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Home My WebLink AboutTRUSS SPECS 4 - 07-00235 - 585 S 4th E - New SFRJob Tru5� (Truss Type-- J152 J152 � D5 I ROOF TRUSS FRANKLIN BIJlLD1NG SUPPLY, JEROME, !D. 8338 — L V- 1-6-0 2-0-0 7-0- 6. 0:0 F12 —T -t I Ply T O -D D' -P" -E TERSON - i o -� I_. !Job Reference (o 6.400 s Aug 12006 MiTek Indust6es Inc. T16:15:22 2007 Page 1 0-0- - -13 7 4-1- 3-10- _ 1 ,- 3-0- 4-1-13 v Scale = 1.73. I Plate Offsets i 10-3-4 10-3-4 ��: 0-- 12,.0-0-2] I 3x5 LOADING (psi CSI �~ SPACING -o-o TOLL 35.0 Vert(TL) Plates Increase 1-15 Harz(TL) T r L 8,0 j Lumber Increase 1.1 DOLL 0.0 Rep Stress Incr `SES B CSL 8.0 Code I R003TP 1 2002 LUMBER TOP CHORD 2 X 4 DF No.1 &13tr BOT CHORD 2 X 4 DF No. 1 tr "'SEES 2 X 4 DF Stud/ td *Except* DP No. 1 tr, W3 2 X 4 DF No. 1 Btr W4 2 X 4 D F No. I Btr, W6 2 X 4 DF FloAEtr 1 3x6 0-0-0 --1 17 3x1 in (loc) fldefl CSI �~ DEFL TC 0.95 Vert(LL) BC 0.51 Vert(TL) we 0. 70 0.72 13 Harz(TL) (Matrix) in (loc) fldefl Lld -0.7717-19 X999 360 -0.41 17-19 X999 180 0.72 13 nfa nla BRACING TF CHORDS BOY HCS �' 3x5 3x5 PLATE,S GRIP TO 220/195 Weight. 206 1b Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 flaw at m id pt 8-15 1 Row at rnidpt 6-17r 11-13 REACTIONS lb/size) 3=204810- -3, 13=180610-5-81 2=140/0-5-8 - Max Hort 3=253 load case 5) Max Uplift3--=-341 load case ), 13=-34 (load case a . =-1 3 load c Max Grav d case 1), 13= 1 0 (load case 1), -14 load case ) FORCES (1b) - Maximum C=pressionlMaxim urn Tension '9-10=-2432/518P' 10-11=-2502/5051 11-12--3571110 T 12-13=-316/112 BOTCHORD 3-19=-673/280:3p 18-19=-447/2232, 1 7-1 8=-71 16-17=-49173P 61 _ -325/2207 WEBS 4-19=-4861262P _ )271513,,15-17=-1 6611585, 7-15=-296/1024, �] -w�-34�1/1 1, 9-14=-102/64, 11-14=--0'223, 11-13=- 2319/410 Y NOTES 1) Unba arced roof live loads have been considered for this design. ) Wind:rrl ASCE 7-0r 0pd; b-�' TC�L=4.�psf, .�D1�=4. 1'a Category rl{ cantilever left and right exposed ''end vial Ie _ � � F� ni�s�fi !'�F Ohl ��Zone; �r�d right exposed; Lumber DL=1. 3 plate grip D;L=1.33, This truss has been designed for a 10.0 psf bottom chord rive load noncon This �rr�nt with � other lig Inds. s truss requires plate inspection per the Tooth Gaunt Method when this truss ) Prod mhar� iii onnetir� others) of toss t� chosen for quality assurance ir�s�ti�r�. o bearing plate capable f withstanding341 Ib Uplift at joint - j int. 13 and 1 l uplift :t joint� 1 t 3r 4 �k� u�la �t Beveled plate or shim required to provIde full bearing surface with truss herd at 1olnts) 2. 7), This tress Is designed in accordance with the °0,0Internatinalesid referenced standard IfTPI 1, r ti1 sections , �11. �1 and F . �1 ., LOAD CASE(,S)tandard Job True i Trus Type °Oty P I TODD PETERSON J152 DFl LL GL 5x6 FRANKLIN BU! _ - - - i00fr 6.400 s Aug 12006 !Te Ind - n ustries, Incl-- T 11-64— 5:23 2007 Pagel 4-4-13 " 2-2-7 4 -- Scale � 1:8.5 -1 LOADING (ps� y e PJ --0 CSI TCLL 35.0 DEEL in (I0) ild fl L/d PLATES GRIP TCDL &0 Plates Increase 1.15 TC 0.05 Vert(LL) n/a n1a 999 MT20 220/195 Lumber Increase 1,15 BC I 0.01 e�TLn/r1 a 999ELL p Stress In r YES WB 0,02 Hoo TL) o.00 n/ E CSL _0 Code I RC2003'°TP[2002 Weight. 15 Ib LUMBER BRACING TOP CHORDStructural wood sheathingdirectly plidr-1 uri. BTHPD X.DF 1o.1Etr �T � OTHERS DFS Stud/Std �--1 C I �g �d ceiling dir tly applied or 6-0-0 bracing, 3 I REACTIONS (lb/size) 1=57/4-4-1 , 5=57 4-4,13, =124/4-4-1 =1 - 13 MaxHort I=-44(fo d case Max Uplift 1=-I (load case ), (load case , 7=-4 to d case , =- 7 to d case Maxra�' 1i load a = � � � a (load case 1 0 7= �1 � load FORCES (lb) - Maximum Compression/l l lmu Tension TOPCHORD 1-2=-37/68 2-3--10/263-4=-11/25i =- 33/68 13 T D 1-7=-25'49, -7-=-25149' 5-6;---25149 WEBS 2-7=-1221601 4.6=-122/58 NOTES 1 ) Unbalanced roof live loads have been considered for this design. ) 'nd. E i0ars. rnpha h—_ , TCCAL=4.Cp� f, ESCDL=4. p f, Category 11; E enclosed; t cantilever lift and right exposed � rid vertical ! and right � a +'SFS Bbl rid gin; ped; Lumber C� L=1 . art rid DL= �f _ . Truss designed for wind load. -in'the plane of the truss only, For studso "Standard Gable End Detail" � d to rind (ncrr��,l to theface). f iT l� 4) This truss has been designed for a 1 0. 0,f ��tf�� chord Mrd la lad nonconcurrnt with any other lire Ind. This truss requires plate inspection per the Tooth Count Method when this truss i5 chosen Gable requires continuousbottomchord bearing. for qualitya urancinspection. 7) Gable ,studs spaced at -0-0 c)r,. Provide e ha n i l connection Eby ethers Of truss to bearin pit capableof withstanding 1 1b uplift t 'int � Ib uplift 511 4 lb uplift at joint 7 and 7 fb uplift at pint J � ift at joint This truss is des: gn d in accordance with the 2003 International Residential referenced standard 1ST TPI i. d i .11. d I d LOAD CASE(S) Standard Job Truss - -- J152 El FRANKLIN BtJlLC1 � ING SUPPLY, JERpME, {d, 83338 7-- --4 6x1 2 Truss Type � ROOF TRUSS 12'0-14 3x5 3x6 4-11- 2x4 I 7 4-11 '°fy Pay TODD PETERSON � 2 p Job Reference c... tionai� i 6.400 s Aug 12006 arri�eK �naustries, Inc. Tu e May o1 16:15:24 2007 Page 1 27-0-0 32-2-12 38 -fl --0 9-6- 5-0-1 4 5-2-12 5-9-4 1-6-0 Scale = 1:71.71 6X1 41- Z -1 2u 2x4 11 4x6 4x6 -7-1 _0-o A r% *-. -A . PltL—* o- - ] LOADING (psi SPACING --0 TOLL 35.0 P1'ates Increase 1.1 TDL 8,0 ! Lumber Increase 1.15 BOLL 0,0 F p Stress Incr N D L 8.0 Cede I F o0 [T.P l 0o LUMBER TOP CHORD 2 X 4 DF Nc),I&Btr I BOT CHORD 2 X 6 DF SS WEBS 2 X 4 DF Stud/ td 19 4 -11- CSI TC 0.58 BC 0,34 B 0.78 (Matrix) 18 1 4x8 — 4x8 = 1 4x6 1 4x6 27-0-0 32-2-12 38-0-0 5-0-14 5-2-12 5-9-4 co LO DEFI,. in (loo.) I/defl Ud PLATES GRIP ert(LL) -0.21 16-17 >999 360 MT20 220/1 95 Vert(TL) -0.36 16-17 180 Horz(TL) O.o8 11 r r a BRACING T P H RD BOTCHORD Weight. 