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Home My WebLink AboutTRUSS SPECS 6 - 07-00235 - 585 S 4th E - New SFR� Job I Truss oJ152 Q3 FRANKLIN BUfLDENG SiJpFLY, JERQME, lD. 83338 Truss Type I ROOF TRUSS --1--0 1--0 °ty PAY TODD PETERSON 3 � 1 Reference (O ptio tial 6. 00 s Aug 1 21)06 We I nclu: # e- s, l n CE am i Plate Offsets, [2-0-3-11 -1-1 – LOADING (psi SPACING TALL 35.0Folates Increase 1.1 TC 0.1 E L 0,0 Rep Stress I n r YES 'BCDL 8.0 Code I I 0 /TP 1200 'LUMBER ITOPCHORD BOT CHORD SLIDER X 4 DF No.1 &Btr X 4 LSF No,`l E tr Left 2 X 8 DF SS 2-9-0 tiG {3.7 tl WB O.QO (Matrix) REACTIONS Ib/Size) =140/Mechanical, =364/0- - , 4W / I Max Hort =04(foad case Max Uplift =-1 0 load case , -- load case Maxrav 3= 1 (lo d case 1), 2=364(load case 1), 4=7 load case 'FORCES (1b) -Maximum o pre i /Ma im LIM Tension TOP CHORD 1T=0'62, -=-136/74 BOT CHORD 2-5:--010,4-5=010 SAV — LEE DEFL in (loc) !ldefi Lld Vert(LL) -O.dO 2-4 X999 360 Vert(TL) -0.01 2-4 X399 180 Horz(TL) -o.OD 3 nla nla BRACING TOP HC BOTCHORD Tue May 01 16:15-35 2007 Page I --T--,-- PLATES MT20 Weight: 24 fb Scale = 1 :1. GRIP 220/195 Structural wood sheathing directly applied or -1 -8 or, purlins. Rigid ceiJing directly applied or 10-0- Jl� oc bracing. NOTES 1 ) Wind: ASCE 7-02, 90mph; h=25ft; TL=4.pf1 BCDL=4.8psf,' Category IIS Exp ; enclosed; II'FI abPeend ne' �cantilever left and right expos d ; end vertical left and rihtgid` .L�rr� Tf�r tr�r �a ��e� �in� fir 10. � f� � der CSL=1. plate grip DL=1 ... This �r� requires �f �� I��rd I�� ad �or�cor�urrer�t with any other lige lea.. ) � � �r Plate inspection per the Tooth Count Method when this truss is chosen for quality �rr� inspection. Refer to girder(s) for tri, to truss onne tion . Provide mechanical connection (by others) of truss to hearing .Cate capable at pint A} rrtF`� # c ing 1 1 uplift at joint and fb uplift J This truss is designed in accorclance with the 2003 International Residential referenced standard' SUTPI 1. de sections P .11. and .1 an d LOAD CASE(S) Standard Jib Truss ,Truss Type - - J 152 Q3A ROOF TRUSS FRANKLIN BUILDING SUPPLY, JEROME, 1D, 8333$ -11-8 -11-8 JODD PETERSON 2 Job Reference tin .400 s Aug 12006 MiTek Industries, Inc. Tue May 1 16: 1 : Page 1 t_e0 ff- set§ x v : 1:0-5-8 ! LOADING (psf) SPACING 2-0-0 TCLL 35•0 I Plates Increase 1.15 TCDL 8.0 Lumber Increase 7,15 gCLL 0,0 Rep Stress Incr YES BCDL 8-01 Code IRC20031iP12002�� LUMBAR TOPCHORD 2 X 4 C3F No,9 &Btr BOTCHORD 2 X 4 DF No.1&Btr SLI DER Left 2 X 8 ❑F SS 2-7-11 3-11-8 BRAC 11- CSI TC Q.25 BC 0.{19 WB 0.00 (Matrix) REACT -IONS (Ibl i ) 1=19110-3-8, =°1 0/Mecha,ni 1, =31I echo �i Max Hor 1=1 load case Max Uplift =-1(load case ) Max Gray 1=191(load case 1), -1 60(load case 1), = load case FORCES (!b) - Maximum CvmpressionlMaximum Tension TOP CHORD 1-2=-120f91 BOTCHORD 1-4=0101 3-4=0I0 S 21 = 1:1 2 DFL in (loc) Ildef] Ud PLATES GRIP Vert(LL) -D.DD 1-3 X999 360 M�2a �20I995 Vert(TL) -0.01 1-3 X999 18Q Horz(TL) -p.00 2 nfa nla Weight: 20 Ib B1 TOP CHORD BOTCHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. Rigid ceiling directly applied or 10-0-0 ac bracing, i NOTES 1) W*jnd- ASCE 7-02, 90mph; h=25ft, TCDL=4.Opsf; 