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Home My WebLink AboutTRUSS SPECS - 07-00362 - 768 Johnson St - New SFRIt R -U L 07 0036-2 768 Johnson -Snake River Homes C) N MY r 1 LO r -I 9 ft Tess, S t Anthony, I1), Mark Marigum 642- -- 11-4-7 5-1-1 1-4- truss Type - at n -1- &B A/ Qty MY oNAKE RIVER HOMES -1200 11 � fob Reference o Vonal 6.300 s J A 111 20 06 MiTe k Industfi e . Irl C. Tue A ug 07 0 r .1 3 �e 1 1 — 2-7 -1- Plate LUMBER TOPHORD 2 X 4 SPF No. ROT CHORD 2 X 4 SPF No.2 'EBS . 2 X 4SPF tUd 3x4 ` �JA = 6.Xa -3 SPACING -0-0 Plates Increase 1.1 Lunar ITIrrease 1.1 Rep Stress lnrr YES Code i P ?2002 17-9-4 -- 1 2'5-5- 7-7-12 CSI i T 0.66 T .LL 35.0 TDL 8.0 BELL 0.0 BILL 8'a LUMBER TOPHORD 2 X 4 SPF No. ROT CHORD 2 X 4 SPF No.2 'EBS . 2 X 4SPF tUd 3x4 ` �JA = 6.Xa -3 SPACING -0-0 Plates Increase 1.1 Lunar ITIrrease 1.1 Rep Stress lnrr YES Code i P ?2002 17-9-4 -- 1 2'5-5- 7-7-12 CSI i T 0.66 DEQ - ri (! oc) det1 BC 0.53Vert(TL) Vert(Ll-) -!0.14 9-11 >!999 B 0.99 -0. 34 !9-11 >593 HOrZ(TL) 0.02 13 rva (Matrix) nd(LL) 0-07 1-15 >999 IR"ONS Ob/ssze 1=,' - - , 13,-2416/0-3-13 (inpm 0-3-8 MaxHort 1 � 1 (load -case �9=659/0-5-;B M ax UPI iftl �=�1 25(lo � ad case ), 1 T 00ad Case ),=-228(Io ad case ) Max G rev 1=671(load case ), 13=2416 (Bled case 1), =78 (load case 1 BRACING TOP CHORD 60T CH O RD WEBS 3x� 34$7 - am LJd f PLATES 860 I MT2D 1$Q n1a t� 1 fu RIP 1 9'144 tru tural Food sheathing cf1rectly applied or -11 -0 oc purlins. Rigid ceiling directly applied or 6-0-0 ec bracing. 1 Row at midpt 4-13,5-13 FORCES (lb) - MVMUM CompresslorVMaximum Tension TOP CHORD 1- 10711210, 2-3=-6491142, -46-4 1,�J .8- 4-5=- / o -6`=- 6-7=-343/275 ia �r SOT CHORD 1-15=-208/9M � � � , �- =`�i ��1 7-8=-501i249,8-9--934/215; 9-10--0/50 .��, 1 �-�=�.� �-�4` ��r 1-1 �=-��1 , 11-1 =��1 �' 11 =_ WEBS -15=-536/228} 4--15 68/5. 7, 4-1 - 963{2n3 5-13=-1165/20816-13=-9o2/277;147 0 6-11=- 1 NOTES 1) Unbalanced rOef live loads have laeen considered tQr this design, 'Wind. ASCE 7-02; 0fln p : h = 5ft, T DL=4 t, B d L=4.8psfCategory 11; �ertl deft and right � a Lumber � �=i.33 date grip D,L=1. T endda F gable end Zone, cantilever left and right e �used end This truss has been designed for a 10.0 psf bottomchord live load nor n €�rr�ent r � Ti�as truss requ� res ate � e � +�rt� ars other ix�e i��ds� )WARNINGsr lie k on per the Youth Count Mathud when this truss is chosan for quality u ire d bearing size at Jur nt(s) 1 reate r than inpu t bearing si z _ � a �assurance inspection - 5) ) Provide mf7a n int connection (by Others) of fres to bearing late !