480 1b Structural wood sheathing directly applied or --, 0C :purlins, I except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. r REACTIONS O bI i e) 22=393710-5-8, 1 1=3563/0-5-8 Max Hort=-0(load case ) Max Uplift= 7(io.a case 5, 11= -(lead case FORCES (fb) Maximum CompressionfMaximum Tension TOPCHORD 1 ' � / , 2-3--35891885-t 3-4=-4471/1116,,4-5,=-5891114941,— — 676411730, 6-7=-6764/1730, 7-8=-6764/1730 8-9=-6774/174719-10=-6482/1613, 1 -11= 688411 , 11-12z--0/6512-22=-36341899 BOT H O .D 21-22=0/207P 20-21=-690/3158, 19-20=-916/4014, 1 -1 =-1403 '588 - -140315889F 16-17=-1596/67721 15-16--1330/5775t 14'1 =-1330/5775, 13-14=-1329/602'7, 11-1 =-1329/6027 8-17=-691123o 8-16--381/100P 9-1 =-45/1 r 9 -14=422/1467p 10-14=;-334/134F - - -840/3545, NOTES 1)2 -ply truss to be connected together with 1 od (0. 13 11" ") nails as foilws- Top chords connected as f l l oX 4 - I row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oo. Webs cOn n rted as follows- 2 X 4 - 1 pow at 0-9-0 0C. 11 leads are considered equally applied to a.11 plies, except If noted as front For Ply to plconnection�� been provided to di dao �� face in the L� �� section, tribute only loads noted (F or (13), unless otherwis i nd foated. j ) Unbalanced roof live loads have been considered for this design. 4 Wind: ASCE -0.a 90mph; h=ft� TCL=.opsf' r �D L^4r8f• Category 1.1; Exp ; enclosed - F gable d zone; Ifs and rightp1� �� vertical deft and right exposed; Lumber DOL=1.33 platj Provide adequate drainage to prevent water ponding. y grip L=1. . This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with ) Thitrue requires late i neotion any other I f Toad. per the Tenth Court Method when this truss chosen for quality assurance i npotion, .. Provide rr�l�nicai connection bothers) otri t fearing plata capable �f withstanding � - uplrft at Jo -Int 11 • Mand �n lb uplift at boa rat 22 and 882 Ib This truss is designed in accordance with the 0International trnatNonal iidential dodo secticns 10.1 1.1 and R802.1 0, 2 and referenced standard ANSI/TPI 1. 10 Girder carries hip end With 11-0'0 right side setback 0-0-0 left 11) Hanger(s) or other connection de� a ode setback, r�� -�'� end' setback. �o ) shall b ,provided sufficient to support concentrated load 842 Ib dew at 27-0-0 on bottom Lord. The design/selection of such connection device(s) load(s) � and � 1 !b �� e� i the responsibility of ethers. LOAD CASE(S) standard Continued via ie 2 I I Job Truss Truss Type J 152 El ROOF TRUSS j FRANKLIN BUILONG SUPPLY, JER[]ME, fC3. 8333$ LOAD ,E) Standard 1) Reg War: Lurmb r In raa =1.1 , P late Increase=1.1 Uniform Loads (pig Fart: 1}=-, -4=-4F=4, 4-=-(F-4)a Concentrated Loads 1b) -- -- Qty 'TODD PETERS�DN ... I� - — — -- � 2 Job Reference (o tianai) 6.400 s Aug 1 2406 MrTelc Industries, Inc. 7ue May ol 16:75;24 2007 Page 2' 9-12=-86f 14-22=-154(F=-138), 11-14=-16 I Sob Truss Truss Type J 1 52 ! E2 ROOF TRUSS. i FRANKLIN 6UlLbWG SUPPLY, JERONlE, ID. 83338 1--0 --1 --1 inn 12 MT1 8H r� 17-0-0 -8-0 i 2x4 NeFluirl ty Ply TODD PETERSON ---i „ !Job R efe re nce (final 6,400 s Aug 1 2006 ,ek Industries, inc. Tue .may'11 16:15:26 Scale = 1-71.81 14 "IT1 H _ ,U I I lb 1514 13 12 11 5A 2x4 48 U5 U6 3x5 2x4 11 -3- 1.2 1 10-4-0 17-0-0 5-3-12 - 6-8-0 A-a—teOff s6t§ Y , 2-0-2-1510-2- ], , .0- - - .-°1-�11 Edge], PO . Lair (psfi Q D A rL I KI 2-8-0 --U � DEFL TALL .0 Pat Ir�r 1.15 TC 0.69 Vert(LL) TCDL 8.0 Lumber Increase 1.1 .1 r#(TL) BOLL 0.0 Rep Stress 1n r YES WB 0,84 BDL .0rTL Code I R 2003ITP 12002 I (Matrix) ; LUMBER 3x6 _ 6-10-12 in I o) I/d fl Lid -0-18 12-14 360 0433 12-14 >999 180 0.12 9 n/a n/a TOP CHORD 2 X 4 CSF No.1 &Btr BRACING BOT CHORD 2 X 4 DF No.1 &Btr TOP H RD 'REBS 2 X 4 DFStud/Std *Except* W8 2 X 4 DF No. 1 tr REACTIONS (Ib/size) 18=206610-5-8, 9;2074/0-5-8 I Max Harz 1 =14 10 d case Max Uplift 1 =-4 lad case ), =-44 load case 7'-4 PLATES— LTEII P T20 220/195 MT1 8H 220/19-5 Weight: 204 !b Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0oc bracing. " FORCES (lb) - Maximurn COMPressionlMaximum Tension TOP CHORD 1-2=0/661 2-3=-2149/381, -4=-2336/430, 4-5= 45-6=-25571483 y 2-18=.2013/426 *� Q �f ,1 =-2664/504, 7-8=-28011483P 8-9%-3582160659-10=0/59, 2- 1 8=.20 1 /426 BOTCHORD 17-1 8=-66/143, 16-17=-26'311828, 15-16=-250120221 14-15--250/2022t 13-14=-218J2402, 12-13=-218/2402 11-12=-406130571 =-40613057 P B-12=-7611271, 8-11=0/27812-17=-225/189.5 NOTES 1 Unbalanced FOOT Ilve loads have been considered for this , des n - Wind: E 7-0290mph; h;-- fttT DL -4.0p f- DL=4.8psf; Category Il; E� ; enclosed'` MWF RS end zone - cantilever Is and right exposed a �nd vertical Ifiand rf ht exposed; Lumber L=1, plate g ri DOL=1.33, Provide adequate drainage to prevent water ponding. � 4 This truss has been designed for a 10.0 p f bottom chord lave load nonconcurren All plates are MT20 plates unless otherwise Indicated, t with any other live loads. This truss requires plate inspection per the T00th Count Method when this truss 7) Provide mechanical connect -on ou rs �� chosen ��r quality assurance inspect'on. .truss to .fearing plate capable of withstanding 4031b u joint . uplift at joint .la t 1 ar-r 44 Ib 8) This truss is designed in acoorana r-th the2003 International IeIdentfal Code sectionsX2.11 .1 and R802-10.2 and referenced standard AN 1.1TPI 1. LOAD CASE(S) Standard I '"" I Truss � Truss Type 1'152 � E3 ROOF TRUSS FRANKLIN BiJILDiNG SUPPLY, J E ROME, !D. 83338 IL T4 W -11-1 13-8-o 0-4-0 a 6-11-12 --4 x T 17 4 7x14 MT18H= 5 16 1 U5 = 3x6�. PAY TODD PETERSON I I -]--I Joky Reference (o t onal 0 6.400 s AugI .