8CDL=4.8psf; Category 11; Exp C, enclosed; MWFRS gable end zone; cantilever- left and right exposed; end vertical left and right designed exposed; Lumber ��- �L- � * flat grip ��= � ,Th� truss h� ��r�� 1�. A� ��t�� chard dP�a id nonancurrnt with any other live loads. This truss requires plate inspection per the Tooth Count Method when this truss is chosen for uaiitassurance in cion, Refer togirder(s) for true to truss connections- 5) Provide mechanical Connection (by others) of truss to aria late G) This truss is designed in accordance �#� �� International� �� b� �f withstanding 1421� uplift �t ��int . Residential Code sections F 5 . � 1.1 and F 0.°10. and referenced standard AGNS I[T 1 1. LOAD CASE(S) Standard 0 Job Trus. J952 ,Q4 i FRANKLIN BUILDING SUPPLY, JERaME, Ia, 83338 F Plate offsets "XPY: 2_'0-3-11,0_1_1.L_ LOADING (p P A r I Truss Type ROOF TRUSS -1--0 Qty Ply Ply TPETERSON �3 L Job Reference o #ional] 6.400 s Aug 1 2006 N(i'�ek industries, Inc. --1 1--o --1 I r --1 -- TALL 35.0 �It I ��fl DEFL ire (Io) I/deft L/d TCL _0 � � _ T 0. Vert(LL) t(LL) -0- 01 _4 360 I��rr��r Increase �i ,1 . BALL 0. M StressRep Ir�cr Er Vert(TL) -�� - � 18C)� B 0: 0 Horz(TL) C) -. Oo B DL . 0 Code I F 003ITPl 0 �� n/ LUMBER IUP CHORD 2 X 4 QF Nn.3 &B#r BOT CHORD 2 X 4 DF No.1 &Btr SLIDER Left 2 X 8 DF 5S 3-6-10 REACTIONS l / i e 3=198/Mechanical, cal, = 1 /0- - a =4 1/Mechanical Max Hort = 4 (load case Max plift =462(load case,5), =- load case Max Gray 3= 1 8(load case 1), =4 1 (load case 1), - load ease FORCES (Ib) - Maximum Compr ion/Max r um Tension TOP CHORD 1-2=0/622 2-3=-164/105 .BOT CHORD 2-5=0/0, 4-5=0/0 BRACING TOP H RD BOTCHORD Tue May 01 1 ,15.36 2007 Page 1 Sr,alei 14-24.99 PLATES GRIP MT20 220/195 i Weight: 30 lb Structural wood sheathing directly applied or 5-3-15 oc purlins. Rigid ceiling directly applied or 10-0-0 ac bracing. NOTES 1 nE -00mp' h= Vit; TDL=4.0�' � � CDL -- .psi, Category Ila Exp ' enclosed, MWFRS gableend gin' cantilever left and right exposed end vertical left and right pDesch Lumber DL=1 .platerip DL=1 _.) This truss has be -en designed for a 1�� f ��tt�n h�lg load nnconcurrent with any other live loads, ) This truss requires plate inspection per the Toth Count Method when this 4) Refer to a rd r far tru to tru con ria is n for quality assurance inspection. r�t��l. Prcvide mechanical connection (by others) of truss to bearing plate Capable of �ths - at joint . r�+d�ng ! uplift at joint 3 and 6,5 If uplift This truss is designed in accordance ith the 2003 lntmational Residential Code sections F0. �f �f .1 end I►�.1 �. referenced standard l IITPI 1, r�� ;LOAD CASE(S) Standard Job � Truss J152 ! Q4A P-1-%aL.- rF h' AN LIN 13UILUINUSUPPLY, JEROME, E, I D. 83338 (Truss Type j ROOF TRUSS 1 Qty o Fly 2 1 1 .00u TODD PETERSON 12006 Wek IndusMes, Inc. —TueMay 01 16:15:37 2007 P%L %.ff J i 5-1-1 5x6 0—LOADING (psi TOLL TDL ti^. 