� � P a be of withstanding 125 !b uplift at joint 1, 9I#� ��lfl't atjoint � � and l joint Th is t russ i s deli reed i r� ao�rda r�ce itl-r t h a 00Cr�terr� alional Resrde r� f � � I ��t �t P' . a e section F�,��.11.1 a rid R802.10.2 ar�t1 refers rtced tar3de rid NI,�P�f 1 LOAD ) Standard -1- I Job 11881 Tr 6o ,bummil r rusSr St AWho n , JD, Ma rkjOfrQurn Illi-.�� LOADING (pst) TOLL +35.0 TDL 8. BLL 0.0 B DL &0 4-7-8 1;0 -- -- 0:y E SPECIAL r I � E -rt oo -duu s J u 111 20 06 M iTe- k Inutrie, 1r•�, Tue Aug 07 0:3.-i 11-3-1 17-3-12 23- - _- 4--'- 1 A -A. - I I 1 -- 23-8-6-- i -- 4- -8 _ --11 SPACING' -0-0 Plates Increase 1.15 Lumber increase 1.1 Rep Stress I ncr YES Cade I R 0 " P1200 LUMBER TOP CHORD 2 X 4 SPF No,2 130T CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except' TC w90 BC 0.79 B 0,97 (data) REASONS (lb/size) 15=2214/0-5-8. Max Hort 15=1 1(foa d case 5 Max UPIM1 4 -5 4�load case ), `! 0=-, 7(load case ) DEFT in (Ioc ert(LL) -0.21 13-1 art jl-) -0.52 13-14 Ho(`f L) 0. 17 10 Wind(LL) 0,11 13-14 BRACING TOIL CHORD SOT CHORD EB Ltd 360 180 rVa 4 PLATES MT20 'elght,' 133 1b RIP 197/144 Structural Wood sheathing directly aWied or 2-2-0 oc purlins. Rigid ceiling directly applied Or 6- -0 oc bracing. 1 Row at midpt -15 F R Iu (Ili) - M ORD +ter icy � r� ompr`essior/l' j morn Teras eon TOPCAB T RD2-15==-771/503, 14-15=- 119/1748, 13-14=-79/1680t 1 -1 =- /2592 10- � �-�=r� 9 1575, - = �� , - �- , -10� � � ,10-11 -�[}� � EBS 3-15=-530/240,5-1-5=-3133/W, =14=0,141-14=ID,(08'NOTES I -1= -07/855J7 -13=---5()5/226j 9-12=0/1 60 1) Unbalanced root live joa(js have been considered for this expo' design. rd: A 7-0; 90rphh=; TGDL=4-psfr �DL=4.8f• Category 11, Exp I ; FI end ; cantilever a a i ht �s end left and dght p ,s Lumber L=1.� ata rip DGL_1,�.This truss not designed to support rt a ceding and is not intended fOr use where aesthetics are a�0 This truss has been designed for a 1 . sf bottom chord live load n r r� rr iderati n. This truss r uireate irtis cfior� ,� o n � with a� ��l��r J�� 's loads. Per the Tooth Count Method when this trans is chosen for quality assurance 6) -Provide mechanical connectior9 (d others) of truss to bearing plate C a f withstanding � q} uplift ft ir15 �sp�otto{y . ) 1 1 CIS truss is desion..:F4 f 1n ; r�'rIrt 7 3nr-i£3 %&Pi4k 4,6. %7�.f' ^,-i 1_l -... , ., d — _ + 1J •�.,� �Pt �'�.�11 It J � ri 4 T 1.II GX jtJII At J V. e ritial Code sections R:502-11 .1 and R802,10.2 and referenced standard ANSUTpi 1, Job Truss ..fuss T 1pe 1 881 AG GABLE PPYE1 [t Trus s, St An th o nyo ID, W rk Mangum 17-3-12 17-3-12 4x4 = Job R%ff rnce o #ionaf 6.300 S JUI 11 2006 MITek Industries, IreC. Tue Aug 09:23:17 2007 F -7- 1 7--1 20=t=237/34 -7-8119=70/34-7-S, 18=49o/34-7-8,,17=197/34-7-8 0 Y -7, , 22=196/34-,7- Max HOrz I =88(lo d case ) r ), 28=-57(load cas e ),30=- 0=-(1o�d rase5)3 , 1=-1 (load as ), =-1 �Ioad ase -�1 �l��da), _-Coad GaSe ), =-7(load e ),=-68(ioad 0�-1�road , 18�.