__ - 1 2006 iTek I ndusMes, Inc. Tue May 0 1 16: 15 -P27 2007 Page 1 � 1 0 I'T1 8H = n 3x5 7 6-11-1213-8-0 0-4-0 28-10-12 8-6-12 Edq LOADING (psi° SPACING 2_0_0 TALL 35.0 DEF�, in 10I�'de�! f FJt� Increase � .1 �Vert(LL)-C�.1 !71 - T D L & 0 Lumber I a rea 1.1 � 1 BOLL 0.0 P, StressI,ncr YES Vert(TL) -0.36 12-14 BCDL &0IWB O9 Hort TL 0.1 cod' IR0[TP1 (Matrix) LUMBEI TOP CHORD 2 X 4 CSF No, 1Btr BRACING BOT HFC X 4 DF X1.1 13tr TOP HICK WEBS 2 X 4 CSF No,1 &Btr *Except* 1 DFtud�'td''� IFStud/Std, /�THI Std , 8 X 4 D F Stud/Std d/Std E B E1 2 X 4 DF Stun#, WCL2 2 X 4 DF Stud/Std 2x4 Iz 9 d PLATES 360 MT20 180 MT18H n1 5x6 Weight: 205 1b 1-- 1-6-0 Scale = 179.9 RIR 220/195 220/195 Structural wood sheathing di rectly applied or -1 -9 o .urlfn except end verticals. � , Rigid ceiling directly applied or 9-7-8 oc bracing. 1 Row at midpt 4.-163 5'161 5-141 7-1 REACTIONS (lb1 i 18=206610-5-8, 1 X 7 10- - ax Hort 1 =- 17Ioad case Max Uplift I =-4 (load case ), 10= 4 4(ioad case FORCES (1b) Maximum Compression/Maximum Tension TOPCHORD 1-2-0/66t -_ -4/43-4z---2112/438, 4-5=-2257/456t _ { _ -3131/634 -=-13246/623! 9-10,=-3602/6761 "10-11=015912-18=-2002145 BOT CHORD 17-18=-97/162, 16-17=-318/1983F 1 -1 =-19 11 1 14-15=-192119160-1 a 13-147-292/2582 12-,13=-2 r FB4-17=-472/141 r 4-16--196J208,5`14=- __ - -759/292 7-12=-791520 -1 =-4321222, -17=-232/1 NOTES 1) Unbalanced fO f live loads have been considered for this design. ! 0p5f; BC1)L=4.6pft' Cartegory 11; Exp ;enclosed; MWFRS ghle end o ed . cantilever left and right exposed ; rid vertical left and right ex Provide adequate drainage t r vent water` pr L L=1. platerid CS L-1. . zone; This truss has been designed for a 10,0 ,�f bottom chord lPv� 1 � �I �l#+�. �r T� �It u�I� �t� oad r�ot�concurrr�t with another lig loads.r�ri� indicated. This truss requires Fat inspection per the Tooth Count Method when this true i hen for quality assurance inspection. Eby others) of truss to bearing plate capable ofwithstanding� �. uplift at joint 10.l uplift at joint 1 and 464 1 This truss is designed in accordance with the 003 Intern2tion l Residential Code Sections 8502.11.1 and R802.10-2 referenced standard I I/TF'1 1. �n LOAD CASE(S) Standard 9 Job --T-Truss' _ T --... i I Truss Truss Type J152 ; E4 I 'ROOF TRUSS FRANKLIh! BL!lLDrNG 5l1PPZY, JERQME, !D. 83338 z 1_-0 -1- -10- 11-5-3 5- 1-- -6-1 17-0-0 --1 Qty p!y TOD'D PETERSON �3 lJob Reference o tionao 6.400 s Aug 12006 MiTek Industries, Inc. due Aa--y-b1- 18:15:28 2007 Page 1 4x6 1- -4 H,I I Scale = 1-62.71 i 17 16 3x5 = 3x5 = 8-7-12 1 --1 LOADING (psi I SPACING -o- T LL 35.0 7-13, 4-1 Plates increase 1,15 I I T DL 8.0 Lumber Increase 1.1 B LL 0.D Rep ,stress In r YES BCDL 8,0w Code IRC2003ITP12002 ILUMBER TOP CHORD 2 X 4 DF c).1Btr BOT H RD 2 X 4 D F No.1 & Btr *Except* B2 2 X 4 DF Stud/Std WEBS 2 X 4 DF No1 &Btr *Except* W1 2 X 4 DF Stud/Std, VV7 2 X 4 CSF StudiStd E I 2 X 4 DF Stud/Std, FV2 2 X 4 DFStud/Std WCR2 2 X 4 DF Stud/Std 15 14 3x5 — 4x8 = 17-0-o 1--4 -4-4 4--4 1 TC 0,. 96 0.34 WB 0.5o Wtri) 3 I I REACTIONS (lb/size) 10-1409/Mechanical, 17=156510-5-8 Ma =156510- - a Hor 17� (Io d case 4 Max U plift 10=-254 (load case , 17=-36 (road ase DEFL Vert(LL) Vert(TL) Horz(TL in (Io -0.07 14-1 -0,1 14-1 0.04 10 BRACING TPHRD BOT H RD WEBS 3x5 — 6x1-- WA 2x4 li 2x4 11 -0- -0-0 4--4 Ildefi L/d >999 360 >999 180 n1a, n/ FOLATES T. Welght, 195 1b Structural wood sheathing directly appliedor 15-1-13 oc purfins, except orad vertira.1s. Frigid ifine, der a I[ IP 2201195 Row midst �� car 5-14) J u -u -u cbracing. -14, 7-14, 7-13, 4-1 FORCES (1b) - Maximum Com pressionl a im u m Tension TSF HID 1 �=01a 2-3=-2181131 F -=-102/141 4-=_1 - 8 -9= -729/175,2 -17= -441/239P 1= -441/P 9-10=-1334/261 BOTCHORD 7311303, 15-16=-273/1234, 14-15=-273/1234, 13-14=-,114/848 12-13-0144 _ _ 10-11 -27/34r, ` -1 - 182 ? -1 1--29211 45 EB 4-16=-791161, 5-1 =-55/241, '�f 4_', 1 -1 -- - _ 7-11 _ a 4 148146x, 7 14=-104/269,7-13=-315190, I 1-1 =-128/884 ---364160, 4-17=-16031246, 11=-195111 OTE 1 Unbalanced r00f live fioad have been consilclerecf for this ) rid: E 7-0 0m ��, pig; h=25 ; T DL -=4.0p f; B C L-4. p. fr Category cantilever last nd rift pod' �,d vertical Ie� I�' � a enclosed, i�11'F �1� rid �r��t ar�� ra�� exposed; Lumber DOL=1.33 Plate grip IL=1,_ This truss has been designed for a 10. 0 p f bottom chord Imre load non 4) ,1-�i truss r� stir Pati i n fig artcurrr�t with a � other l ive loads.n per the Toc)th Court throd when this truss is chosen for unlit a F fer to 9 ircier fOr truss to truss connections. '� r�rar�� n �� tion. 6) Providin mechanical connection (by others) of truss to bearingPate able Of with uplift at joint 17. withstanding 4 I lift at joint 10 and 363 Ib s This truss is dined in accordance with the 2003 International referenced standard NSl TPI 1. Residential fiar� 1 11.1 and X802. 0,2 an LOAD CASE(S) Standard Job Truss I Truss Type J152 EFILL GABLE FRANKLIN BUILDING SUPPLY, JERDME, ![]. 