0 BOLL 0.0 SPACING 2,0-0 Plates Increase 1.1 1 Lumber Increase 1.1 Rep Stress I n r YES C L I Code II 0 /TP[200 'LUMBER TOS' FAD 1 13 T H RD SLIDER o CSI DEFL l/deft in I0) Lid TC i ,Vert(LL) 0,01 999 360 BC 0,15 v r t(TL) -0, 1-3 >999 180 WB 0.00 H rz(TL) -D.00 2 n/a n1 (Matrix) i Page 1 Scale = 12 . PLATES GRIP" MT20 2201195 VV ig [¢ 26 lb BRACING 2 X 4 DF Na.1 &B#r 2 X 4 OF hla.1 &Btr TOPCHORD Structural wood sheathing directly applied or 5-1-15 oc purlins. Left 2 X 8 17F S5 3-5-5 BOTCHORD Rigidceiling directly applied or 10-0-0 oc bracing. REACTIONS IbI i e) 1=25210-3-8, =21 a hani call = O/ le hanical MaxHorz I=1 load case Max lift=-17Iad case ) g Max Gray 1= Io d case 1), = 1 (load case 1), = 0(lo d case FORCES lb - Maximum om re ion/ l imum Tension TOP CHORD 1-=-,14911 1 130T CHORD 14=010, :3-4=010 OTE psf, E D L=4. pf; Category 11, Exp Q enclosed; MWFRS gable endzone; cantilever left and right exposed -end vertical left and right exposed; Lu s her D = a ) Thistruss has been designed for a `10.0 f bL 1. plate grip �L.�--�_� 3) This bottom chord live load noncon urgent with any other lave loads, truss requires plate inspection per the Tooth Count Method when this truss ` Refer �� I hoer, for qualityassurance xr�petic�r�. girder(s) r(. for truss to truss onnec tion . Provide Mrechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift - This trussrs ciigned in accordance with the00International Residential Code �t joint, referenced tand rd N IfTPI' I. � .�1.1 and at I� LOAD .E() Standard Job 1J152 Truss 'QJ FRANKLIN BUILDIN5 SUPPLY, JEROME, ID. Truss Type ROOF TRUSS 83338 2x4 11 1 WLY r-ly JODD PETERSON :14e I. Job Referenm (option ah .,+ULr� W u IVII I eK Industries,Inc Tue May 01 1.1;7 2007 '--' 7--0 1-- 2x4 V Plate Offsets mJLEqge, _ l �— L U1 (Psi ASPACING 2-0-0 T LL 35,0 Plates Increase 1.1 TDLf 8.0 Lumber Increase 1.1 BC LL 0.0 Rep Stress I nr YES BC DL 8,0 Code I 02003 TP 1 00 LUMBER TF' CHORD 1BOTCHORD WEBS SLIDER X 4 DF No.1 Btr X 4 DF :e.1Btr DF t u d]td .eft 2 X 6 DF SS 3-9-15 CS1 DEFL in {loc} Ildefl Lld PLATES TC 0.52 Vert(LL) -O.QS 3-5 X999 360 " MT20 BC 0.24 Vert(TL) -0.12 3-5 X583 180 VVB Q•ofl Harz(TL) 0.00 3 n!a nla (Matrix) Weight: 37 !b REACTIONS Ib/ s ) 5=280/0-2-8, 3=45410-5-8 Max Horz 5=-234(load Ia pfift =-11 load case )a 3=-1 14(load case w w FORCES Ib - Maximum Compression/Maximum Tension TOP CHORD 1-5=-2331144, 1- =-'143/1 0, 2-3=- 1 93/10 , 3-4=0/62 BOT CHORD 3-5=-76/216 13ItN TOP CHORD BOT I D page I Scalel° I GM1P 220/1 95 Structural wood sheathing directly applied or 6-0-o oc. purlins, except end `Verticals. Frigid ceiling directly applied or 10-0-0 oc bracing, NOTES 1 ) ind: ASCE 7-02,; 0rn ph; h=; TD L-. Of,BCD L=4. f• Category cantilever land right a osed • ridexposed;iMfr Exp , enclosed; I:F ��I end �r�� vertical Deft and rightLumber DOL=1.33 piate grip D L=1. T This truss has been designed for a 10. 0 P f bottom chord live load non ncurr Tl�i truss r��ir filet inspection�r the Tooth e ent with end other liveloads. Providemechanical�p�r�t Method f�rx this tri i�r� for ��el�t �.�rrer�e inspection. connection (byothers) of tri to bearing pit at i�71�1te � Provide mechanical connection (by others) of truss to bear[ngFfat capable ofwithstanding 1 I s la t j joint end Cuplifat joint This truss is designed in accordance its the 00International Residential . referenced standard N I/TPI 1 • �d �tlonR502,11. ? and 02.10.end LOAD CASE(S) Standard J Jab TrusS I Truss Type J 1 52 i QR1 ROOF TRUSS FRANKLIN BUILDING 5lJPPLY, JEROME, ill. 83338 --11- 3-11-0 -11-0 'lY TODD PETERSON --- 1I � ,I Job Referencp (optipr� � 6.400 s Aug 12006 MiTek Industries, Inc. Tue May 0116,15.