for true to truss connections. connection Eby others f tin latecapable f � Pri � mechanical' ru to bear- �withstanding 1 11 Fb uplift at joint 12, 148 lb uplift at joint 1 and 175 Ike uplift at joint 19, 1 This truss is designed in accordance with thp, 2003 Internationall Residential erode sections X502.1 1.1 referenced tan and ANSI/TPI 1. �n� 3 .10.and LOAD CAS E() Standard Truss Type. .0709233 e C ROOF TRUSS STOCK Go MP E T -IF, Idaho Falls, ID 83403, ERI C JT-- Job Reference (Optlonal) _ Ply f NS13'U R Y - P E - J f 6.500 S mar r f iT Irrd tri s, rn - Wed Jun 2D- 24 2007 Pagel 4 6-4- 1 10J 2970-� 0-4 — 5-2-0 — 11-6-4 I -- Ild of l _35-10-8 6-4-14 —1�7 I —at6setsXw )1046-0, -20 10 r [16.0-3-8�0-1-81 LOADING (pf ) 240 x6 — i 0-4 — 5-2-0 — 11-6-4 17-1,0-8 Ild of l -4 1-1 -4-4 6-4-14 —1�7 I —at6setsXw )1046-0, -20 10 r [16.0-3-8�0-1-81 LOADING (pf ) 240 Via rt(TL) -0.62 TOLL 35.0 180 SPACING-0- 0.10 11 oof no =; .0) �e PIates B reese 1-15 ;� TC 0.91 T DL 8.0 Lumber Increase 1.15 SC 0.67 ISL 0.•0 Rep Stress In r YES WB 0-85 E DL 8.0 Cede 1F 00 /TP1 0 (Magri ) LUMBER TOP CHORD 2 X 4 SPF .1650E 1,5E BOT H RD 2 X 4 SPF 1650E 1.5E VVEBS 2 X 4 SPF -S Stud/tai *Except* W3 2 X 4 SPF 1650F 1.5E W5 2 X 4 SPF 16,50F 1-E W6 2 X 4 SPF1 ,F 1,5E, VV9 2 X4SPF 1 OF 1.5E 1 1 2 X 4 SPF 1650F 1.E3 W11 2 X 4 SPF 1650F 1.5E REACTIONS (Ib/size) 1 1 z-- 1539/M e h ni al, 1-72/Mecha nica 1, 1 8=2009/0-3-8 Hort 1 -1 8 (L MaxUplift11=-11 L 8), 1 y (L , 1 ---17 (L 7) r v 11=1941(L ), 1=228(LC , 1= 1 (L -4 -0 --1 --1 D E F L in (1o) Ild of l L/d Vert(LL) -0-40 12-14 >911 240 Via rt(TL) -0.62 12-14 >592 180 Ho r (TL) 0.10 11 n/a n a BRACING TOIL CHORD BOT CHORD WEB -- I i/ — 4f4A..i Z_. _ 35-10-8 � 6-10-$ PLATES MT20 STH fT1H 'eiht, 151 1 IP 169/123 127193 169/123 Scale._ 3r1"=1 Structural wood sheathing directly applIed or 1-7-8 oc purlins, except end VerfiC@l . Rigid ceiling directly applied or 4-11-3 oe bracing. Except-, 4-3-0 oc bracing; 4-1 1 Row at rnidpt -1 FORCES (Ib) - M;aximum Compresslon/Maximum Tension TOP H RD 1- -=-1 �1 7, - '-107 `702, - =-98/71 , 4- =- 186/111, - =u18351104 -7=_ _ _-5699/3-557- 8-9=-517%9J/284, 9-10--128/0, 10-11 =-239132 BOTCHORD 1-1=--011T F 17-18z---2079/167, 4=17z---1 16-17--542/561 15-r1%10--12311786, 13-14--121/2756, 12--13;---12112756, 11-1 =-196/ 1 V EB 2-18=-1 11/ , 2-17=-566/54, 4-163---78/2119, 5-15-275/78 5-15--681/187, {1 7-15—.;---1 1 7-14=0011 92, 7-12--192/2916, 8-12--2978/2403 9-12=-99/2312, -11=-342,1 '232 TE. I ) VVIred: ASCE 7- P0r ph—, h= ,eft T DL=4. Spsf; B C C L=4.8p .t; Category II - Exp a nolo dF int , D L=1.plate grip DOL 1. a er r aye Lumber r , T LL- ASCE 7-98; P'f=35.0 f (fl@t roof now) Exp C, Full Exp - 3) Unbalaned snow lo@ds have been considered for this designs 4) Provide adequate drainage to prevent `@,ter ponding. Th i s truss has been designed far a 1� 0 p f bottom chord I I e load nonconcu rr int with a n y oth er J ire load s- 6) All plates are MT20 plate unless other -wise indicated. Defer to irder( ) for truss to truss connections. Pride meehnicl connection (by others) of truss to bearing plate joint 1 and 1 � l� uplift �t '�i!r�t �I p�aCe of withstanding 112 lb uplift t ��r�t 11 x lb a�pl �t a This truss Is d-In d in accordance i th the 20,03 Int mation@1 Residential Code sections F referenced standard ANS VTP 11. , �] 1,1 and J .1 . and LOAD CASE(S) Standard IC14 r A d ;� 11 a� Job Truss 'Truss Type Q709233 ROOF TRUSS STOCK F E T -J' , f+ lls, ID 83403: ERie,'--J,— f r 1 Ln 6 = Oty Ply SAII B - pF _C # 0 � I 1 Job Reference (OptiOn2lfj. 6.500 s Mar 8 2007 M iTe k Industries Inc. Wed Jun 3,53`34 a ge 1. �_ 31-3-8. . V 6x 8 3X6 . 3x 6 '= 4X10 _ 17 3x8 - 6.00 f -27 4A 15 3I C . 5 w 6 � 7 7X10 &IT18H W71`d / ° '' al f .f. tr. f I 14 4x8 -- 13 1 4A = 8X8 = 35-10-8 4-7-0 4x 10- -7- 4x10 _ 34 11 9 1a W1.{ 5-0-4 5-2-0 11-6-4 _ 35-10-8 P[ate Offsets X, e[8ao5-010-2- LOADING , pf) TOLL 35.0 SPACING 2-0-0 ] DEFL in (Io) Jed fi L/d PLATES (Roof Snow -35.0) Plates Increase 1.15 TC 0.77 VerLL -0,29 12-14 >999 240MT20 TCDL 8.0 Lumber Increase 1A5 Bc 0.61 Vert(TL) -0.54 12-14 >684 1MT ` Ip Stress In�.r 1{� 1�� � �1J--I B L:L . or (TL) 0.09 11 n/a rVa B DL_ Code I P1200 ) (M tri _._ _ � _. _ � ht; 152 1b REACTIONS (Ibl ize) +11-15 1l le hani J, 1-111/Mechanical, 17=1965/0-3-8 r =1965/0-- - r Harz 17= 1 (L i1M@X Uplift l l =- l 14(LC ), 1=-51(,L ), 1=-1 (L 7 ax Grav11=1 4 L ), 1= 47(L 2), 17-2159 (L ) RIFE 169/123 169x11 23 SC-nIe. 3/16"=V I w E T HORD 2 X 4 SPF 1650E 1.5E TOP CHORD WEBS 2 X 4 SPF 1650E 1,5E *Except'* BOT H RD W1 2 X 4 P-Stud/Std', W2 2 X 4 SPF -St ud/Std W4 2'X 4 SPF -S Stud/Std, W7 2 X 4 SPF -S Stud/Std WEBS X 4 SIF- -Stud/Std REACTIONS (Ibl ize) +11-15 1l le hani J, 1-111/Mechanical, 17=1965/0-3-8 r =1965/0-- - r Harz 17= 1 (L i1M@X Uplift l l =- l 14(LC ), 1=-51(,L ), 1=-1 (L 7 ax Grav11=1 4 L ), 1= 47(L 2), 17-2159 (L ) RIFE 169/123 169x11 23 SC-nIe. 3/16"=V Structural wood sheathing directly applied or 2-11-5 oc purfin, except end verficals, Rigid ceiling directly applied or 4-11-12 oc bracing. Except-. - -0 cc bracing: -1 1 Row at m dpt 7-14 FORCES (1b) - 1' Ia irnurn Compression/Maximum Tension T P H RD 1-2--z-207/201 , 2-3=- 1141491 j --1 / , 4-5=-220211 09, 5-6= 6 8-9--4005/2041 -1 =-1021 , 10-11=-282138 E T HORD 1-17=-1 5 � 1 , 16-17-=:T-20401169 r 4-16=-1981/199 1,5-16---347/45, 47/45, 14-15 -13911799 Q-14=-124/2466 12-13=-1 /24 , 11-12--1,68/2573 WEEDS -17--142/1 1, 2-16=-398/30P 4-15--83/1991,5-15=-265/73,5-14--679/157, - 14--1468/1581 7-12;---1 07/2193. 