8333$ 5X6 - 7 Qty ,TODD PETERSON 'Job Reference a tianal 6.d00s Aug 1 2Q06 MiTek fndus�trie5,� fnc. Mayr 01 -16:16:29 0-0-70-a'461] i 19-8-13 9-10-7 lax 22 21 20 19 18 17 16 15 14 2x4 11 2x4 11 2x4 11 2x4 1 I 2,x4 11 2x4 � 1 19-8-13 2x4 11 2X4 11 3X5 IIG (pso SPACING 2-0-0 CSI TEFL �n TOLL 35.0 Plates Jn r a e 1.15 TC 0,07Vert(LL) n/ T C L 8.0 Lumber Increase 1.1 B LL 0.0 I Rep Stress I n rYES WB 0,11 H rz TL FSC LCL 8. Code l F00/TPI 2002 !. LUMBEF TOP CHORD 2X4 CSF 1'o.I Btr BRACING BOT CHORD 2 X 4 DF No.1 &Btr TOP CHORD OTHERS 2 X 4 DF Stud/Std *F e t* BOTCHORD ST2 2 X 4 DF No.1 Btr, ST7 2 X 4 DF No. 1 &Btr REACTIONS I /siz 1=;55119-8-13 13=5511.9 -8 -ii . 2x4 i apo) I/deli L/d n/a 999 - n1a 999 13 n1 n/ i 2x4 11 PLATES MT20 Weight: 112 lb Scale = 1:46.0 I f I GRIP 220/195 Structural woad sheathing directly applied or -0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing, aa - t - V I1 -0-1 , = U411 'd-1 r 23=208/19-8-1 35 4=186/19-8-1 ' 1 �� /19-8-1 18=205/19-8-13o 17-_ 204/1' - -1 �3, 15=208/19-8-13, 14=186/19-8-13" Max Hor 1 =231(load case 4) MaxUpliftl __(load c ), 1_-7(foad a)� ,0=-1 o��d �,1 =,97(J oad case 5), 22=-1 00(load case =-1 (load 4i-0Joad cat 1 _` Ioad )T 17_-101(load rase 6), 1_-100(load case ), 14== 0 bead case (load case 1), 21=21 (load case )h = 04 load case=Ic case 1), 19= 1 05(loa c. 1), 1 = 1load � 10), 1 7=0Io�d a� r 208 � d �� f �-1 ��I��d 860oad case 1) FORCES (lb) - M@ximum Compression/Maximum Tension TOPCHORD D 1 -2=-222/1 4 -=- 1 77/1 4 1 ' 3-4=-1211133 4-=-74/15-6=-7'41188, 6-7=,.22/137, 9-10=-74/101F 10-11=-74/49,11-12=-93/57; 12-13=-152/62 0 17-18=-47/134, 16-17=-471134t 1 -1 =-47/1 4, 14-15=-471134, EB6-20=-87/21, -1=`1 80/117 . 4- __ 1 -1 ��-4�� 4 10-17=-172/120, 11-15=-176/121p 12-14=-153/-103 MOTES 1 Unbalanced root Jive loads have been considered for thi design, end: E 7-02;0p�b; h_; TIAL=� . � � f� � �� L_ �*�f, Category11; exp , enclosed;1�11}F Isle end zone; cantilever left and right exposed -,and vertical left and right posed; Lumber DOL =1.33 . plate gripD0L=1 .33.True dined for ink loads in the plane of the true only. For ,ted exposed �d � in��r�rri�l � ��f�,"Standard Gable End Detail" see WTe 1 4 This truss has been designed for a I O, 0 psf bottom chord live load non � This rte any other live lids. CJs truss requires plate inspection per the Tooth Count Method when th' . truss i chosen for quality assurance inspection. Gablerequires �ntrr��a�s bottom l��r b��rir�� 7) Gable studs spaced at -0-0 o. i Provide mechanical connection (by others) 1` truss to bearingint e . joint 1 , 1 � ib u�li� �t j��r�t � lb � lift �' capable �f ri�i�t�d�.n 9 Ib uplift t joint 1' fb uplift at t joint 1, 100 Ib uPiift at joint 22, 100 1b uplift at joint 23, 90 lb u uplift at joint uplift at joint 18, 101 Ib uplift at joint 17, 10 1b uplift at joint 1 and 0 lb J ift a � � pit 4, Ib � truss i designed in accordance with t� �� I � p t joint � �. This a trnti�n�l �i�l��tii Code sections R0.1 1 -1 and R802. 10.2 n a referenced standard ANS I[TP1 1. LOAD CASE(S) Standard Job i Trus ,152 F FRANKLIN BUILDJNG SUPPLY, QEF, 1D. �8 2x4 :1 'Truss Type IRB � E im: 2x4 � 5x6 Qty ° P1Ty TODD PETERSON Job Reference tbnal 6.400 s Aug i 2006 MiTekIndust o inc, Tue May 01 16:15:30 2007 Page 1 ri l-Wral 1-9-10 7--0 Soils = 1:14. � DEFL in (Ioc} lldef] Vert(TL) 4,04 5 n!r j Harz(TL) 0.00 7 nla BRACING TOP H O RD REACTIONS (lbs/size) 10=6416-0.0, 7=30716-0-0, -248.6-0-0 =11216-0- Max H orz 1 0=-1 11 (load case 1 0 Max LIPM10=- lad case ., 7=-1 8(load case), =- load case 8=- Maxr. 1 0-7 dad I�a� �� case ), 7-- 07 load case 1 , 9=248 (load case 1), 8=1 load case, L/d 80 n1a i PLATES TO Weight: 27 lb GRIP 2201195 C) a Structural wood sheathing directly applied or 6-0-0 cc purlins, eXCePt end verticals. Rigid ceiling directly applied or 6-0-0 on bracing. p FORCES (ib) - Makmum CompressionlMaximum Tension P CHORD 1-1 C)=-66/:3 05 1-2=-8123P2-3=-8123,� -4=-9/25, 4-5=-72/36 -6=0/96 �T �I� -1 [�--1 �1 at �7�-7��`1 7 0 -�- �1 /1 , 7- _ -1 2/182 WEBS - =-201/ 8, 3-8=-1 09/69 NOTES 1) Unbalanced roof live loads have been considered for this design. pIL=4.8pt' Category 11; Exp C enclosed, MVVFRS gable end one' ntiir left and right exposed , end vertical Ifs and ri Truss3) designed � Int expoLug, br L= 1 . ;�Itgrip DOL_ 1 or wind leads in the play: of the truss only. For studs used t "* tandard Gable End Detail" � � aid nOT-mai t� the face), see I IT 4) Provide adequate drainage to prevent watern 8 This tri has � ��. been designed for a 10.0 p f bottom chord live bead � Thitri requiresp�l�t in��tic�n per the Tooth ��r� onnr�urrnt with any ether live loads. Count Method when this truss is chosen f 7) Gablerequires continuous bottom chord bearing, r quality ssuran inspection. 8) Truss to be fully hthd from one face or urely braced a ' Gable tud spaced at 2-0- � Inst lateral movement (i.e. diagonal b). ' 10) Provide mechanical connection (bY others)of truss to bran Plate at joint 7, 4 1b uplift at joint and 1b u lift a� ��k�J� �� withstanding Ib uplift at ��rr�t 1 �� 1 8 I b uplift 11) This truss is designed in accordance ith the 2003 International Residential referenced stands rd I� l P 11. ode ties R502. I 1,1 and 8 R02.10-2 and LOAD CASE(S) Standard 6-0-0 Flats Offsets Xp , :0- -�1 , E -- - _ LOADING (psiSPACING-o,o I TALL .