-38'-2007 Page I 7--7 -7-8 11-5-7 -11-0 XV -11-o 2x4 H U5 — 3x5 - --7 -11-0 -7- Plate Offsets------ (�IJY-� 2.0-5-1 JL �. LOADING (psi SPACING -0- T LL a Plat Increase 1.1 T -N� �� T DL 8.0 Lum ber� Increase 1.15 � LSC 0.32. 'e (LL -0.02 BL'L 0.0 F e tre In r Vert(TL) - - BCDL 8.0B 0,45 H rz(TL) 0.01 7 Code II 00 ,�TI�I 00 (1 1ntri ) rL'U--MBE—R TOP CHORD 2 X 4 DF No.1 &Btr BOT CHORD 2 X 4 DF NoA&Btr EB X 4 DF Stud/Std SLIDER Left 2 X 6 DF SS 2-1-12 REACTIONS (1b/size) =10671 ' chanical, 2=840/0-6-1"3 Max Hort =(Iad ease 4) MaxUpli 7=:- 87(load case , =-1 Jead case 13RACING TOP MD ESOT CHORD FORCES (lb) - Maximum o pr ionlMa i um Tension TOS' FS I 1-2=0/61 , -3=- t , 3-4=-845114, 4-5;---747/58,5-6=-192/113 252 BOT CHORD =-289/705,8-9=-28'9/705,-8=- 71 a -�'-� l . WEBS 4-9-01107, 4-8=-95/2, 95/2, -8=01259 t 5-7=-8a5/398 Vdefi >999 9 n/a i Sa[ = 1:30-41 -11,- Ud PLATES Ff P 360 MT20 220/195 180 n1a ''eight. 68 Ib Structural wood sheathing directly applied or -0-0 oc purlins, except end verticals. Frigid ceiling directly applied Or 10-0-0 oc brig. TE � ir�d; E -02- 0mpha h=ft; TDL-4.Cpf; LCL -4. sf cantilever left end right exposed • � a ctcc 1 I ; E ; enclosed; FI gableend gin; end vertical left and right exposed- Lumber COOL=1.33 plate grip D L= This trussha been designed for 10.0 p f bottom chord lave load n'on �1, a nc��`rer�t its any � �tl��r �e� fe�d- Thitruss requires plate inspection per the Tooth Count tbodh - n ��i tau Is chosen for quality ..��'n� ins tl�n. 4) Refer t girder(s) for truss t true connections- � i Prow -de r -n echanrl connection (by others) of truss to bearing la - uplift at joint tc I of Withstanding r dire 1b u lif t jeirt nc fib. This truss is designed in accordance with the,2003fntcrnatienali referenced standard N IITPI 1. +�ential Code sections 1 � 1 ��d � . � 0.2 aid 7) 1n the LD Esection, toad applied t� tl�� face ce of the truss. are noted as front F) or bask B. LOAD CASE(S)SStandard 1 Regular- Lumber Increase,=1.1 , Pf to 1nr a =-1. I Uniform Load p l Vert: 1 - - - Trapezoidal Load p[ Vert; 2=0(F=43a B=43) -to -6=-246(F=-80, Bt;- - F Job Truss Truss Type i J'f 52 I QS i FRANKLfN BUlLpING SUPPLY, JEROME, ID. LOADING (ps� TOLL 35,0 TCD L &0 BGLL 0.0 ECRL- 8.o LUMBER TOP CHORD BOT Hl I m I "ROOF TRUSS 83338 _ -- — --- � qty - -TfyTODD PETERSON . Jab Reference a tions!) 6.400 s Aug 12006 MiTek Industries, inc. Tue May 41 1fi:"i5+1$ 2007 Pigg 1 1-- 4-- 'ACI -0-0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress I n r YES Code IRC2003ITP12002 X 4 OF No. 1 &Btr >999360 DF No. 1 Btr e CSI DEED, TC 0.21 BC 0.11 B 0. 00 (Matrix) 3 REACTIONS (Vsize) =1 3211VIechanical, 2=37610-3-8. 