8-12-z-2467/1973 9-12--41111695, -11--2938/21 NOTES 1) VVind:.ASCE 7-98; Mph; h= . ft' TCDD=44 p f¢ B DL=4. p f Category II, Exp C, enclosed; MWFRS jnl ri r DO -L=1-33 prate grip DOL^ 1. zone; Lumber TOLL_ ASCE 7-; Jif -35.0 pf (flat roof snow); Exp' Fully p_. Unbalanced snow load have been cin id r d for this d ire, 4) Pl t id adequate drainage to prevent water ponding, D) This true has been designed for a 10.0 p f bottom chord live load noncon urr nt with any other live 63) All Plates are MT20 plates unJess otherwise indicated. 7) Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of true to branInt _ joint 1 and 1 Ib uplift at joint 17. plate ������ �f withstanding 1 �I� 1� uplift t joint 1 �I a 1 1� �pli�t �t his truss is designed in accordance wilth the 2003 Int rn2ti n2f idernti.2k Code section referenced standard ANS I/TPI 1 _ R502-1 1.1 end R802,10-2 end LOAD CASE(S) Standard I w Structural wood sheathing directly applied or 2-11-5 oc purfin, except end verficals, Rigid ceiling directly applied or 4-11-12 oc bracing. Except-. - -0 cc bracing: -1 1 Row at m dpt 7-14 FORCES (1b) - 1' Ia irnurn Compression/Maximum Tension T P H RD 1-2--z-207/201 , 2-3=- 1141491 j --1 / , 4-5=-220211 09, 5-6= 6 8-9--4005/2041 -1 =-1021 , 10-11=-282138 E T HORD 1-17=-1 5 � 1 , 16-17-=:T-20401169 r 4-16=-1981/199 1,5-16---347/45, 47/45, 14-15 -13911799 Q-14=-124/2466 12-13=-1 /24 , 11-12--1,68/2573 WEEDS -17--142/1 1, 2-16=-398/30P 4-15--83/1991,5-15=-265/73,5-14--679/157, - 14--1468/1581 7-12;---1 07/2193. 8-12-z-2467/1973 9-12--41111695, -11--2938/21 NOTES 1) VVind:.ASCE 7-98; Mph; h= . ft' TCDD=44 p f¢ B DL=4. p f Category II, Exp C, enclosed; MWFRS jnl ri r DO -L=1-33 prate grip DOL^ 1. zone; Lumber TOLL_ ASCE 7-; Jif -35.0 pf (flat roof snow); Exp' Fully p_. Unbalanced snow load have been cin id r d for this d ire, 4) Pl t id adequate drainage to prevent water ponding, D) This true has been designed for a 10.0 p f bottom chord live load noncon urr nt with any other live 63) All Plates are MT20 plates unJess otherwise indicated. 7) Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of true to branInt _ joint 1 and 1 Ib uplift at joint 17. plate ������ �f withstanding 1 �I� 1� uplift t joint 1 �I a 1 1� �pli�t �t his truss is designed in accordance wilth the 2003 Int rn2ti n2f idernti.2k Code section referenced standard ANS I/TPI 1 _ R502-1 1.1 end R802,10-2 end LOAD CASE(S) Standard Tru SS I Truss, Tp vJ 1 ROOF TRUSS _ STOCKCOMPONENTS-IF, Idaho Fa. -I-1 , ID -8- 3403, E:I J. I 4 4-4 1 _ F- 5-9-11 I ate Offsets (X -- Qtr Ply - AIJ' B RY- PE _ Job R eference lgptiin I 6-500 S Mar 8 2007 WTek Industries, I roc. Wed Jun 1'3-.,5 : 00 Page I - _ 11 -- -- Cale = 1.23.4 X48 I 4 6 1.5A 11 TOLLI _ .IS I 0- -1 ] C E L � I 1� de�J (Root ino=35.0 PI�.te l•r�r �.� � 0-6 Vert(LL) -0,05 2-6 >999 TCDL 8-0 Lumber Inrrease 1,15 BC 0.43 ' r t('TL) R0.08 2-6 > 999 B [_L 0 Rep Stress In r NO WR 0.39 H rz TL� 0.02 n1a BCL 8,0 bode II o0 ITP1200 (Matrix) LUIInr- TOFF CHORD 2 X 4 SPF t1650F 1,5E BOT CHORD 2 X 4 SPF 1550E 1.5E WEBS 2 X 4 SPF-SStu dI td *Except* 4 SPF 1650F 1.5E REACTIONS(Ib/size) 5=10 7/ e h ni f, 2=533/0 -5 - Mix Uplift =-1 1(L ) _-, ( L Max Gray =10, (L ), - (L FORCES iL l x i murn COMPressionlMaximum Tension T F, CHORD 1-2z--010. - �;-1 293/57, 3-4--265/55t-5=-487/15 B T CHORD 2-6--213/1186, 5-6--2 13/1186 WE13S 3-6�0/1 29r 3-5z--1 156/208 BRACING TOIL H F D BT HORD WEB, A I LidPLATES GRIP 240 N4T o169/123 n1a Weight: 41 Id Structural wood sheathing directly applied or 5-8-12 oc purlrn s. except end verticals. IId ceiling directly applied or 10-0-0 0C bracing. 1 Row at r n idpt - OTE 1 �Nnd: ASCE 7-98; 90mph, h ft; T DL= : p f; B C L- . p f, Cale: o II; E DOL_ 1, plate grip DOL=1 _. enclosed; MF interior zone; Lumber TOLL: ASCE 7-98, Pf� -o p f (flat roof snow); Ex ; Full y Exp. Unbalanced r�= loads have been considered for th-Is design. This true has been designed for greater of m1n roof Ire load of 16-0 p f or 2.00 times flit roof ictal of as -o psf on overhangs non ­ on urrent with other Jive loads. This truss has been designed for a 10.0 p f bottom chord live load norrcorrourrrer-rt with. any other Ilse loads. Defer to girder(s) for tales to truss connections. 