-142(foad e ), 17v�14(1oad ca ) 3�a rav1=17(ld e 1), 5=1 Iod 1�a X11 (load s�- 9 ), =206( 10 ad � 1), 8= 1 97(load casea i d 1), �7I a se 1�a = Ioad se 1), =197(load case 10), 0= 7(Ioadcase 1)r 1 =70 lba� Baa 1 �_ 1-��nn� .7 -§ ��n- _ � ,�(Pad ca1�, 24=211 (load RIE(lb) - M aAmurn Compressiortimaximurn fin ion IT Vv�tu CaSe 1) T'OP CHORD 1-2=-I 1 [7 T - �--7 , --4=-35'88, 4-5=-49/110, ,6=-41116-7=48/1427 11-1 =--48/11 , 1 -1 -4 "7, 13-14= 49 '70, 14-15='35.49 1 -1 =- 7-8=-48/1 , 8-9`48/191,9-10=-48187,10-11-481152, H l 1-32-0/101:o f-' =0/JG1 1= 1 1r 1 i -� l- 1 `1 �1 - - =01101, 9 so/i o 1, 27_28= J 01, 26-27=0/1 a 1, 25_26-0/101,24-25--&101, - �-�,� 1 � 1'. WEBS`�: 1 0-21=0/101, 19- 0=x1101, la -19=0/101, 17-18=0/101 12- =-168x76, 14- 0`-193 87, 15 -19=-82'42, 16-18=-373/162-3 1=� t - _ - 7�" i , 1 �- ��-17 1 } � 1- �-173/82 3 NOTES ,-rb i anced rool I e loads have been considered for this fesign. Z) Wind. [=- 7-02; 0mph; h=i1; TIAL=4:8ps€, BGDL-4. psf' at� qgory I i, Exp n d, cantilever ft right p d end al Jeff and right 1,i Lm Trudeir DO L=1.33 Plate grip D L=1. . for YWnd �d the plane of the truss only. For studs exposed - 4) Thi truss has n designed for a 10.0 psf bottom chord live la ' t� �r7a��rrr�l t� tF7 ��, see !Tek "Standard Gable End Detail All plates are 2x4 0 unless otherwise indicated. d non ncurr- of th aray other rive reads 6) This truss re=quires plate iaspec on per the Tooth Count Methc>d when this truss 7) Gable requires continuous t1orn chord bearing_ r forw r inspection. Gable studs spaced at -0-0 0C, ) Provide mhanil conneciion (by other of truss tobarfng plate capable of withstanding i rI � ��Ir� �t . joint 1, 53 Ib uplift at joint 26, 621b uplift at joint 27, 57 1P Uplift at 1ow r}t .8, 68 lb Wift at J Dint 31D, 21 Ib uplift at join f 31, 142 Ih uplift at Joint32, . 1 Ilrf t tai r4, 63 lb uplift at joint t uplift i t t J 0a r`rt 20, 21 uplift at joint 19, 14 Ib uplift at joint 18, and 14 lb upIr�# at joint nt 1 � 1 0) This truss is designed ln acrdance wrth tie 20 I ntrnaticnl R es ide.ntraI Code section.s R0 2.1 1.1 and R8,0.1O. 2 and rofarnn ?- t 'J d LOAD CASE(S) Standard Job Trussi runs Type 1881 ASG ISLE Summit Truss, St Anthony, ID, Mar I-AP12um -- 1 -r-LR :54 -8- AEM 1Job Reference o ftnal 6.300 sJul 11 0 tIATek Industries; Inc. Tue Aug09:23, Fags 1 28.6- -7- _ 1 -- -1- Seals - I iq. ®, MEW m Prate Cffsets Y) r4:0 -2 -0 -Fd LM (psf TELL 35.0 T DL 8.0 BOLL 0. ENOL 8.0 -1- TIT 0-5-8. 