4=31/Mechanical MaHort 2=128(load case Max Uplift= 4(iad case T =-1 33(load case ) Max Grav 3=1 (load carie 1) r 2=376 (load case 1), 4= 71(load case FORCES (ib) - Maximum Compression/Maximum Tension TOP CHOIR[) 1-2=0159, -=-92/46 BOT CHORD 2-4=010 Vert(LL) ' rjl- HorTL -- 4 -- in (Io) I/dfl Lid -0.01 2-4 >999360 -0.02 2-4 >999 180 0.00 3 n/a n1 B1I1 TOP H RD BOT CHORD PLATE TO S ca le = 1:12. i '''eight; 15 Ib IJP 220/195 Structural wood sheathing directly applied or 4-2-9 oc purfins, Frigid ceiling directly applied or 10-0-0 oc brazing. inn. NOTES Wind:,ASCE 7-02; 90rnph, h= ft; TCDL= , 0P f; B L L= . p f Category 11; E� . enclosed; MWFRS gable rd zone; cantilever left and right exposed ; end vrt�al lift and right .Lumb r l L=1. plate rd DLy1., .) This truss has been designed for ° .0 p f bottom chord ligload Ponconcurrent with any other live loads. This truss requires Plate inspection per the Tooth Court Method when thistruss uis chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others)of tri to bearing plate capable of withstanding 4 Ib uplift t joint and 1 lb uplift �t joint ��ift This truss is designed in accordance With the 2003 f nt rnati nal Residential o de referenced standard ANSI/TP1 1, tinR502-1 1 -1 and R802.10.2 and LOAD CASE(S) Standard Job Truss Truss Type ! Qs2 � ROOF TRUSS FRANKLIN BUILDING SUPPLY, .IEROME, ID. $3338 -1 -,0 1--0 � Qty PAY ITODD PETERSON' -- 15 .- � Job Reference (a tp ianal� f 6,400 s Aug 1 Zoos METek Industries, Inc. Tue May 0116''.15:39 2007 Page 1 �- --9 i W LUMBER TOS' CHORD ET CHORD C-l't — SPACING 2-0-0 Plates Increase 1 .1 Lumber Increa e 1.1 Rep Stress I n r YES Cade 1RC20031TP12002 4 DF 7�9DIN L/d 'CLL 35.O TSL I 8.0 , BOLL 0.0 ECRL 8.0 LUMBER TOS' CHORD ET CHORD C-l't — SPACING 2-0-0 Plates Increase 1 .1 Lumber Increa e 1.1 Rep Stress I n r YES Cade 1RC20031TP12002 a !CS1 4 DF No.I Btr L/d TC o_8i rt�LL) --0.1 -4 a !CS1 DEFL in (lo) Ildetl L/d TC o_8i rt�LL) --0.1 -4 >674 36D BC 0,37 Vert(TL) 0.28 -4 >306 180 °VVB 0.00 H'orz(TL) -0.00 3 n/a n1 Matrix REACTIONS (I /size) 3=291/Mechanical, 2=53110-3-8-,4=58/Mechanical Max Hort 2-1 7(load case Max Upli =-1 load case. )r 2=-1 (lo d case Max Grav 3=291 load case 1), 2=531 (load case 1) p =1 1 (load case 2) i FORGES (Ib) - Maximum CompressianlrVlaximum Tensfon TDP CHORD 1-2=0159,2-3=-1491105 BOTCHORD 2-4=010 BRACING TOS' CHORD B T H R PLATES W20 Weight: 24 115 scale = i -I m e GRIP 2201195 Structural wood -sheathing directly appi led or 5-3-4 oo purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. i c MOTES ° 1 ) minds ASCE 7-02; 0mph; h=ft; TDL=.0� �� Ls4_ ��; Category 1 I t Exp. enclosed; MWFRS gableendzone;cantilevertil��r left and right od ; end vertical Jeff and right exposed; Lumber D .L=1. fate grip DOLS 1.33 2) This truss has been designed for a 10.0 pt bottom chord live load nc)non y. This truss requires plate inspection per the Tooth rpt Method when this oth fouurrr�t Frith :n other�i�re loads. truss is chosen for unlit assurance Refer to girder(s) for truss to truss connections. inspection. potions, ) Provide mehn ical con rieotion (by other of true to bearing Int capable uplift at joint 2.of �tf st � 14 I upl� t j int r d 1 r I truss is designed in accordance with the 2003 International Residential referenced standard ANSUTPI 1 _ LOAD CASE(S) Standard i Joh I Truss Tr. a ass Type IJ152 I R -ROOF TRUSS _FP-L1N ffLtlLDl DPF'L' j —r=F ID. 83338 � - I --1 3-7-13 v#Y Iply �TODD PETERSON 22 - ;Job Reference o tianal � 6.400 s Aug JZ 2D66 Mi7ek Iradu�stries Inc. Tue May 01 16;15:39 2007 Page I -- 2x4 11 U5 11 4x6 4x8 I1 4 3-7-13 -7-1 ,4- P I a te ets (X, Y): Lj�' �_ 1 - 1:�, 0-0 - 0 -6 -4.0 -2 - 0 tea.. � LSC �PSPACING ' �- �' I D E FL I n (loc) I/d'fl Ud TALL . 