7) Provide mehaniaI connection (by other) of tri to bearing Ike at joint capable withstanding11 Id ulaftat eirt r lb uplift This truss Is designed In accordance with 1he 2,003International Residential Code sections R502-1 I.1 and R802.10.2 and referenced standard ANSI/TPI 1. In the LOAD CASE(S) section, loads applied to the face of the truss are nod as front F or ba(B)- LOAD CASE() Standard 1) S now: Lurnbr Increca=1,1 , Plate Increae=1 1 Uniform L @. (plf) ' Il: 1-2=-O Tr pe oid2l L02d (PIf Vert: 2=-W-2 1=- )-to-4--241(F=-1 , -120), _-O ,F= B=0) -to -5=-45(F=-22,- Joh �.,. - -Tfr-dii- Truss Type Q709233 DIG ROOF TRUSS STOCKt' PONENT LIF, Idaho FaIf , ID 33403r ERIC J. --- .fiQtY Ply 'IU: S-PE6 #6 I Job l of r nqt naD_ 6.500 s Mar 8 2007 MiTek Industries, l roc_ fed Jun 13--,48 2007�P_ Scale =- 1;28.0 1 A 6X6 P I a t e Cs- q--O� —XYl:.- 1-2:: --= a JJ8, -I - .Edge LOADING {psf} in 000) I/defl �.a SPACING 2-0-0 C51 {Roof Snow -35.0} Plates Increase 1.95 TC 0.71 TCDL M� Lumber increase 1.15 6X6 P I a t e Cs- q--O� —XYl:.- 1-2:: --= a JJ8, -I - .Edge LOADING {psf} in 000) I/defl TCLL 35.Q SPACING 2-0-0 C51 {Roof Snow -35.0} Plates Increase 1.95 TC 0.71 TCDL M� Lumber increase 1.15 BG 0.31 gCLL 0-0 Rei Stress incr NO + W60'09 BCDL 8.0 Code fRC20031TP12002 I (Matrix) LUMBER TOP IS D 2X 4 SIF 165OF 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E OTHERS 2 X 4 FBF- Stud/Std 4x4 5 BRACING TOP CHORE BOT HPC PLATES I P 1T20MT20 1691123 Weight: 4 ]b Structural wood sheathing directly applied or 6-0-0 pur[in , Rigid ceiling directly applied or -0-0 oc bra in . REACTIONS (I / i ) 2=387/13-0-0, 8=387/13-0-0, 12= 170/13- - , 13-227/13-0-0114z- - - Pvl� Har 2_68 L - � 4� � � �� � �f -227/13-0-0p 1 = 142/13-0-0 M@x LJj Fift =-1 (L 7), =-1 (L ), 13=-53(1-C 7), 14--14 (L , 11 z --- L Max Grcav 2=581 (LC ), ), 12=1 70(L 1), 13-- 4 L ), 14=1 4(L ), 1 1-34 L 10:;-- 1 4 FORCES (lb) - M@ximum Compression/Maximum. Tension TOP H R o 1-2=01 140, -3:z-124/36, 3-4=-77/57, 4-5z---87/76 , - =-8717 -7=- _ - BT l� l L�2-14--2/66t 13-14=-2/66o 12-13=-2166i f66, f'� , ,i 766 "74, �-L 1 4�, - -� �� �� 4� WEBS 5-12=- 14610, 4-13=-290/60, -14=-2 31/66 r -1 1=-290159)-1 NOTES 1 is ASCE 7- h=ft; T [L= L -t -4. p ; e ll; Exp C, enclosed; MWFRS interior or°r Lumber DOL -1.33 plate grip DOL=1. 3. ) True designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see M -[Tek "Standard Gable End Detail„ TOLL: ASCE -; Pf=35.0 Pf flat roof snow E Ur�baln n � �� � , l=oll Exp.cod snow loads have been considered for this design. Th':s truss has been designed for greater of min roof live load of 1. . €� f or 2.00 times flat roof i non -con urrent with ether live loads. ad of 35.0 p f n Overhangs 6) This truss has been designed for a 10.0 p f b ttOm chord five load non 7 All Plates are 1.5x4 MT20 unie s otherwise indicated. e�r� err r,t with r� �t� r f��r loads, Gable requires continuous bottom chord bearing. 9) e rin - ) Gable studs spaced at -Cl- . 1 0Provide necha n Ica r Conn ection (by ether- of truss to br- � drat Rif plate capable e� itl�t��drr� 1 I� ��lk- ft at oir�t � I , lb LIPJA at joint 1 , 148 1b u Ja t joint 14, 52 lb uplift at joint 11 and 1 Ib uplift a p�lrfk �i 1 } Thitri a designed in accordance with the00International >� t � t ��i �t � . Residential ode sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard in 000) I/defl L/d ' DEFL w Vert(LL) -.1 n/r 90 Vert(TL) -0.14 9 n1r 80 Horz(TL) 0.00 8 n/a n/ Wired LL 0.0 n/r 1 BRACING TOP CHORE BOT HPC PLATES I P 1T20MT20 1691123 Weight: 4 ]b Structural wood sheathing directly applied or 6-0-0 pur[in , Rigid ceiling directly applied or -0-0 oc bra in . REACTIONS (I / i ) 2=387/13-0-0, 8=387/13-0-0, 12= 170/13- - , 13-227/13-0-0114z- - - Pvl� Har 2_68 L - � 4� � � �� � �f -227/13-0-0p 1 = 142/13-0-0 M@x LJj Fift =-1 (L 7), =-1 (L ), 13=-53(1-C 7), 14--14 (L , 11 z --- L Max Grcav 2=581 (LC ), ), 12=1 70(L 1), 13-- 4 L ), 14=1 4(L ), 1 1-34 L 10:;-- 1 4 FORCES (lb) - M@ximum Compression/Maximum. Tension TOP H R o 1-2=01 140, -3:z-124/36, 3-4=-77/57, 4-5z---87/76 , - =-8717 -7=- _ - BT l� l L�2-14--2/66t 13-14=-2/66o 12-13=-2166i f66, f'� , ,i 766 "74, �-L 1 4�, - -� �� �� 4� WEBS 5-12=- 14610, 4-13=-290/60, -14=-2 31/66 r -1 1=-290159)-1 NOTES 1 is ASCE 7- h=ft; T [L= L -t -4. p ; e ll; Exp C, enclosed; MWFRS interior or°r Lumber DOL -1.33 plate grip DOL=1. 3. ) True designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see M -[Tek "Standard Gable End Detail„ TOLL: ASCE -; Pf=35.0 Pf flat roof snow E Ur�baln n � �� � , l=oll Exp.cod snow loads have been considered for this design. Th':s truss has been designed for greater of min roof live load of 1. . €� f or 2.00 times flat roof i non -con urrent with ether live loads. ad of 35.0 p f n Overhangs 6) This truss has been designed for a 10.0 p f b ttOm chord five load non 7 All Plates are 1.5x4 MT20 unie s otherwise indicated. e�r� err r,t with r� �t� r f��r loads, Gable requires continuous bottom chord bearing. 9) e rin - ) Gable studs spaced at -Cl- . 