9-3-11 :- End lz SPACING _0-0 Piates Increase 1.1 " Lumber Increase 1-15 Rep Stress Ince YES Code I RC200STP 1 DO LIMBER TJX CHORD 2 X 4 SFF NO,2 BOT CHORD 2 X 4 SPI* N0.2 WEBS 2 X 4 SPF Stud *Exceptr PF N0.2, VV5 2 X 4 SPF No,2 OTHERS 2 X 4 SPF Stud REASONS (I /size) 15=2-214/0-5..8 F ID=1581/0- - a Hor 15;-- 11 Coad- ease Max pIrft15 4(Io d ase ), 1 =- 7(]c)ad case -- B RACI a TOP CHORD BT CHORD WEBS 5XI2 -- 5x6 Ud 380 180 a 240 -- 4-- --1 -1 PLATES r 20 Weight: 15S 1b RIFE 1971144 Structural wood sheathingdirectly applied or 2-2-0 o c pu rl�r�s- Ri id Ceiling direly applied or -0.0 o bracing. 1 Row at rnr`dpt -1 F-ORCIES0b) - M imUm cmpressie 4 jMum Tension, BOT 11 RD 2-i5,-771 502., 1 1 =_1 1 /1 4 1 -"�i = a 4' G e r �`G r f— - , =; +J t V= a} 1 — 1 8, 1 AL1' 8�-{, 1 - =-386/28 t�} NOTES 3-15==-530/241, 5-15=-3132J64715-14=0/41716-14=016826-13=--307/85e:r 7 -13= -505,i226,9 -i3=-54.9/168,9-12=0/160 1) Unbaf nced root Ii loads have been considered for this design. ' E- 0; Mph h=25R, t, T DL= .8p f t B C L= .8,p f; Gatego I I vertical )eft and right exposit �u�b�r � 1.,� � . 8 fate rip � �� . � a � 7 �r��l �s F� �� er d zone; cantilever Jeff .and right e ' end p 3. Truss des nod r n d i eaten the plane of the truss only. For study exposed Thi truss is not designed to support a ceiling and i not intend d for �� re to � (normal to the face), � � r rTk "Standard able End oaf ) This tris has been designed for a 10.0 pf bottom chord live load n en eo r� u r aesthetics ,are a consideration. 8) All plates; are 2x4 MT20 unlessothenMse iindicated. � �e�t tb .ar�� other ��e ��e�is. 7) This t� requires ate inspection r the Toafh o�rr�t Method 8) Gable studs spaced at -0-0 o . men thistruss i �I��ser� for quality assurance rn pectiona Provide r�har�ie r�r�ectior� (b€�t#-�ar) of truss t bearing Plateale of itl�s 10) This trust sfeied ir,rar� itf tF�r�trr�atirq F'retl ul�tttir-rt 1 a �plittt joint 10. ��.1 1,1 and R802,10-2 arl� referenced standard �lI;r��'I 1. LOAD CASES) Standard 9-1 ` DEFT. n (Ioe T 0.0BG r#LL 13-14 >999 0.79 WF3 Vert(TL) -0-52 113-14 >682r 0.97 (matrix) , (L 0.11 13-14 >999 B RACI a TOP CHORD BT CHORD WEBS 5XI2 -- 5x6 Ud 380 180 a 240 -- 4-- --1 -1 PLATES r 20 Weight: 15S 1b RIFE 1971144 Structural wood sheathingdirectly applied or 2-2-0 o c pu rl�r�s- Ri id Ceiling direly applied or -0.0 o bracing. 1 Row at rnr`dpt -1 F-ORCIES0b) - M imUm cmpressie 4 jMum Tension, BOT 11 RD 2-i5,-771 502., 1 1 =_1 1 /1 4 1 -"�i = a 4' G e r �`G r f— - , =; +J t V= a} 1 — 1 8, 1 AL1' 8�-{, 1 - =-386/28 t�} NOTES 3-15==-530/241, 5-15=-3132J64715-14=0/41716-14=016826-13=--307/85e:r 7 -13= -505,i226,9 -i3=-54.9/168,9-12=0/160 1) Unbaf nced root Ii loads have been considered for this design. ' E- 0; Mph h=25R, t, T DL= .8p f t B C L= .8,p f; Gatego I I vertical )eft and right exposit �u�b�r � 1.,� � . 