0 Plates Increase 1.15 T . � I Vert(LL)-0-02 PLATES AYES GRIP TDL _0. Lumber Increase 1r1 0. 360 IT 2201195 BCLL 0-0 Fp Stressfrcr �t TL -�.� 1- >180 BL � H�r� TL �.� 4n/ rCdIRC20 0 Scale = 1:22.8 ILUMBER TQP CHORm BST CHORD WEBS I SLIDER X 6 DF SS X 4 DF told/Std Left 2 X 4 CSF Stud/Std -- EA TIONS Ib/size) 1=2447/0-3-8,4=265:5/Mechanical MaxHort 1=143 load case 4 MaX Llplift'l=-687 Io d case , 4=- 1 to d case 4 FORCES 0b - Maximum om pr _0P/Ma. j M Lim Tension TOP CHORD 1-2=-16401477F 2-3=-30/46P 3-4=-47/15 BOTCHORD 1-6=-378/11221 5-6=-378/1122P 4-5=-41311240 WEBS B - :- 411 P 2-4=-23251719 BRACING TOPCHORD Structural wood sheathing directly applied or -0-0oc except end verticals. purlins, E T HORD Pigjd ceiling directly applied or 10-0-0 oc bracing, NOTES 1) 2-plytrussto be connected together with 1 0d. 1 ,� ,r Toherd � 1 nails f�ll�: connected ted follows, X 4 - 1 roar at 0-9-0 0C. Bottom chords connected as follows: rows at 0-7-0 c. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 0C. 2) All loads are considered equally applied to all plies, except if noted as fret F or Pik to pf connections have been provided t distributearil back (B) f�� in the LOAD �►;�� c��. I� n��d �� E r B)s unless otherwise indicated. 'indr ASCE 7-02; 90rr,ph; h -ft; TIAL-4.()pf, BLL=4. ,- at o ry 11; Exp ;enclosed; MWFRS gableend zone;ntalver lit and right exposed end vertical left and right exposed; Lumber D L=1. late rr D 4) Provideadequate drainage to pr �r�nt ter ��ndir� . � � �' L � . . This truss has been designed for a 10, 0 p f bottom chard live the IO2 . T�1 tr�u� r�urr� �I�t� il� ��t�r� SIR d no.nconurrr�t Wirth any other liveloads.To Tooth Count Method when this tri, I I chosen for quality assurance inspection, ��i �� Refer girder(s) for truss t� truss s. i ) Provide r'r'rhanIaJ connection (by others) of truss to berirr late ' uplift at joint 4, �' � a pable of withstanding 8lb uplift at joint 1 and 819 lb This true is dine in accordance with the 2003 Intrrrationafi referenced standard NS TPI 1, dent[al ode sections R502,1 1.1 and.10. and 10 Girder carrIes tie-in span(s): -4-0 from -0-0 t 11) Girder carries hip end w1th -0-0 right side setback, 3-7-13 left side setback, and -0,0 end setback. 1 ) Hnr(s) or other connection device(s) shall h provided er�'�]' {� �y j at 3-7-13 on bottom chord. �If�+int � �� n��r�t� �� lil ��-• � �� Th de i r�i el tion of such connection device i the responsibility � I� �p � �.p��r��i�i lith of other. 1 LOAD CASE(S) Standard I I !Continued on -pa e 2 _j JOS lTruss`— TRl uss T J152 Rl a FRANKLIN BUILDING SI.JPP�Y, JEROME, ID, $3338 YPe — F TRUSS LOAD CASE(S) Standard 1 uIar: Lum Ler Ia r a e =1. 