1 0Provide necha n Ica r Conn ection (by ether- of truss to br- � drat Rif plate capable e� itl�t��drr� 1 I� ��lk- ft at oir�t � I , lb LIPJA at joint 1 , 148 1b u Ja t joint 14, 52 lb uplift at joint 11 and 1 Ib uplift a p�lrfk �i 1 } Thitri a designed in accordance with the00International >� t � t ��i �t � . Residential ode sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard Job Truss Truss Type0709233 --_� D ROOF TRUSS o h Reference (optional) MPONE T -fF, Idaho Falls? 0 834035 El J J. . r __ 1ncu tri t Inc. _ Wed Ju r—1-3-_:53-'5_3 2_00 P _ "' _v-, _- _ -- - 13-0-0 L-1 Scale = 124.7 0 6_007FY _T1 .�r -- 3-8-4 LOADING (psf) TOLL 35.E SPACING- (Roof Snow=35.0) Plates Increase 1�1 T IT -0 Lumber Increase 1.1 B CLL 0.0 Rep .stress I nrNO - B CDL 8r0 Code I' 0 /TPl2002 LUMBER TOP CHORD 2 X 4 SPIF 1 5,OF 1,5E BOT H RD 2 X .6 DF N .2 WEBS 2 X 4 SPF-SStud/Std REACTIONS Ibli ) 7z:243610-3-8, -120710-3-8 Max Hort =L ) Max Uplift 7=- L C 8), ==14 (L 7) M ax G rav 7=2975(L ), 2=1 1 (L ) 11 A CSI TC 0.20 B -4 B 0.87 (Matrix) --1 4A 1 4 -=1 2-9-12 ZX4 ! 5x5 = DEFL iri (10C) I/ f Lid Vert(LL) -0,06 240 '(TL -0.09 9 > 9 %9 180 H r (TL) x_02 7 nor n/a BRACING TOPCHORD ESOT HD 13-0-0 PLATES GRIP TO 159/123 VVeight,, 124 l ,structural wood sheathing directly applied or -0- cc purlins. Rigid celling directly applied or 10-0-0 oc bracing, FORCES (Ib) - i imuM Compression/Maximum Tension TOP CHORD 1-2-0175, - - 2773/1 r t 3-4z---2800/204, 4-5--2774120 1 _ 5-6=-4032/286 6-7=-47331333 CHORD -11--1 40/2414 10-11-1 40/241 o 9-10--22013571, 8-9'--281/4183, 8-12=;-281/4183, 81/41 a , --�-75/960, 5-�-1 69/2350, 5-10--20371151, 6-9--1040110 NOTES -ply truss to be connected togeth ar with I Od (0, 1r1'F nails as toll- ws: Job Truss Truss Type Qty ply - - S—P Q7092"33 D2 R-00FT U 3-- 4-03 E R I G J. STOCK COMP ONIENTS-F, —1daho..- Job Reference (QRfionaD F211s, I - 6.500 s Mar 8 2007 MiTek Industrie s,'InC. Wed Jun 20 13:-53--56 2007 Pac je 2 LOAD CASE(S) Standard Uniform Loads (plf) Vert- 1-4=-43, 4-7--431 2-12--8, 7-12--z-434(F=-426) Concentrated Loads (1b) Vert: 9=-1684(F) Job e a -- - Truss E9G Truss Type - IROOFTRUSS TOCK COMPO I� EN_ T �-[F, Idaho Fall p ID 83403 2 34 32 EMC J. __- 2-0-a -11- 11- 4x4 It - i Joh Reference (o ti nal _ .500 S Mar 8 2007 MiTek Industries, Inc. Wed�Jun 20 13:54--- 1,03 2007Page I 17-11-0 P 7-11-8—_ C2Ie = 1 :32.8 Plate�Offet a - L2:o­1-5,Ed ej, [10-:0-1-5 Edgel R TALL SPACING 2-- (Roof t now=35.0) Plates Increase 1.1 TDL 8-0 Lumber Increase 1.1 BOLL 0�0 rep Stress In r NO BCDL Code IRC2003/TP12002 LUMBER TOP CHORD 2 X 4 SPF 165OF 1_5E BOT H R D 2 X4 SPF 165OF1.51E OTHERS .2 X 4 SPF -S Stud/Std CSI TC 0.71 BC 0.32 WB 0.09 (Matrix) i -11--0 DEFL In Vert(LL) -0.12 Ve rt(TQ -0,13 H rz(TL) 0-00 Wind(LL) 0-04 BRACING TOP CHORD T H 1 D (1 o) I/d fF b/d I PLATES GRIP 1 n/r 90 MT201691123 n/r 80 10 n /a n/2 11 n/r 120Weight: 58 I` tru tural wood sheathing directly applied or 6-0-0 oc purlins, Rigid ceiling directly applied or 10-0-0 oc bracIng. FSE TI I- ibl i ) 2-387/15-11-0, 10-387115-11-0, 15z-,184/15-11-0, 16=19-6/15-11-0, 17--z236/15-11-0p 01 _ 13=236/15-11-0 may pi_ 12-80115-11-0 Pvlax Harz 2=76(L -C7) 1 1,2 Uplift =-1 (L 7), 10=-1 L ), 1 _- (L , 17-- 4(L L 1 7), =- l 7_ Mar 2-581 L 1 0=581 _ _ � � �' 1=�� �r 1 -��L , 1 =-.1 L � (L 1. 1 1 4(L 1), 16-2 (L ), 17z- 4(Ly )a 18= 1 4(L , 14429 L 1 � � �a 44L , 1 1 4(L ) FORCES (I - I a irrlumompr i n. Maximum Tens -ion TOS' CHORID 1-2-01140, 2-3=-1 16/34, 3-4--75150, 4-5-84/72, 5-6--87190, 7-8=-84/54, j 0=-1 101120, 10-11-0/140 BOT H D 2-18=0/752 17-18=01'75t 16-17--0/751 15-15-0/75, 14-15^0 `75, 13-14=;0/753 12-13=0/755 75 WEBS 6-15--149/0, 5-16;-273/501 4-17=-286/03, 3-18=-1 74/885 -14=-273/48.8-13-280163, TE 1) Wind_ ASCE 7-98; 90 -mph; h=2 ft; T DL =4. p f; CDL=4, p fF Category 11; E ;nclo d, WF [SOL -1.33 plate grip DOL -1.33- RS Interior r -M, Lumber Truss designed for wird loads in the plane of the truss only- .dor studs aced to rind normal t "Standard Gable End Detail" � � � t� fad; e IfT�e a) TOLL= ASCE 7-98 ; Pf=35_0 p f (flat roof snow); Exp Q Fuil ° Exp. Unbalanced snow Goads have been considered for this design. This truss has been designed for greateir of ~Tiro roof live lead of 16-0 p f or 2.00 tunes flat roof f oad non -eon urr nt with nth r live loads.f f n overhangs This truss has been designed for a 10-0 p f bottom chord We load n nconcu rr int with any other lle loads - 7) All plates are 1.5x4 Pv1T 0 unless Otherwise indicated. 81) Gable requires continuous bottom chord bearing. Gablestuds spaced at 2-0-0 o . 10) Provide mechanical connection (by others) of truss to bearing lateE . p��I f withstanding 123 Jb uplift at joint 2, 17 115 uplift at joint 1, 2 Jblift t joint 1 4 lb u � � � pia at ��F�t 1, 1 �. � I� u pl int t joint �# 1 , I b r�p�f � t ��i rpt �i 4, I� uplift at joint 1 �� 1 1 b uplift at joint 12. 