8 fate rip � �� . � a � 7 �r��l �s F� �� er d zone; cantilever Jeff .and right e ' end p 3. Truss des nod r n d i eaten the plane of the truss only. For study exposed Thi truss is not designed to support a ceiling and i not intend d for �� re to � (normal to the face), � � r rTk "Standard able End oaf ) This tris has been designed for a 10.0 pf bottom chord live load n en eo r� u r aesthetics ,are a consideration. 8) All plates; are 2x4 MT20 unlessothenMse iindicated. � �e�t tb .ar�� other ��e ��e�is. 7) This t� requires ate inspection r the Toafh o�rr�t Method 8) Gable studs spaced at -0-0 o . men thistruss i �I��ser� for quality assurance rn pectiona Provide r�har�ie r�r�ectior� (b€�t#-�ar) of truss t bearing Plateale of itl�s 10) This trust sfeied ir,rar� itf tF�r�trr�atirq F'retl ul�tttir-rt 1 a �plittt joint 10. ��.1 1,1 and R802,10-2 arl� referenced standard �lI;r��'I 1. LOAD CASES) Standard 9-1 ` do Tf�t _ oss Type 1881 B FAN r�m � urire �j thorny, iD, Mari Martgu r ier p 6, 3 00 s Ju 111 200 6 M-rTek Ind a st rie s, Irl w Tue Aug 07 09:2@JftPG07 Pae 1 16-2-2 2 1-6-0 5-9-14 .................................. . �--�22-0-0 23-6-0 5-2- -- -_ -_ --1 __ sa�fy - I -�q 9J I 4 �f 4 7-6-10 7-6-10 t-qaie 'onsets. - -1- -4-2 0-1,8- LOADING, (psf) TELL 35.0 TDL 8#0 BOLL 0.0 BDL 8.0 LUMBER TOP CHORD B0T CHORD WEB SPF No,2 4 SPF fro, 4 SPF Stud SPACING 2-0-0 CS1 Plates Increase 1.15 Lumber Increase 1.15 BC 0.60 Hep Strass I n cr YEs WB 0.26 CCde IRC2003fTP12002 (Matrix) R 7 1 (11315 ze) =1 o-5- } 6=1252/0- _ Max Horz 2=80(load case 5) 1 -,- - -0-0 ti 6-10-13 7-6-10 DEFL in (io i�id fl Lid `er((L �L) -0.11 -10 >999 6c) rt(7L) -022 2-10 >9 1-0 Hor(TL) 0.07 a a Wind(LL) 0.o6 8-1 >999 240 13NG TOP CHORD BOT CH0RD PLATES GRID' 20 197/144 Weight: 75 Ib Structural woodsheathing directly applied oar 3-7-6 oo purlins, Frigid o f I.i rig directly aPPl i or 10-0-0 oo bracing. FORCES (lb) - Maxi murn C;0MPreSSj0f11MaXimuM Tension TOP CHORD 1-2-0/50.2-3=-2137/370,-4=-1 9/fir 4-'5=-1849/` .,- =- 1 7 BOT CHOR-1 =-3 1/187 t 10=-1 /1288, - `-143/1 88,&8=-24111873, ` EBS 3-10=-445/193, 1.0� 103/597, -8=-104/59 5- =-44 5/193 NOTES 1) Unbalanced roof live loads have been consid-er for this design. )Wind: E- 7-02; 90mph; h=25ftTSL=4.sf� BBL= -8 psf; Cat I r left and right exposed; erd} M FR gable end zone3=y d� �, �.r fgfegor; ;enclosed; This trussh�� been designedfor a �0.