� � Flat Increase 1. � T 0,46, TIL Lumber Increase IA5 E 07 ELL 0.0 S. Rep Stress I n r NO WB 0.04 B DL 8.0 Code II 00 P120 (Matrix) LUM BER TOFF CHORD 2 X 4 DF 1c).1 Btr BOT CHORD 2 X 4 DF No,1 &Btu' WEBS 2 X 4 DF StudlStd OTHERS 2 X 4 DF turd/Std � DEFL in (Ioc} lldef] Vert(TL) 4,04 5 n!r j Harz(TL) 0.00 7 nla BRACING TOP H O RD REACTIONS (lbs/size) 10=6416-0.0, 7=30716-0-0, -248.6-0-0 =11216-0- Max H orz 1 0=-1 11 (load case 1 0 Max LIPM10=- lad case ., 7=-1 8(load case), =- load case 8=- Maxr. 1 0-7 dad I�a� �� case ), 7-- 07 load case 1 , 9=248 (load case 1), 8=1 load case, L/d 80 n1a i PLATES TO Weight: 27 lb GRIP 2201195 C) a Structural wood sheathing directly applied or 6-0-0 cc purlins, eXCePt end verticals. Rigid ceiling directly applied or 6-0-0 on bracing. p FORCES (ib) - Makmum CompressionlMaximum Tension P CHORD 1-1 C)=-66/:3 05 1-2=-8123P2-3=-8123,� -4=-9/25, 4-5=-72/36 -6=0/96 �T �I� -1 [�--1 �1 at �7�-7��`1 7 0 -�- �1 /1 , 7- _ -1 2/182 WEBS - =-201/ 8, 3-8=-1 09/69 NOTES 1) Unbalanced roof live loads have been considered for this design. pIL=4.8pt' Category 11; Exp C enclosed, MVVFRS gable end one' ntiir left and right exposed , end vertical Ifs and ri Truss3) designed � Int expoLug, br L= 1 . ;�Itgrip DOL_ 1 or wind leads in the play: of the truss only. For studs used t "* tandard Gable End Detail" � � aid nOT-mai t� the face), see I IT 4) Provide adequate drainage to prevent watern 8 This tri has � ��. been designed for a 10.0 p f bottom chord live bead � Thitri requiresp�l�t in��tic�n per the Tooth ��r� onnr�urrnt with any ether live loads. Count Method when this truss is chosen f 7) Gablerequires continuous bottom chord bearing, r quality ssuran inspection. 8) Truss to be fully hthd from one face or urely braced a ' Gable tud spaced at 2-0- � Inst lateral movement (i.e. diagonal b). ' 10) Provide mechanical connection (bY others)of truss to bran Plate at joint 7, 4 1b uplift at joint and 1b u lift a� ��k�J� �� withstanding Ib uplift at ��rr�t 1 �� 1 8 I b uplift 11) This truss is designed in accordance ith the 2003 International Residential referenced stands rd I� l P 11. ode ties R502. I 1,1 and 8 R02.10-2 and LOAD CASE(S) Standard p Job _ Truss Truss Type J152 F2 � ROOF TRUSS k;FRANKLIN BUlLbING SUPPLY, ,lEROME,ld. 83338 r F Plate Offsets (X.yL- r p 2x4 11 1 4x12 ......................... 7 --. --- laty PI TODD PETERSON r _ � Reference o do r:alb 6,400 s Aug 1 2006 MiTek IndusMe , Inc. Tue May 01 16:15:30 2007 Page 1 -0-0 --0 1-6-0 LUAUINU (p SPACING -0-0 T LL 35.0 P I ates Increase 1.1 TCD -L N 8.0 ! Lumber lire 1.1 BOLL Rep Stress I n r YES B C L 8,0 Code IRC2003fTP12002 LUMBER TOP CHARD 2 ?C 4 DF No.1 &Btr BOT CHORD 2 X 4 DF No. 1&Btr WEBS 2 X 4 DF SkudlStd SLIDER Right 2 X 8 i]F S5 2-0-0 -0-0 WWI REACTIONS (lb/size) 7=280/0-2-8,3=454/0-5-8 Max Hort =-1 1 (load Case ) Magic UpIW=- (l .d c ), -141 (load case FORCES (ih) - Maximum CompressionfMaximum Tension . TOP H RD 1-7=-123/4,9 1-2=-24/38,2-3=-300/32,3-4=0/62 B OT C H 0 RD 6-7=0/1 34P 5-=-3-5=-21131 'EBS 2-7=- 1931621 2-6=0/1 24 TC 0.19 BC 0.05 Tuve o. as (Matrix) i 3-0-0 DEF 0- aEFL in (ioc) 1ldefl Vert(LL) -O.DD 6 X999 Vert(TL) -O.pp 6-7 >ggg Harz(TL) Ci.op 3 n1a BRACING TOIL CHORD BOT H R Pow P CD J Lid PLATES 360 l" T 0 180 n/a 1 Weight: 8 f b Scale = 1 :19. GRIP 220/195 Structural Food sheath[ng sheath[directly applied Or 6-0-0 oc purl ns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES Unbalanced roof five loads have been considered for this design. Wind. ASCE 7 02; 0mph- hft, T C L=4,0p f, B L=4. sfa Category II' Exp C; enclosed; MWFRS able zo e; cantilever left and right exposed ; end vertical left and right exposed; Lum' bier � Provide adequate drainage to revert swat � L=1. �It� r�� L=1.. 6 ) This truss has been designed for a 10.0 Psi bottom chord IWe Coad non oncurrent � ) Thistrussrequires plat inspection per the Tooth int with �r ��hr� Ir loads. I�tl��d burr this �� e��e� for quality �s�ar�n� inspection, Providemechanical c�nre tion h others) of truss too bearinglate at joint(s) � ) F�ro�ri�1e t�r�har�iap cr�n+�tRon �bothers)of r �` � #� �, truss to bearing plate capable of withstanding Ih uplift at joint t joint t grad �I41 I uplift This truss is designed in accordance with, the 2003 International Rosi dential Code sections R502.1 1.1 and R802.10,2 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard Job T r6 s J152 � F3 FRANKLIN BUILDING SUPPLY, JERONIE,lD. L r I Plate Offsets 'Truss Type _ ROOF TRUSS 83338 —' 1-9-10 2x4 11 1 4x1 U 'qty ��y �UDD PETERSaN IJob Reference (optional} s_400 s Aug 12006 MiTek industries, Inc, Tue May Q7 16:15:312407* Page 1 i -0- 7-6-0 yr Z_A&t ,. � 1-9-10 -0-0 1-9-10 4 -?-.R LOADING {Psf} SPACING 2-0-0 CSS � DEFL TCLL TCDL 35.0 Plates increase 1.15 TC 0.27 Vert(LL) BCiL 8.0 0,0 dumber Increase 1.15 � BC a.09 Vert(TL) BCDL 8.0i Rep Stress Incr YES X1118 O.p7 Horz{TL} Code (RC20031iP12002 (Matrix) in (J ) Ildefl -0.003-6 >999 -0.01 3-6 >999 0.00 3 n/ TOFF CHORD 2 X 4 CSF Nor 1 Btr BRACING BOT CHORD 2 X 4 DF No.1 &.qtr T P H O RD SLIDER Fight X DF 2-9-10 BOTCHRD REACTIONS (Ib/size) 7-28010-2-8, 3=454!0-5-8 Max Horz 7=-172(ioad case 3) Max Upl1ft7=-92(load case 3), 3=-135(laad case 6) FORCES (lb) - Maximum mpression/Max[mu Tension T P HOED 1-7=-71/29f 1- �-32/51 - =-256/511, 3-4=D/62 BOT CHORD B-7--21/1 Sol 5-6=-22/149 , 3-5=-221149 WEBS 2-7=-221/71 , 2-6= 0/136 I! I CD r r Scale = 1:24.,9i M 31Cq i Nr PLATES GRIP TO 220/195 Weight,, 44 l F Struotural wood sheathing directly applied or 6-0-0 oc purlins,, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MOTES 1) Unbalanced roof litre loads have been considered for this design. t psfa E3CDL=4.qtr Category 11, Expenclosed, MVVFRS gableend zone; cantilever left and right exposed ; end vertical left and right exposed. Lumber � Provide adequatedrainage to revert water � �=�1. plate fid � L=1. . Th is truss has been desig ned for- a 1 o. o p f boftomchord live load nonconcurrent with " ) This tri requiresplateirtispectior� r the Tooth Count Method when this truss �.