11) This truss is de k neid in accordance with the 2.003 International Residential Code sections R502.1 referenced standard ANS [ITPI 1 _ .1 d I . end LOAD CASE(S) Stancfard Job Tru'ss Truss Type Q709233 E2 ROOFTRU SS STOCK COPoPONENT S -IF, Idaho Falls, ID 83403, ERIC J - 4x5 --. 1 4 It N 15-00 F1-2 A r'- . - I Qty Ply SAINSBURY: SPEC #6 Job Reference (op!j�on 6.500 [lily 8 2007 MiTek I nd' ustries, I nr,- )N ed Jun 20 13.54--09 2007 Page I' 1.5A 15-11-0 4-3-0 17-1 1-0 2-0-0 S�:ale 1:32-8 -05 Ul 0 =1 in (10C) I/defl 4-3-0- Vert(LL) 0-07 6-8 7-11-8 7-11-8 Plate Offsets -0.156-8 [2 - 0-7 - b.0Edge], [6:0-0-7,Ed. gel 4-3-0 Horz(TL) 0.03 6 3-8-8 35.0 4x5 --. 1 4 It N 15-00 F1-2 A r'- . - I Qty Ply SAINSBURY: SPEC #6 Job Reference (op!j�on 6.500 [lily 8 2007 MiTek I nd' ustries, I nr,- )N ed Jun 20 13.54--09 2007 Page I' 1.5A 15-11-0 4-3-0 17-1 1-0 2-0-0 S�:ale 1:32-8 -05 Ul 0 =1 REACTIONS (Ibolsize) 2-987/0-3-8,6-987/0-3-8 Max Horz 2-76(LC 7) Max UP1jft2=-136(LC 7)E 6=--136( LC 8) Max Gray 2=1 245(LC 2), 6=1245(LC 3) CSI TC 0.71 BC 0.38 VVB 0.31 (Matrix) 15-11-0 7-11-8 4X10 DEFL in (10C) I/defl L/d PLATES Vert(LL) 0-07 6-8 >99,9 7-11-8 Plate Offsets -0.156-8 [2 - 0-7 - b.0Edge], [6:0-0-7,Ed. gel LOADING (psf) Horz(TL) 0.03 6 TALL 35.0 SPACING - 20-0 (Roof Snow=35-0) P12te.S Increase 1.15 TCL 8-0 Lurnber Increase 1,15 ALL 0-0 Rep Stress In YES BCDL 8.0 Code IRC2003,'TP12002 LUMBER TOP HAD 2 X 4 SPF 1 1.5E BOT CHORD 2 X 4 SPF 16650F 1.5E WEBS 2 X 4 S PF -S Stud/Std REACTIONS (Ibolsize) 2-987/0-3-8,6-987/0-3-8 Max Horz 2-76(LC 7) Max UP1jft2=-136(LC 7)E 6=--136( LC 8) Max Gray 2=1 245(LC 2), 6=1245(LC 3) CSI TC 0.71 BC 0.38 VVB 0.31 (Matrix) 15-11-0 7-11-8 4X10 DEFL in (10C) I/defl L/d PLATES Vert(LL) 0-07 6-8 >99,9 240 MT20 Vert(TI-) -0.156-8 >c499 1�1 180 Horz(TL) 0.03 6 n1a n/a BRACING TOP Hifi BOT CHORD FORCES (1b) - Pvlaxirnum Corn pression/Ma xi mum Tension TOP CHORD 1-2-z0/14 t 2-3=-14 5/68, 3-4=-9,31/50y, 4-5=-931/50, 5-6=-1 425/69, 6-7=0/1 41 BOT CHORD 2-8=-43/1144, 6-8z---611144 WEBS 3-8=---521/80, 4-8=0/416, 5-8-521181 Weight., 56 lb GRIP 169/123 Structural wood sheathing directly applied or 5-8-4 OrL., purlins. Rigid ceiling directly applied or 10-0-0 oc bra cars g - NOTES 1) Wind: ASCE 7-98; 90rnph- h---725ft; TCDL-z4.8psf, BCDL= 4.8psf; Category 11; Exp C, enclosed; MWFRS interior zone- Lumber DOL -1,33 plate grip DOL=11.33. 2) TOLL- ASCE 7-98, Pf-35.0 p (flat roof snow); Exp.- Fully Exp. 3) Unbalanced now loads have been considered for tlh[s�desjgn- 4) This truss has been designed for greater of miry rOOf live 10ad of 16.0 psi or 2.00 firnes flat roof load of 35.0 psf on overhangs non- conc,urrent with other live loads. 5) This truss has been des Igned for a 10.0 p.sf bottom chord live load narecon current with any other live loads. 6) Provide mech2niCal Connection (by others) of truss to bearing pkate capable of w1thstanding 136 lb uplift 2tjoilnt 2 and 136 Ib uplift at joint 6. 7) This truss is designed in accordance with the 2003 Intecnational Reside ntlal Code sections R502.1 1.1 and R802.10.2 and referenced stand@rd ANSI/TPI I - LOAD CASE(S) Standard Truss Type - - Pry .-_ 11[3Ul: SPEC # 709233 E3 ROOF TRUSS 2 ,fob Reference qtiol n STOCKCOMPONENTS-IF, Idaho Fa'l'ls, ID 834031 FRIG J. 500 Mar' 2007 d iT Industrie__ , Inc. ,fed Jun2-b-1-3-:541--3-20-0-7' _ _ -- 3y - 6.00 1 M 2� r 4x5 11 K @Ie = 1-25,9 .7 1cs 8 3.x4 11 -- Plate Odef A ` : - - - - 0 [5:0-3-9,0-2-0 LOADING (psf) SPACING 1-00 TOLL 35.0, Roof � -� Plat Increase 1_ `I TDL _ 3.0 Lumber Increase 1.1 BALL 0-0 Reo Stress Inr NO B DL 8.0 Code IRC2003ITP12002 LUMBER TOP CHORD 2 X 4 SPF 165OF 1,5E BOT CHORD 2 X 6 DF No -2 WEBS X 4 SPF -S SPF-SStud/tcf *Except* W3 2 X 4 SPF 165OF I_5E REACTIONS alb/size) 1=352810-3-8, 5z3528/0-3-8 Ma z /- - a .Hort 1=-23(L Max Grav 1=3 ,(L ), 5 3596 (L 3) 1 TC 0.27 BC 0.71) WB 0.59 (Matrix) 7 6X8 DEFIL ``rt(LL) Vert(TL) Hor(TL) BRACING TOP FAD BOT HOOD FORCES (lb) - M2 imurn Cornpr i n/Ma ir-um Tension T P H O R 1 -2= -5913i537)2 -3--4092)'387,3-4=-4092/387j4-5--5914/537 BOTCHORD 1-8=-481Y'5237,7-8=-481/5237.6-7--460/5237,5-6--460`/52,37 WEBS 2-8=- 13 311590 P 2-7--1921/1-93, 3- �-314/3445, 4-7;--- 1921/193, 4-6z--- 13 9 ax -F 4x8 �� d 240 180 n PLATES GRIP MT20 169/123 Weight: ht: 1391b Structural wood sheathi-ng directlyapplied or -0-0 o- urlir� . Mid c fJin d'ire tl , applied or 10-0-0 o bracing, MOTES 12 -ply truss to be conn ected together with 1 Od (o-131 " 3") rails as follows: Top chords connected as follows- 2 X 4 - 1 row at ()- - coc_ Bottom hor�d onn t d f oll�o - X - roes at - -0 cc. Webs connected as follows- 2 X 4 - 1 row at 0-9-0 or, - 2) All load are considered equally applied to all plies, except if noted2 fr nt (F or beck E face ars th Pry tpiconnections have been ���r��d to distribute or�1 Io � � � L� CASE(S) section - Pry �#od �F or ( B)� unless 0th er°`i�� indicated, 3 Wind; ASCE. 7- 3; ornph-. h 25ft; T DL�4. p f„ L- . p f; t fl; . . D L` 1.33 pl ate rip DOL=1.33. � �enclosed-, � i nt ri or zone; Lumber TOLL: ASCE 7-98; Jif -35,0 Psf (flat roof now); Exp Full Exp. U n a [ant} e n raw load have been corn id rd for � this doirr_ This truss has been designed for a 10,0 ,p f bottom chord rive load noncon a rr nt with- Providemechanical connection (bothers) of tri to boarir� I n other Ir�� loads. uplift at joint . � �t � ��Po 01" withstanding 3 I� uplift t joint � �� 3 J� his truss is designed 1n accordance with the 2003 International Residential Code sections F.1 1 . 