5, Plate Ia rea e_ 1.1 Uniform Load (R'I Fart, 1-2'=-86, - =-P - =-4 F=43)7 1 - =-706 (F=` 9 0) i 4-5=-843(F=-827) Concentrated Load lb Fart: =-7(F Qly T"��IODD PETERSON 2 Job Reference #aonai 6.400 S Aug 1 20-06 MiTek Industries, Inc, Tui May 01 16- , 15.39 2007 Fags Job Fr -12 s fTruss Type _- J152 - J 152 I R p ROOF TRUSS Oty 2 FRANKLIN 6UILDING SiJppLy�jE—ROM E, !D, 83338 Plate Offsets I LOADING (ps� SPACING 2-0-0 TCLL 35.0 Plates Increase 1,15 TCDD 8.0 Lumber Increase 1.15 BCLL 0.0 Rei Stress Incr X10 � BCDL I 8.0 � Code IRC20031iP12002 +LUMBAR, TOPCHORD BOTCHORD WEBS SLIDER 4 DF I` oA &Btr ,DF SS X 4 DF Stud/Std Fight 2 X 6 DF SS 1-10-1 -11-0 2x4 11 -11-0 i Ply 'TODD PETERSON A2� �J Reference J nal 6.400 s Aug 1 2006 M7ek lndustriesa M6,_ 5-10-0 -11-0 V REACTIONS Ib/size) =258 /Mechanical, 4=258910-3-8 Max Hort =- 1 load case ) Max pljft=-0(1od case 6), 4=-7(load case 11-0 -11-0 1 TC 0.31 13C 0.28 0.60 (Matrix) FORCES (Ib) Maximum Compression[Maximurn Tension TOP H R D j -6=-148179t 1- = 99/8932-3=-1992/466,3-4=-2067/460 'SOT CHORD5-6=-320/137814-5;-320/1378 WEBS 2-6=-2031/569p -5=-589/2720 -10-0 -11-0 4x6 11 01 [TEFL in 10 I/d f1 L/d Vert(LL) -0.01 - X60 Vert(TL) -0 . 02 4-5 >999 18C) HorTL) 0.00 4 n/ n/ BRACING TSP CHORD TH.D Tue May 01 16:15:40 200 Pa _f1,_ PLATES MT20 Weight., 85 lb .IP 220/195 Structural wood sheathing directly applied or -10-0 cc purlins. except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1)2 -ply truss to be connected together with 1 O (0,1 1 "x311) nails as follows: Top I�ord connected f � follows: X - I roar at 0-� -0 0c. Bottom chords connscted @,s follows- 2 X 6 - 2 rows at 0-7-0 or. Webs connected aS follows; 2 X 4 - 1 row at 0-9-0 cc. SII loads are considered equally applied tO all plies, except if noted �s front int (F) or baB) face in the LD E(S) section. DIY to ply connections have been provided to distribute only loads noted as (F) or (B), unlessotherwiseindicated.�nd: E 7-00J�ph9 h_� T � L=�Op f' BC p f; Category Ila Exp ; enclosed; MWFRS gableend zone;antiJvr left a nd right exposed ; end vertical left and rig it ped, L�rn�r ALL �,pJat grip DOL= 1. 33. 4) This truss has been designed for a IO.0 p f bottOm chord Jive lead noncon � Thistri r��ir� p��t� inspection�r tl� Tooth �� current +tJ� n other live loads. � �Ittr�d ��n this true is chosen for quality Ftp �s�r�n inspection. Defer to g i rder) for truss to truss connections. ") Provide mhnical connection (by other of truss to bearing plate �f withstanding 0 Ib uplift t joint rtand .Cblift joint 4- 8) This truss is dined in accordance with the 00International Ii a referenced standard ANS]rFPI 1. Residential d sections F ,11.1 d F 1 and Girder carries tie-inspan(s): -0-0 from 0-0-0 to 5-10-0 LOAD CASE() Standard 1) Regular.- Lurn ber Increase -I � 15, Flats I nCr 2 =1.1 Uniform Loads (ply Vert. 1-4=-86. --4 (F--809) i a JOb 11 ru T � X1 FR1 Ll L� �l1l PLYs i LOADING (ps{} TOLL 35.0 � TCOL 8,0 6CLL 0.0 BCDL 8,0 i- 2x4 P � 1 ROOF TRUSS -1- 7-1-0 rry I U130 PETERSON-� Job R eforence (Optional) 6.400 s Aug12006 MiTek Industries, Inc., Tue ISIay 01 16:15:40 2007 Page -1 .. 1-6-o 7-1-o 7-1-0 SPACING�--..-- 2-0-0 � CS!i DFL in (ioc) Plates Increase 7.15 Lumber Increase 1.15 Rep Stress incr YES Code IRC20031TP12002 ;LUMBER TOS' CHORD 2 X 4 DF N . I Btr BOT CHORD D No.1 Btr VVEBS 2 X 4 CEJ= Stud/Std 1 BC 0.33 Vert(TL) -0.22 2-4 WB 0.0o � Norz(iL) 0.00 2 {Matrix} Ta(lb/size) 2=51210-3-8 Max Hort -1 (Io d case ) Max U p1+ V=-87(load case , =,1 620oad case FORCES (1b) - Maximum Compression/Maxim urr7 Tension TOS' SIC 1-4=-.274/120,. 