�° ��r live loads,- i�ro�ridmechanical connection (bothers) of tress to heti n� e chosen for quality assurance in�t��r� a Provide rr�:I�r�ical con,ntron boplate �t ��J�t . others),of truss to bearing plate capable of withstanding fb UPli at joint and at joint lb uplift i This truss is designed in accordance with the 2003 International Residential_ s referenced standard ' I/TPI 1od sections R502.1 1.1 and R802.10.2 and i LOCA CAS E() Standard W J152. Truss F4 F Li ' L ) L J I PL1 , JEROME, 0. 83338 ;Truss Type ROOF Truss 7- 0-7- 2x4 Qty 1 Ply TODD PETERSON Job 6.400 s Aug 1 2006 MiTek Industries, frac. Tue May 01 163,15:31 2007 Page 1 e - -0- -- -1 - r)- 1- I 3x5 — 3x5 ¢1_1 =0-0 A Y 3-1-14 2-10-2 Pa -- y -0 0-2-1 -:Edge,0-0-1] Plate Offsets .12:0 LOADING 10- LOADING (psi TLL 35.0 TCDD. 8.0 BOLL 0� 0 B DL 3.0 LUMBER Vert(TL) PATI 2 -c -o Plates Increase 1.1 LumberIncrease 1.1 Rep Stress I n r YES Code I13/TP100 TV H ORDS 2X4DFNo,l&Btr SOT CrHo.D 2 X 4 CSF No,1 &Btr WEBS 4 DF Stud/ td SLIDER Right 2 X 6 DP ss 1-1 o-7 REACTIONS (Ike/size) 8;--280/0-2-8, 5=454/0-5-8 Max Hor =454/0- - Hor =- 13(load case 3) Max U plift =-10 (eo d case 3) f =.1 Io d case C51 DEFL in (loc) (fdefl Lld TC 0.42 Vert(LL) -O.QO 7 X999 360 BC 0.06 Vert(TL) -0.01 7 X999 180 WE3 0.12 Horz{TL} 0.00 5 nla nla (Matrix) BRACING TOP CHORD I 1 L Scale 1:30.4 PLATES GRIP MT20 22-0/195 I Weight- 49 1b i Structural good sheathing directly applied or -0-0 oc purlins, I except end verticals, B T CHOIR D Fi ld ceiling directly applied or 10-0-0 oc bracing. FORCES Ib Maximum Corn pression/Maxim um Tension T P H D 1-8--20/99 1-2=-.42/63, 2-3=-261/128, 34=-233/39)4- _-3 23/30J 5-6=0/62 B 1 CH O' D 7-8=-58/191r5-7=-10/146 WEB, -7=-153/267, 3-7=-1 841173? -8=-240/109 NOTES a 1) Wind: ASCE 7-02, 0m ph h= ft; T D.L=4.0P I`f l D L-4. p f; Category 11 Expenclosed' M cantilever left and right exposed end vertical left�� ri , � � �� .k�J� ��d zone', exposed; Lumber DOL=1.33 plate grip DL -1,33. .Provide adequate drainage to prevent water ponding. This true has been desig nod for a 10.0 p f bottom chord lire load non. concurrent with any other I ive loads. 4) This true requires plate inspection per the Tooth Count Method wh(� n this truss is chosen for quality azsurnce inspection. 5) Provicle mechanical onnection (by others) of truss to bearing plate at jolint . Provide mechanical onn tion (by others) of true to bearing plate capable of withstandin uplift uplift t joint 13 lb u,lt �irt 3d '1 Ib 7) This truss is designed in accordance with the 2003 International Residential Code sections referenced standard .N I/TPI I . x.11.1 ��d ' 3 ,1 �. and LOAD CASE(5) Standard i Job Truss Truss Type J152 G1 GABLE FRANKLIN BUILDING SUPPLY, JE"ROME, 1D. 83338- s in {lac} [LOADING pfd Vert(LL) -0. 05 2-4 P TOLL 35.0 -0.10 2-4 TCD L 8,0 B LL 0.0 BLL 8.0 LUMBER TOS' CHORD BOT CHORD WEBS "OTHERS Qty Ply rnnn oGTcocnni 1 .�f BOO Job Referent! � tion� x.406 l Aug 1 2006- MiT f ndustt es, Inc. Tue May 01 16:15:32 ge 1 2A 11 N 1 SPACING 2-0-0 CS1 Plates Increase 1.15 TG 0.82 Lumber Increase 1.1 �BC 0.25 Rep Stress I ncr NO VVB 0.00 Code IRC2003ITP12002 (Matrix) 2 X 4 DF No, I &Btr X 4 DF NoA&Str 2 X 4 CSF Stud/Std 2 X 4 DF Stu dl td REACTIONS (lb/size) 2=46610-5-8, 4=262/0-5-8 Max Nora 2=1 4 0(load case 4 MaxLIpJift =-18 10 d case ), =- 7(lo d case 5 FORCES I - Maximum Compression/Maximum Tension T P H OFD 1-2=0/591 2-3=-124/79, 3-4=-217194 BOT CHORD 2-4--28/38 -0 6-0-0 dEFL in {lac} Ildefl pfd Vert(LL) -0. 05 2-4 X999 360 Vert(TL) -0.10 2-4 X657 180 Horz{TL} O.Op 4 n!a n!a BRACING TOP H RD ESOT HRC Scale = 1-618.1 PLATES GRIP TO 220/195 Weight. 27 lb Structural wood sheathing directly appiied or -0-0 oc purlins, except end verticals. Rigid ceiling direct[y direct[applied or 10-0-0 cc bracing. NOTES 1) VVind: ASCE 7-02; 0m ph a b=28ft; TCD L= 4. P f. B CSL -4: p f; Cate 11; E I cantilever Wt and rift posed ; ridvertical Ieft and �`i � � � � r��l�d 1�.�1`FI hl ��zone; �t exposed; Lumber DOL=1.33 plate grip CL= 1 , .2) Truss designed for wind Joads in the plane of the truss only. or studs exposed wind (norm " to the face), s ee iT I"Standard a end Detail This truss has been designed for a 10+0 p 1• bottom chord lige load nonco current with any other I ive loads. This tares requires plate inspection per the Tooth Count Method when this tress is chose F ) �`abltil ped at -0..0 . r firIrt assurance inspection. Provide mer,-han:l connection bothers) of trusst� bearing �� at joint t capable of withstanding lb uplift at joint and uplift This truss i designed IId In accordance with the 00 International l 4I, 1- r �l Residntaal Code sections0.1 1.7 and 802.10.2 and referenced standard STP 1 1. LOAD CASE(S) Standard E Job 'truss J152 :H1 6 FRANKLIN BUILDING SUPPLY, JEROME, Ip. F I ate offsets I 1-- 83338 I cuss Type GABLE 4-10-0 3 1 Y iPly 1 (TODD PETERSON 6.400 s Aug Job Reference (optional 1 2006 MiTek Industr-jes, rn . Tue May 01 16:15:32 2007 Page' 1 -10-0 11-2-0 1--0 P 8- 4-10-0 _11- -} k,_-____ -- - - 2: I Ed ggLL: c �-_co - oL Uwe i LOADING (psi SPACING 2-0-0 CSI TOLL 35.0 tl Prates Increase 1.15T� 30 T DL 8,0a Lumber Increase 1.1BC 0.29 LL.Rep THERE Stress I n r N WB 0.0 ESC DL Code I 00 ITP[ 00 (Matrix). LUMBER in NO ildefl Lld TOP CHORD 2 X 4 DF