11 and R802.10.2 and referenced to nda rd ANS I/TPI 1. Girder carries ti -in span(s): 13-0-0 from 0-0-0 to 15-11-0 LO -11 - LO D CASE(S) Stand@rd 1 pow: Lumber Increase= I.1 Plate Increase -1.1 Uniform Loads (plf) Vert: 1-3=-43, 3--5--43, 1-5_-409(F;--;-401) J'cb Truss Truss Type 10709233 J1 ROOF TRUSS STOCK COMPONENTS -11F. Idaho Falls, ID 83403, ERIC J_ co 1 LOADING (psf) TCLL 35TO (Roof Snow -=35.0) TCDL 8.0 BOLL 0-0 E3CDL 8.0 -2-0-0 SPACING 2-0-0 Plates Increase 115 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003ITP[2002 LUMBER TOP CHORD 2 X 4 SPF 1 1,51E BOT CHORD 2 X 4 SPF 1 1_5E 6_00 F12- 2 CSI TC 0.64 BC 0-03 W8 0.00 (Matrix) REACTIONS (lb/size) 2z--377/0-3-8, 4_16/Mechanical, 3--18/Mechanical Max Horz 2-74(LC 7) Max Uplift 2=-130(L,C 7), 3=-165(LC!9) Max Gray 2=573(LC 2), 4z--35(LC 4), 3z--27(LC 7) FORCES (lb) - Maxi 'mum I COMPresS'On/Maximum Tension TOPCHORD 1-2-01140, 2-3z--1 30/12 BOT CHORD 2-4=0/0 T1 Qty Ply SAINSBURY: SPEC #6 14 Joh Referer�ce 6.500 Sfilar 8 2007 MiTek )ndustries, lrir, Weed Jun — ,20 13:5417 2007 F 3A = BRACING TOP CHORD BOT CHORD ori PLATES MT20 Weight: 7 lb GRIP 1971144 Scale =; V3,8 Structural wood sheathing directly applied or 1 -11 -11 oc purlins. Rigid ceill.rig direct.,ly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 90rnph, h= ft TCDL,_4.8psf; BCDLA 4,8psf; C2te,90ry 11', Exp C, enclosed; MVVFRS Interbirzone; Lumber DOL=1,33 plate grip IDOL=1.33- 2) TOLL.- ASCE 7-98- Pf-3:5.0 p (flat roof snow)- Exp C; Fully Exp. 3) Unbaianced snow loads have been considered for this design. 4) This truss has been designed for greater of rnin roof live load of 16,0 psf or 2.00 firnes flat roof load of 35,0 P$f on averh angs non -concurrent with other Jive loads, 5) This truss has been designed for a 10.0 Psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections - 7) Provide rnechanical connection Eby others) of truss to bearing plate -capablof miff at joint withstanding 130 Jb uplift at joint 2 and 165 lb 3. 8) This truss is designed in �accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) St@ndard DEFL in (Ioc) I/ fl L/d Vert(LL) -0-00 2 >999 240 Verl(TL) -0.00 2-4 >999 180 Cho rz(TL) -0.00 3 n/a nl@ BRACING TOP CHORD BOT CHORD ori PLATES MT20 Weight: 7 lb GRIP 1971144 Scale =; V3,8 Structural wood sheathing directly applied or 1 -11 -11 oc purlins. Rigid ceill.rig direct.,ly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 90rnph, h= ft TCDL,_4.8psf; BCDLA 4,8psf; C2te,90ry 11', Exp C, enclosed; MVVFRS Interbirzone; Lumber DOL=1,33 plate grip IDOL=1.33- 2) TOLL.- ASCE 7-98- Pf-3:5.0 p (flat roof snow)- Exp C; Fully Exp. 3) Unbaianced snow loads have been considered for this design. 4) This truss has been designed for greater of rnin roof live load of 16,0 psf or 2.00 firnes flat roof load of 35,0 P$f on averh angs non -concurrent with other Jive loads, 5) This truss has been designed for a 10.0 Psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections - 7) Provide rnechanical connection Eby others) of truss to bearing plate -capablof miff at joint withstanding 130 Jb uplift at joint 2 and 165 lb 3. 8) This truss is designed in �accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) St@ndard Job Truss True Type Q709233 J2 ROOF RUSS STOCK COMPONENT -IIF. Ida—ho Falls, ID 83403 ERIC J_ -2-0-0 2-0-0 2 6-00 12 --------- - r Qty ply SAINSBURY- SPEC #6 4 Job Reference (qp�fionall) 6.50-0 s kl@r 8 2007 MiTek Industries, f6E'e_d''Ju_ n 54'23 2007 Page I 1 LOADING (psf) TGLL 35-0 SPACING 2-0-0 (Roof Snowz;35-0) Plates Increase TL 8.0 L umbe r Increase 1-15 BCLL 0_0 Rep Stress In YES BCD L 8 .0 Code IRC20C.3/TP12002 LUMBER TOPCHORD 2 X 4 SPF 1 1-5E BOT CHORD 2 X 4 SPF 1650F I .5E CSI TC 0,71 BC 0.11 WB OM (M at ri x) REACTIONS (Jb/slze ' ) 3=915/Mechanica1, 2-43410-3-8, 4=30/Mechard cal Max Horz 2z 10 1 (LC 7) Max Up1jft3=-77�LC 9), 2--11 C 7) FORCES (lb) - I'Aaximum Compresslon/Max�rnum Tension TOPCHORD 1-2-_0114 , 2-3=-1 54147 BOT CHORD 2-4=010 LM -F Q Im Scale — 1:12.7 DEFL I Vert(LL) I n (loc) I/defl Lid PLP ATES GRI -0-01 2-4 >999 240 MT20 197/144 Verl(TL) -0-03 2-4 >999 180 Harz(T1L) -0.0o 3 n/a n/a Weight: 12 lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, N OTES 1) VVind, ASCE 7-98; 90rnph� hz25ft; TCDL_4,8psf, BCDL= 4.8psf, Category lil,' Exp Q enclosed; MVVFRS interior Zone; Lumber DOL -.;--1,33 plate grip DL -33. 