� ��f �o#�a� chord live load nOfleurrertnth anyotlr live loads.4) This truss requires� ate inspection per t�� Tet�Count �ethwhen this truss i chosen for quality ass urance inspection. hrr r r tio b t r of truss t bearing plate %I ��t��ir�1 �� lr�at joint an 291 Ib uplift at joi nt .) This toss i deslg ned in accordancth the 2003 InternatEc nal Risidti aj Code sections R5 0.11.1 and R802.1 0.2 and reterencedstandard A NSVTP f 1. LOAD ) Standard 9-1- Wi 1881 Truss . :USS Type G1 1COMMON §MM IC buss, St A ritho ny, ID, Mark Mangum LIMBER TOPCHORD ORD BOT CIAO RD WEBS REACDONS -7 4 _-4 'For DF 4 SPF Stud * Except* PF No. (lb/size) f = 4 G-•5-8„ --54 10-5,8 Max Hort 1 57(load case ), Max uplift I=-1169(Ioad cas a ), 5= 116 (lead case ) 11-0-0 5-4-1 1-0- -4-1 FORCES (1b) - Maxi MUM Corp res sic n/Maxi mum Te n cion TOP H RD 1- �-1093412312, - _-7 # /15991 -4=-74-83/1599, 4-5=-1i 09341 1 BOTCHORD 1 _ =- 1 1110004, 9=- 1 1 /10004, 7-8=- 131 '1 GO , -7=- 01 E2 -9=438t2292,2 -7t:,3493/,825,-3_7=_1 x71 x`51 - =- '� � �, - 6 =�-2074/ 1 O D t 8K 4-6 =-438/2292 NG TOPCHORD BOT ISO RD _4"N 1 4AKE RIVER HUIES-1 209 ;j ioofr r 6.300 s Jul 1 Y 2006 %§Tek fndustdes, [no --1 16-4-12 22-o 5-7-4 Structural wood sheathing direct[y applied or 2-4-13 or, purlins. Rigid ceiling birectly applied or 1 D-0-0 Gc bracing. NOTES 1) 2-PJY tru 10 be connected together with 1 Od (0� 131 "XY) naiI as follows, Top chords connected -as fOIlows, 2 X 4 + 1 row at 0-9-0 o . Pott rn chord's connected as f011O : 2 X 6 - 2 rows at 0.9-0 cc. Weds connected as foifcws: 2 X 4 - 1 row at 0-9-0 ec. I loads are considered equaV aPPIled to all plies, except it noted as front Pre ided to distribute only loads noted as or (B), unless otherwise ( or back (B) fain the L� E(S) Geetaor�. FI to ply ��,�ectr�r�r� ��e Unbalanced roof live leads have been considered for this elesi rt. indicated. n pa go11; Exp ; erolOs; Fy aide end Zone; cantilever 'efand r� ht � ° end vertical left and right exposed; Lumber ��=1. plate grip D'L=1,, 5 This truss has been designed fOr a 10.0 PSt boUorn chard live load non eneurr This gyrus r o�re� date � res ee��r� enf nth any ett� er live loads. per the Tooth [cunt f' eth when this truss is chosen for quality assurance inspection. 7 This mechanical connection .(b others) of trUgS to bearing plate �ab1� cf itl�starn.din 1169 p 6� lift o� rti#d 11 lb uplift at ant, ! Irl designed �r� � a tl t { # r ti �:n l F g� �e nt a codes � ti or� s. F�50. 