No.I&Btr BOT CHORD 2 X 4 DF No. &Btr WEBS X 4 DF turd/Std THERE 2 X 4 DF Stud]Std WEDGE Left'2 X 10 DF SSr Right: 2 X 10 Di~ SS REACTIONS Ob/size) 2`626/0-5-8, 4:62610-5-8 Max :62610- - ax Hort 2=1 -(load case Max LJP1ifk =-18 (load case ), 4=-1 load case FORCES (lb) - Maximum Om Pr ion/M im ur n Tension TOP CHORD 1-=0189, -=-497'84, -=-497/83, 4-5z--0/89 BOT H ICK 2-15=01276P 4-6=01276 WEBS 3-6=011 87 um aEFL in NO ildefl Lld Vert(LL) -G.01 4-6 X999 360 Vert(TL) -0.02 4-6 X999 180 Harz(TL) 0.o0 4 nla nla BRACING TOP CHORD BOTCHORD V L T E MT20 Scale = 1 I 0 I M C) DRIP 220/195 Weight: 54 lb Structural wood sheathin directly alie d 0r - -0 cc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design, Wind: ASCE 7-0; m ph e h=ft T DL=4 , O — . cantilever p f� � DL=4. f, Category IL Exp renclosed; F able rid zone; left and Fight exposed end vertical left and right exposed; L�rr be' r DOL=1. Plate grip DL -1 7 .) Truss, designed for wind loads ire the plane of the truss onrlY. For studs exposed t� Ind (normal t� the face), IT Iatandard Gable End Detail' This true has been designed for a 10.0 p f bottom chord live load nonooncn rrnt with any other lig This tri requires plateinspection per the Tooth Count Method when this loads.- truss I firL.l'c7�1'"ffi inspect -ion, ^ ) Gable studsspaced at -0-0 oc, 7) Provide mechanical connection (b -other of truss to bearingIt a �I uplift at joint 4. Ff wlthstanding 186 1b uplift tjoint 2 and 186 I This truss is d �gned in accordance with the 2003 Int rnationa) Residential Codes referenced standard ANSUTTPI 1. sections _ �I 1.1 and R802-10.2 and L AD CASES) Standard JOD Truss Truss Type. .1 52 H2 ROOF TRUSS FRANKLIN BUILDING SUPPLY, JFR{]ME, !D. 83338. co 'I 0 -1-6-0 1-- -i0; -10- 4x6 3 Qty I Ply TODD PETERSON Job Reference a tic 6.400 s Aug 12006 MiTek Indu tftsa Inc. 1Page� , -8-0 4-10-0 1--0 0-8-814-10-0 r -11- -1 - Plate Offsets v. - r , { LOADMr.. I� PARI TOLL 35.0 Hiatal Increase 1,15 TC 0.27 T C L 8,0 Lumber In rea 1.15 BC 0.26 LL 0.0Rep Stress I n r YES VVB 0.0 13CDL _0 Code 1RC2003fTPI2002 LUMBER TOFF H R D X D F o.1 Btr BOT CHORD 2 X 4 D -F No.1 &Btr WEBS 2 X 4 CSF Stud/Std FDF Left{ 2 X 10 CSF SS, Right: 2 X 10 DF SS EM D E FL in 1-o .) I/d L/d , V rt(LL) -0.01 4-6 >999 36o `er-t(TL -0.02 4-6 >999 iso Horz(TL) 0.00 4 n1a n/a BRACING T P CHORD BOTCHORD -- FOLATES MT20 Weight- lb Scare = 1,-27.4i 1 r 6 r GRIP 2201195 Structural wood sheathing directly applied or 6-0-0 oc purlins, Rigild ce'laing directly applied or 10-0.0 or, bracing, REQ 1 TIMI �lb�i - ��-�� 4=10-- ax H orz 2= 1 1cad case Max Upli =-1 86 (load case ). 4=- 1 (lo d case ) FORCES Ib - Maximum ompr ion/M 1. ii—num Tension TOP H R 1-2=0189, 2-3=-497184.1 3-4=-497183r 4-5=0/89 BOT CHORD -62--01 , 4-6=0/276 WEBS 3-6=0/1 87 4 NOTES 1) Unbalanced roof live loads have been considered for this design. : ASCE 7-02; 90mph, h= ; T C L=4.Op , DL=4. p fa Category 11;Exp ncied; MVVFRS gable endzone;antile`r left and right exposed ; end veFkal left and right exposed; Lumber r � DOL=1. ,plate grip DOL=1. . This truss has been designed for a 10-0 p f bottom chord live load noncon urrent with an oil, Tl�i truss ��qutreplate l�lipe�Ctlo� Per theTooth olll�t Method when tl�l trussI � � Ike ��_ Provide mechanical �c�n�t��r� ctl��r. � true ��r� for quality assurance Irrptr�rr. . � to girl plate capable � Itl�lstrld�r� � 1b� upaift �t cint and 186 Ib e uplift :t joint . � This truss IS designed In accordance with, the 2003 International Residential Code sections H i referenced standard ANSI/ -TPI 1 .1 � .1 and� . �I �. �� LOAD CASE(S) ,Standard Truss Truss Type � -'— J152- jQ1 ROOFFRANKLIN Sl1ILDING SUPPLY, JER0ME,_lD. 83338 Plate Offsets r['2:0-3-1 ,0_0_5L LOADING dPs� in loc CDL 8.0 f BCLL 0.0 BCDL 8.0 LUMBER, TOFF HO D BOT CHORD SLICER I TRUSS -1-6-0 Q'yP'YTODD PETERSON IS � 1 Job d� f ren Opal Irl rl 6.460 ,u� -'12006 IiTe Irldutrrt Inc. 1-6-0 ' 1 SPACING 2.0-0 CSI Plates Increase 1.15 TC 0.19 Lumber Increase 1.15 BC 0,02 Rep Stress Incr YDS WB O pp � Code dRC2003lTP12002 (Matrix) X 4 LSF NoyI Btr 4 DF No.l&Btr Left. 2 X 6 DF SS 1-1-1 REACTIONS (Ibb`s lze) 2x28 /0- - , 4=1 4/lVlech n I I P = /r" ch a nial I Max Horz 2=127(load case Max U pIM2=-10 Goad case ), =- 1 ad case ) Max Grav 2=288(load case 1), 4-31 (ford case )a = Ioad case FORCES Ib - Maximum Compression/Maximum Tension TOP" FA D 1-2=0/62, 2-3=-1C:3/16 BOT H l D -=01C), -5=/ DEFL in loc Il f! Ud rt(LL) -O.Oc 2 >999 360 Ver-t(TL) -O.Oo 2 >999 180 Hrz(TL) -. o0 3 n/ n/ BRACING TOP CHORD BT CHORD I Tui May 01 16:15:33 007 Pa i Scale 1:11.8 PLATES MT20 GRIP 2201195 I Weight: I I Ib Structural wood sheathing directly applied 0,r 1-8-12 0c purfins, Reid ceiling directly applied or 10-0-0 0c bracing. NOTES 1) 'mind: ASCE =0 ; 0rn ph; h= ft; T D L= .O fd l3D L= . f Category 11; Exp ; enclosed, MWFRS gableend n cantilever left and right exposed end vertical left and right e �o 1' Lumber DL -1 .plategrip CL= 1 . .Thi trusshbeen designed fir a 10.0� f bottom ��r� Il lid roncorurrnt 3) This with any other I ilve lad. truss requires plate inspection per thTooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer togirder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bnarin late capable1 f withstanding !b uplift t at pint ant 2 and 33 lb uplift n accordance with the 2003 International w � true r ��in�� iid referenced standard I I[TP 1 1 t Residential Codesections R502.1 � .1 �� 1 � � .10. � LOAD CASE(S) Standard 1 Job- --- Truss .�..—... 