2) TOLL: ASCE 7-98, Pf=35-0 p (flat roof snow); Exp C; Fully Exp_ 3) Unbalanced now loads h@ve been considered for this 3 design. 4) This truss has been des Igreed for greater of rnin roof live to Of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10-0 psf bottom chDrd Jive load nonconc-urrent with any other live loads. 6) Refer to girder(s) for true to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate ca pable ofwit hsta n d i n g 77 lb u pli t joint ._ ft at joint 3 a nd 112 lb u pl ift 2 2 8) This truss is designed Jn accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard Truss -. rTrus s Type Q709233 J3 FBF TRUSS 1 STOCKCOMPONENTS-IF, Idaho FII, -I D 841 ERIC 1 - _ ---- i --0 2-0-0 Qty FSI j SAINT §_B 'RY- SlyEC #6- - o4 Job Reference (optional) - 6.500 s Mar 8 2007 MiTekJ trd , Inc, Wed Jun 20 13:5-4,29'- 2007 P2e l 2 v 1 F`� f -A - F �r y 1 }M9 go 1 54 1 5-11-11 Kn. 12.0-2-100-1_�J_ LOADING (psf) TOLL 35.0 SPACING 2-0-0 l DEFL fn (Io� l/defl L/d PLATES . (Roof Snow=35_0) Plates Increase �.1 T 0,r1 Vert(LL) 0 - .- 240 MT 197/144 TCL �.� Lurr�her lnrreme 1 � .1 BOLL 0.0R StressInr E B C L Cede II !0 .3/TP1200 . LUMBER TOFF CHORD 2 X 4 SPF 1650F 1.5E BOT II I D 2X 4 SPF 1650F 1,5E 0 U. B 0-00 ) REACTIONS (11b/size) 3-203/1" e hani al, - 1 iO- - , 4-46/Mechanical MaxHor -1 (L 7) Max UP1!ift3=- (L ), �-10 L 7 Max G rav -313�L )a =76 (L ), =104(L ) FORCES (lb) - MaXiMum Compression/Maximum Tension TOP CHORD 1-2=011 42, 2-3:-;- 198/110 BOT CHORD 2-4=0/0 rl(TL) -0.14 -4 me 1( H, c r (TL) 54 1 5-11-11 Kn. 12.0-2-100-1_�J_ LOADING (psf) TOLL 35.0 SPACING 2-0-0 l DEFL fn (Io� l/defl L/d PLATES . (Roof Snow=35_0) Plates Increase �.1 T 0,r1 Vert(LL) 0 - .- 240 MT 197/144 TCL �.� Lurr�her lnrreme 1 � .1 BOLL 0.0R StressInr E B C L Cede II !0 .3/TP1200 . LUMBER TOFF CHORD 2 X 4 SPF 1650F 1.5E BOT II I D 2X 4 SPF 1650F 1,5E 0 U. B 0-00 ) REACTIONS (11b/size) 3-203/1" e hani al, - 1 iO- - , 4-46/Mechanical MaxHor -1 (L 7) Max UP1!ift3=- (L ), �-10 L 7 Max G rav -313�L )a =76 (L ), =104(L ) FORCES (lb) - MaXiMum Compression/Maximum Tension TOP CHORD 1-2=011 42, 2-3:-;- 198/110 BOT CHORD 2-4=0/0 rl(TL) -0.14 -4 >500 1( H, c r (TL) -0.00 n1a n/,( 13F JAI T P H RD ESOT H RD i fit: 17 lb Structural wood sheath in directly applied or 5-11 -1 1 0c ,purlins, Rigid rd ceiling direCtly 2pplied or 10-0-0 oc bracing- NOTES ra in - N TE fWind: ASCE 7-98, 90rnph, h= ft; T L= . p f, 1DL=4.3p f Category II, E . enclosed. I��I��, F DOL -1-3 plate grip DOL- 1 -3. � 1 interior �rM Lumber T LL.' I E 7-98 Pf-35.0 p f (flat root snow)- Exp, Fully Exp_ ow 3) Unbalanced nloads have been considered'for thi dein_ 4) This truss has been de_i d n for greater of miry roof live fond Of 16.0 p f or .x. 00 t1me. flat roof l d 1' non- ncurrent Frith other Jive loa .. 5, pf on Overhangs 5) This truss h2s been designed for a 10-0 psf bottom chord live load nonco curre rpt with any ether live Defer to frder( ) for truss. to truss onnections. Card . 7) Provide mocha n i ca I connection (by ethers) of truss to bearing plate capable of withstanding at joint . p � I� uplrft et �•rr�t 3 end 1 � f� �aplrft 8 This truss is designed in accordance with the 2003 International F esidenti2l Cede sections 8502.11. 1 and R802.10.2 and r teren .,d st2ndard ANS I /TP1 I _ .LOAD CASE(S) Standard Ie = 1:16, Joh -Truss ��� � T - -pe 709233 M1 C �MONO TRUSS STOCK P NE T IF, Idaho FaII } —IX3403, ERIC J., –_.— - 4-1-8 "0-0 4-1-8 Qty Ply Y SPEC #6 SAINSBUR i 1 i - i_ ---- _b Referee, trona[ 6.500 s Mar 8 2007 MiTek Industrie, Inc, Wed. J -u' n 13:543-5-2007- Page .I 1.5x4 El 1 U MJNE�� +� 3x4 6 - L� J Plate Offsets (X,Y): [2:Q -1-12,Q- 0-21_ LOADING lnsf] TOLL 35,0 SPACING -- (Roof Snow -35.0) Plates Increase 1.1 T I L 8.0 Lumber Increase 1,1 BOLL 0.0 Rep Stress In r YES B DL 8.0 Code I F 003/TP 12002 LUMBER TOPCHORD 2 X 4 SPF 1650 1.51E BOTCHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF- turd/Std I E T.I I (lb/size) 2-61610-5-8, 5=35910-5-8 Hort 2=1 (L 7) faxpfift �-11 1 6� L 7), - (L ) Max Gray .-1 (L )r -521 L ) i TC 0.76 BC 046 0.28 (Matrix) FORCES (lb) - Maximum Omer ion/Ma imum Tension TOPCHORD 1-2=0/142, 2-3=-667/45; -4�-132/76 a 4- =- 1/47 BOTCHORD 2-5--81/461) WEBS -=- 1 / 1 DEFL Fri 00, I/defl Ud Vert!_L) -0,19 2-5 >484 240 rI(TL) -0.42 2-5 >220 180 H .r (TL) 0.01 5 n/a n1a BIN TOP CHORD 13T CHORD PLATES MT20 Weight, 30 1b RIFE 169/123 Structural wood sheathing directly applied or 6-0-0 oc pudin , except end verticals. Iii gid ceiling directly applied or 6-0-0 oc bra iin TE 1 rind- ASCE 7-98; 90mph; h= ft; T DL= . psf; E L L=4. p f, Category 11; Exp enclosed` 1 F intim COOL=1 plate grip DOL -1 _ � �r �r zone; Lumber TOLL: ASCE 7-98; Pf- -0 p f (flat roof now); Exp ; Fully Exp. Unbalanced snow loads have been ccrisidered for ffs design. 