1-=-142/99, -=0/59 BOT CHORD -=011 53 Scale = 1 1.11 id fl Lid PLATES IJ' 81 360 TO 2201195 >373 180 a n/ Weight: 27 1b T ri (;HORD Structural wood sheathin directly applied or - -0 !�� cc purlins, except end verticals. SOT H ICS Rigid ceiling directly appJ i d or 10-0-0 oc bracing- I NOTE; �r�tdl�r �� c� p , Category�� Exp enclosed; f''FI gable end right exposed ' end vertical left and right exposed; Lumber DOL -1.33 r�� ) This true has been desiaecl for �i 10 . psf bottomchord lig �I�t grip CSL 1,. I��d r��r��t��,rr�r�� '�tl� any other I ive Ioad.Thi tri requiresalt inspection per theTooth Count Method h this gar for litassurance- - inspection. 4) Fir to girder(s) fir truss to truss connections. Provide mechanical connection (by other of truss to bearing plate capable f Withstanding in at joint �' I� ��lift �t joint4 and 162 1b uplift ) This truss is designed in accordance with the. International referenced standardANSI/TPI i, Residential sections F . _ and i[ _ r I LOAD CASE(S) Standard J o b Truss 7russ Type J152 'XRT ROOFTRUSS � FRANKLIN BUILDING SUPPLY, J�ROME, ID. 83338 T E 1 -•-0 2 -- --0 5.15 FI -2 4--0 0-- 2-10-1 I—P I —at Ei-O _ffs e ti -55Y-1, r 9 E (0).- 111 n h LOADING (psi SPACING -0-0 CS1 ITCLL 35.0 Plates Increase 1.15 TSL ,0 LT ��4�i j Lumber Increase Pt -7 GULL 0.0 DL 8,0 F Rep Stress 1 n.r NO VVB 0.1 Code I 00 r'TP]20 L�U1lt r.!K _ TOP CHORD 2 X 4 DF No. 1 &Btr SOT CHORD 2 X 4 CSF o.l&Btr 'EBS 2 X 4 DF Stud/Std WEDGE Let, 2 X 8 DF SS REACTIONS (Ib/size) =523/Mechanical, 2=49010..6-1 Max H orz 2=1 I oad case 4 Max Uplift =-1 (load , =-1 (loa case FORCES 1b - 2XiMUM Ompression/Ma irnu Tension ' TOP H D 1-2=0159, - =- J3-4=-1061'7414-5=-252/153 BOTCHORD 117 '454, 5-6=-1 17/454 ''E BS 3 -6;-- 011731 _6=-506/1 1 0aty ply ITO D D PETERSON 2 g` 6.400 s Aug 12006 MITek Industries, Inc. Tue May 01 1 ,1 ., 41 2007 P- fie s -4 -11- 11 Scale E 0 2x4 � W2 - 2-4 Vert(TL) -0.0 -6 > 99 180 M720 2201195 Horz(TL) o.01 5 n n/ Weight: 42 (b BRACING TOPCHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling direCtly applied or 10-0-0 oc bracing. 1 3x5 i NOTES 1) VVirid. ASCE 0T 'mph; h -ft, TDL=4.Opsfa• BDL 4.pf" Cate ory I; EX Cosed, WF.S gableend zone;aftllever left and right exposed - endveti l left and right exposed' urnber DOL=1.33 late grip �L=1. .This true hbeen designed for a 10. 0� f bottom chord I��r��r�nt �th any other live loads. ) This truss requirpIate inspection�- the Tooth t. f'tdn this truss is i r- fc 4) Refer to girder(s)os rd r s for trust. to trussconnections,C��Irt assurance inspection. Provide mechanical connection (by others)of truss to part U lift t joint 2. bila f withstanding � a Nit dig �� Ike uplift �� r�t �r�d � �� This truss is designed in accordance with the 2003 Ind r r� referenced tandard' I��TP1 1 F natil Residential dsections 1,1 and R802. 1 0. 2 and 7 In the LOAD CASE section, loads applied to the face of the truss are noted LOAD CASE(S) Standard 1 1Regular. Lumber la r a e=l.15, Plate Iu rease=11.1 Uniform LDad (lei Fart: 1-2-z-86 Tr2pezoidaf Loads (p1