'J 152 QIA r FRANKLIN BUILDING SUPPLY, JERdME, ID. 83338 viate ottst ,YI-D . 0-5-8,0-0-11. (Truss Type ;ROOF TRUSS Qty �' F. PETERSON --- .--�� 2 Job Reference (op#ional � 6.400 s Aug 12006 MiTek fndustdes, fnc. Tue May 01 16:15;34 2407 gage 1 [ l LOADING ( psi SPACING 2-- 1TALL -0.00 1 .0 Plates Increase 1� � TC 0.04 T CSL 8.0 Lumber Increase 1,1 o Bc 0.01 BOLL O.O Rep Stress In r YESWB 0,00 BCDL8. — Code IRC2003ITP12002i.-- � (Matrix) i !LUMBER JOPCHORD BOT CHORD SLIDER X 4 Dl` NoA &Btr 4 DF No.1 Btr Left 2 X 8 CSF SS 1-0-8 REACTIONS TI Ib/size) 1=77/0-:3-8, =65/Mechani a1, 3=12/Mechanical MaxH c rz 1 =80 ( load case ) Max Upliftt ={7 (load case Max Grav 1=77(rcad case 1), =load case 1), 3=28 Coad case FORCES (lb) - Maximum Compress-lon/Maximum Tension TOFF CHORD 1-2`-68/41 BOT CHORD 1-4=0101 3-4z--0/0 1_6-12 DEFIL in Ooc) rid fi L d Vert(LL) -0.00 1 >999 360 Vert(TL) -0.00 1 >9 180 Hor (TL) -0. oo 2 n/a. n/a BRACING TOFF HRC BOT H i D ELATE, MT20 Weight: 8 rb .CP 220/195 Scale = 1: 10. Structural wood sheathing directly applied or 1-6-12 oc purlins. Rigid ceiling directly applied or 1 O0-0 oc bracing- NOTES ra in - NOTES p , k , TC L= .Op f- B DL=4.8p fa Category 11; Exp ; enclosed,, l~ Cantilever left and right exposed - end vertical left and right exposed; Lumber D CLW _ ,gabl cad n�; I� a �. flat rid �L� 1, This truss has been designed for a 10, 0 p f bottom chord live load nonco cur This tr�l eaquir platy inspection per theTooth or�r�t wtl� ars other 1�� loads,. ��l�d i�� I�I truss Is chosen for qualitya�r�� ifs, ctd+n. 4) Refer togirder(s) for trusst tri, connections.� Provide mechanical connection (by others) of truss to bearing Ia Thai °�� i designed Ire a��r��i �t� t�1 �� - f capable of withstanding 76 IIS uplift at joint . International Residential Code sectionsx.11. 1 and R802.10-2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 9 Job 'Truss A 52 Q2 FRANKLIN 13UILDING SUPPLY, JEROME, ID-. I V 1i TrussType ROOF TRUSS 83338 761-i-(1. Pty e 1 'TODD PETERSON 1 s'Job Reference _ 6.400 Mi '— Tek Industries, Inc. 1 �J " F 2-0-0 TOLL .n DI TDL 8.0 ' BLL 0.0 PDL &0 LUMBER TOP CHORD 'BOTCHORD SLIDER rralCS liIL"dCeiSe 1.15 TC 0.19 Lumber Increase 1.15 BC 0.Q5 Rep Stress lncr YES WB 0.0p (":nria IRC'7nn-zlTbie)nn� i ..._. X 4 D1= NoA&Str X 4 DP 1o. I Btr Left 2 X 6 DFS 1-11-7 -11- -11-2 . . ........................ . . D EFL in (Io) I/defl Lid Vert(LL) -0,00 2 >999 360 Vert(TL) -O. oo 2-4 >999 180 Horz(TL) -O, oo 3 n1 REACTIONS I l iz) 3=76/Mechanical, 2=316/0-3-8i= I l hnr Herz ®1 load case 5.) l Max plift =-73(load case ), =- 1 ad case Max Gray =7 (load case 1), = 1 (load case 1), = 0 load case 2) FORCES (1b) - MAXI UM Compression/Maximum Tension TOP CHORD 1-2=0162o 2-3=-1 12/37 DOT CHORD 2-5=0[0, 4-5=010 BRACING TOP CHORDS BOTCHORD Tue May 0 11615:34 2007 Pig— e 1 PLATES M T. 0 Weight: 16 ib GRIP 2201195 Structural wood sheathing direcfly applied or 2-11.2 purlins. Frigid ceiling directly applied or 10-0-0 oc bracing. MOTES d : ASCE 7-090mph; h-5fto Tei] L— �' �. p . CSL= . -psf, Category li; E ' n to d; cantilever left and right exposed a end vertical legit and rigI-r p � �D1�S �k��e end net � Thi tr�S �� en designed for �. �d� Lumber �L-�,, plate grip �L=��. a 1 D.. o p f bottom chord live load nonconcurr nt with any ether .live loads, This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection, 4 Refer, to girder(s) for truss to truss connections. hearing Platek withstanding IS uPlit joint 3 k uplift joint This truss designed in accordancle with the 2003 International referenced standard NSI/TPI 1. LOAD SE(S) Standard i J P Job - j Truss — � 7russ�Typ� � .�. � _XPi —.— _. ....—. . :J152 � � y y � TQDD PETERSON Q2A � ROOF TRUSS 12 � FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 -- �Plafe Offset�CYE, 1:0-5-8,0-0-91 LOADING (p SPACING -o—o TOLL 35.0 Plates Increase 1,15 TDL 8.0 Lumber Increase 1.15 LL -0.00 2 Rep Stress In r YES BL 8,0I Code I00TPI00 ILUMBER TOP CHORD 2 X 4 DF No_1Btr BOT CHORD 2 X 4 DF No. 1 &Bt:r SLIDER Left 2 X 8 DF SS 1}10_1 I -- -- ! Y Joky Deference� tjon I 6.400 S Aug 1 2006 MiTek Industries, Irl . Tue May01 1615:35 2007 Page I Scale ^ 1:14. 4X8 I 2-9-2 1 TC 0.11 BC 0.04 WB ac (Matrix) REACTIONS TION (lb/size) 1-13010,3_8, =10 ]Mecha ni l - 11 Max Hort 1=11 (load case Max Uplift =-10 load case 5) Max G rav I= 1 0(I O case 1), 2=10 I ad case 1), 3=47 aoad case FORCES lb ; Maximum COM'Pressbn/Maximurn Tension TOP CHORD 1-2=-91/64 -- D EFL in f Io) Ildefl L/d art(LL) -0y00 1 >999 360 Vert(TL) -0.00 1-3 >999 180 Horz(TL) -0.00 2 n1a ri/a BRACING TOP CHORD BOT HCS i PLATES TO Weight= 14 lb GRlP. 2201195 Structural wood -sheathing directly applied or 2-9-2 oc purlins. Frigid ceilm.g directly applied or 10-0-0 oc bracing. NOTES 1 ; 90M ph; h= ft; TCD L=4.. Of f BL -4. f4 Cat a.ntiler I� rad rl�ht e��e�f � end r#il I � a _ oII, Exp ; enclosed; MWFRS ga b1e end zone; eft and right exposer; Lumber DOL=1. plat Thi true h berg designed fir 1 �.� �f b�tt� chord live I��d nor, � '� ��' DL -1.. � Thistri ��qr��r plate inspection per the Toth �� u�rrent 'I�I� �r-I other 1iloads.fit �th�c� I�� this truss is chosen for qualityassuranceinspection,4) Refer to girder(s) for trussto truss connect' 5) Provide mechanical connection (by others) of truss to bearing I ' .� This truss is de�rned in �.cGordnits the� �t capable � withstanding 1 � I� ��lf� at joint2003 International F e i enti l Code sections0 ,11.1 referenced standard NSUTPI 1, n R . LOAD CASE(S) Standard I L