4 This true has been designed for greater of min roof five load of 16.0 p f or 2.00 times flat ro f non-concurrent with other live loads. I d 1` . �- _ f ry Overhangs 5) This truss has been de5lgned for a I 0.0 p f bottom chard live load n n on u rr nt witlh another Prid mechanicalo�� r� din nth r� f true to live Ic�� d. at J int 5. bearing plate Capable of ith t �ndin 106 Ib uplift t joint and Ib uplift 7 This truss is designed in accordance with the 2003 International Residential Code sections R5-02.1 _ 1 tufa r n cel standard ANS J/TPJ 1. �d P802.10-2 n� LOAD CASE(S) Standard caJe = 1:22.4 ,fob - w Truss t russ T ypeI ROOF TRUSS STOCK COM PONE - NTS -1 F, Idaho Fall.,, I D 83403, ERI C J. Qty Ply SAINSBURY- l -E 1 Job Reference (optional i iT k Industries, Inc. d ,dun 20 113-.-5-4:4-5 2007 Page Ii �. -- -- - -0-0 2x4 1 5 ON 1 2-3-8 2,3-8 Rate off5ets (X,yL[2;0-0-7,Edg� , 0-4-s1 LOADING (psf) T I L 35.0 SPACING 2-0-0 Roof n w- 5.o Plates Increase 1.1 T DL 8.0 Lumber Increase 1,1 POLL _o Rep Stress Inr YES BCDL &0 Code I F oo /TP 1200 LUMBER TOIL CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 PF- tud[td REACTIONS (lb/size) 6­366/Mechanical, 2=611/0- - f' Max Hor � 160 (Lc 7) Flax Up1ift6z---(L 7), =s1 (L ) MaxGray -1 L )a =(L+ ) .Jxq II cf TC 0.71 B C 0.5D W13 0.4 2tri1 FORCES (1b) Maxi Uro OMPr ion/ a imum Tension TOP CHORD V-2;--0/141, - -i188,- --575/1 ,4-5=-143136t - --•14313 5-6--151/36 BOT CHORD 2-8=-206/442, 7-8=-1 25/5 -7--7 - 7--34/972 EE 3-6--479/7% 4-6=-534/88 DEFL Vert(LL) crt(TL) Ho(TL ——o 5'8_8 ire IOC) I/dfi -0.o 6-7 >999 0.04 n/a BRACING TOS' H R D BOT HC Ld 240 180 n1 0 PLATES GRIP MT20 169/123 Weight,- 34 ib Structural good sheathing directly a ppfi d or 6-0-0 o purl iris, except end verticals. Frigid Gelling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing., -7 N OTES 1 ) Wind: ASCE 7-a. 90rnph; h=f#, TDLi4,Pf; BCDL=4.pf; Category [l' E - DOL -1.33 plate grip DOL=1.33. enclosed, d, I' " >=F � t r� r , Lumber TOLL: ASCE 7-98; Pf=35rO p f (flat roof now), Exp Q Fully Ex3) p, Unbal2nced snow icadls have been ns. d rod for this design - 4) Thitruss has been designed for greater of rain roof Jive load of 16.0 p f or 2.00 times flat roof load of 35,0 p f on overhangs non -concurrent with other five l€ ad - 5) This truss has bo. en ' n d for a 10.0 p f battorn chord ilive load nonconcurr nt w1th ars Other five ' loads - 6) This true requires plat e inspection per the Tooth Count Method when this truss- ' � boy 1F�r ��.I�t 2sSurance inspection, Refer to g ird r( ) for truss to truss con recti crus. Provide rnich 2 n iJ connection by others) of tri ko �t joint bearing Jitwithstanding- _ at joint - � � cep �I �f�b uplaxt and 102 lb uplift Th is truss is design ed it ccordaface. with the 2003 int rntional Residential c dtion s R502.1 1 .1 end R802.10.2 a n referenced standard ANSI/TPI 1, LOAD CASE(S) Standard Scale = 1;22.3 Job fru Tri,. Type� _ _ ------ . _ e Qty Flys r IB`�': SPEC X07092331 ROOF TRUSS STOCK I' P HENT -[F, Idaho Falls, ID 83403, ERI J_ 6 500 S Mar 8 2007 MiTek Industries, i nc. Wed Jun 20 13:54-.:51 07 Pagel -2-0-0 .6-6-0 2-0-0 6-6-0 4x4 - "@1e = 120.1 6 7 I LOADING (psf) -'- Vd fI !-- TALL, 35O -- (Roof ����_� lilt Increase � � 1 TL .� Lumber Increase 1.1 BALL �a p StressIr�r 'E ECRL ,. ITII LUMBER - T PHORD 2 X4 SIF 21OOF I_8E *Except' T2 2 X 4 SPIF 1650 1.5E BOTCHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF-3Stud/Std REACTIONS (lb/si ) = 1 V - - , = 366/I' e h an i aJ Max H - -1 (L 7) MaxUpJ ift =-1 15(L 7)3 =- 8 (L x Grp . =895(L ), =8 (L FORCES I -maxtmum Com press i n/l l 2xirr um Tension T P H D 1-2-01141, - =-407/0,, 3-4--192/6, 4-5z---419/3 BOT OR 2-6=0/-4p, 8, 5-6=0/0 WEBS 3-6-210/68 4-6=0/365 CSI TC 0,74 BC 0.27 B0-27 (Matri ) DEFL -'- Vd fI !-- Vert(LL) --0 -8 240 Vert(TL) x >850 180 Hor (TL) -00 5 n/a n/a CSI TC 0,74 BC 0.27 B0-27 (Matri ) DEFL -'- Vd fI !-- Vert(LL) --0 -8 CSI TC 0,74 BC 0.27 B0-27 (Matri ) DEFL in (Jo) Vd fI L/d Vert(LL) --0 -8 240 Vert(TL) -0-11 -8 >850 180 Hor (TL) -00 5 n/a n/a BIN TOFF HFA BOT CHORD K 6 3A 1.5x4 `o` 1-6-0 PLATES GRIP MT20 169/123 Weight-, 0Ib Structural wood SheathIng directly applied or 8-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc brin- OTE )Wind: ASCE 7-98, 90rnDh, h=.ftp TSL=_psf, 13DLm4.,8f Category 11; E xp Q I L-z`I. Iate rip DOL_ 1, 8. enclose-VVds 1FRS Interior t e r r TOLL. ASCE 7-987 Pf-35.0 p f ("Flat roof snow); E ' Fu[ly E Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof lig had of 18.E psf or 2.00 tirnes flat roof load Of non -concurrent with other live J ad . p f �� overhangs This truss has been d slgned for a 10.0 p f bottom chord I ive load non 6 Refer to 91 -rd r( ) for truss to truconnections,���urr �t with, �n �th�r ���� loads Provide rn echa n ical conn tion (by others) f tFU SS tQr bea ri ng Plate capable f at Joint . rthtr�dlln 1 Ilia at j Int 2 and 26 Ib upii 8) This true Is designed in accordance with the 2603 Intern2tion l Residential Code referenced standard NSI/TPI 1, ti I . n 1 . ` and LCA CASE(S) Standard