1 1.1 � � r�� f� frder carries .tie-in spans) F 1 a-()-() frorj ()-o-() tc) 22-0-( ar�el referenced standard Tl�t 1. L _D ) Standard 1 Reg (jiar Lumber I n crease I.1 „ Plate I n crease= 1,15 Uniform Loads (pt f ) Vert: 1- z�-8, 3-=-83 1-=-4(F= deb Truss (1� G �41�Fitruss, St :ri#ho-n , D, Mark Mangum -1- USS Type _ G Pi . GABLE 4 5 w f 1 2 3X LOADING (pf) TLL 35.0 T D L- 8.o DOLL 0.0 13DL 8.0 LUMBER TOP CHORD 2 X 4 SPF a. SOT CHORD 2 X 4 SPF No-,2 OTHERS4 SPF Stud REACTIONS SPACING 2-0-0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress Incr H Code f RC20G3 P[ TC 0.33 80 0.18 B 0.08 (Matrix) N 3X4 I 44 5 A -0- -0- .jgb Reference (optional) 6,300 S Jul 11 2006 MiTek I rid ustri es, Inc-. DEFL in (loc) ildati Ud art() n/a - rVa 999 Vert(TL) a _ a 999 Hor (TL) O.OD 9 r a rife 13RACING TOP CHORD E30T CHORD 7 -0-0 8 PLATES i0 Weight. 72 lb Tue Aug 07 09.23.20 200 Rag i RIP 1,9 71144 tr]CtUral wood sheathing directly applied or 6-0-0 oc puran . Rigid ceili ng direcf y applied a 10-0-0 w bracing, 4 SC40-t: lb/size) 1=1 f -0-0, =18 J22*0-0, 13m1 Of ' -C)- , 15=233/22-0-0,16=.--92/22-0-0117--453/2-2-0-0112=233/22-0-0, Ma Horz 1= (toad' case � 1 � - _�-�, 10=4 /22 -o -D MaxItft1 =-3 (f oad case ), 9 =-7(ld case 6), 1 =-(load case ), 16 _- ��a �� ) 0 1 7=-1 1 (load cas e 5), 12=-5 (10 ad case ), 11 =-(i'oad c�� , 1 �v-�.1 �� a Max ra1=1 (load ase 1), 9=1 85()aad s 1), 13=1 80(Ioad � 1), 1 _� I�a� � � � .e f 0� �� 1 =�I�a� � 1 � T � �'-4 � l�:ad ea �� (load � 1 �� 11 =9lead �. � e 1), 10=4 (load FORCES Vb) - Maximum Compression/Maximum Tension TOP i" O 1- =-80/68, ` =-70172, -X35.9214- =-49/117, -6=-49,11 -7=- = ESOT CHORD 1-1 =0/611 1 -170/'61 15-1 =0/61 a 14-1 =0/61 1 _ t - ` ,8-9=-8-0/68 WEBS �1,1, 4�1,�1{ 3-16 =-97/49, -1= 0'61, 1. 1-0/61., 11-1=0/1, 10-11=0/61, -1=0161 NOTES 1) Unbalanced roof live loads have been Considered. for this das [g n. Wind- ASCE 7-02; 90mph; h='fit; TSL 4.1; BCDL=.apf' Categorylie E ' enclosed; verti left and rr Fit� � il*� gable end ��n�; �a�til+�r daft � ��bt exposed; �� gid; Lumber ��t_T� . at grip �L= 1 .3. Truss Assigned for Ydnd loads in the plana of the truss only. For stud �d t�r�1 4 This tr-u s has b eri dist n fir a 1 y F (normal to the face), see Te "Standard Gable End IDetair 0 pst bottom chord live load non n urr ent th any other live loads. All Plates are 2X4 MT20 unless ot> erw'se fndi t 1. ) Th i s truss requires platy ins pection lir the Tooth Count Method h an � big �� l chosen Gable r uir corIb ntjo u bottom chord bearing.. ter quality assurance i r� peor�. Gable studs spaced at a0=() 0c. ) Provide mechanical conne wotion` (by others) of truss to bearingIaf� ��I� � � � . f ritl-�afa rid in g lb uplift at �'ai ni 1, 7 Ib UPI ift at jDi r�k lb Uplift at '� �r�t 1 . uplift t joint 16, 131 1b UPii of joint 17, lb uplift at joint 1. , � lb r.ap�r ft at oR �+1 11 a r 1 � 1 ib 1 Thi tress is deigned Fir a rdanr h the 2003 InternationalResidentiall 1 1 i� ,uplrfit at joint 10_ ode �eti�r�s �.��b11.1 aid R802.10-2 and referenc;;�d sndard ANSr�Tpi Job Trus i russ fi ype 1 681 HOWL I Qty P 7 urea it M Anthony, II, Mark l angurn . _ I 1-- 7--1 --1 -- 4ya 5 -Do J2 5 Ply -- oNAKE RIVER H F _1200 Job Reference (optional 6.3 00 s Jul 11 20-06 Mile k Ian d ustri es, In C. Tue Atiq 07 09:23 `2g� a 0-0-0 7-9-14 1--0 We _ 1:52,1 Plate Offsets X L2:()_2_5'E0d9]- LOADING (ps TELL 35.0 TOIL 8.0 BOLL 0.0 BDL 8.0 LUMBER TOP CH0RD BOT CHOF0 WEBS 4 SPF e.2 4 SPF N0.2 2 X 4 SPF Stud SPACING-0- PlateS Increase 1,15 Lumber Increase 1.15 Rep Stress I nr YES Code IR/TP 12002 R "ONS (I b size) i 1 i5olo-5- , 8=166010-5-8 Max l` OrZ 2= case ) Max UPI 2;- read case ). 8 (Woad case ) 1 U-0- FORCES (Ib) - 1' aximurn ompresssion/Maximum Tension TOP 0 HO RD 11-2!=W50, 2- =-302-4/535, 3-4=-2646/481, 4- =-2523/505 - -- 252TS06, 6- 7=-2646/481 E30TCHORD 2-12=-475/2667,11-12=.214/1798, 1o_11=_214/1798 WEBS 3-12=- 2 - I 2� 1897, 5-10 -1681897} 7-10--634/275 13RACING TOP CHORD ,BOT CHORD 000 DEFL in TC 0.97Vert(LL) >999 -0.24 BC 0.97 Vert(TL) -().59. B 0.39 Hort(T L 0,1 �t�atri� r ind(LL) 0.1 FORCES (Ib) - 1' aximurn ompresssion/Maximum Tension TOP 0 HO RD 11-2!=W50, 2- =-302-4/535, 3-4=-2646/481, 4- =-2523/505 - -- 252TS06, 6- 7=-2646/481 E30TCHORD 2-12=-475/2667,11-12=.214/1798, 1o_11=_214/1798 WEBS 3-12=- 2 - I 2� 1897, 5-10 -1681897} 7-10--634/275 13RACING TOP CHORD ,BOT CHORD 000 Vdefl LJd B-10 >999 360 8-10 >605 180 5 a ria 2-12 >999 240 PLATE t Weight., 102 fb Structural wood shealhing directly appBi1. Rigid ceiling 6recfly applied or 2-2-0 0c bracing. NOTES 1) Unbalanced root aWe loads have been nsldereb for this design. sf; VV"Ra bI ani zone; c8rtif ver left and right exposed a end; Lumber DOL- 33 grip DOL=1. rale ft and right Category , penclosed, This truss has been des[gn fora 10.0 p Vsf �r�ieIadnn urrent with any other live loads.Th ruir ale inspection r the TOoth Count Method when th[s truss is chosen for mechanical quality �� ra� c inspection, Pr�� r� tinr�� others) �f trn� t� bearing �1�� I �f withstanding 6 lb uPfrf# at jolnt 2 and 366 tb uplift at joint. 6) This truss is designed in accordance vrith the 2oco Internatior`»r Residential Code sotion� � _ 11.1 and R802-10.2 and referenced standard H l[`IrP l 1 LOAD CASE(S) Standard and GRIP 197/144 -1- 1-4 Job------ - Tru�- 1,.uss Type 1881 CG GABLE Lmfry2a i rias ,a 51 Anthony, ID, Mark Mangum e 1-0- 4:4 7 Ply 1 .,� KK --E'1 l -VE R" I--1 ME -1200 iJobRefer _ ptjon 6,300 s Jul 11 20066 MiTek Industries, I Tue Aug 07 09:23:21 -0-'0 15-0-0 2007 Page 1 4 LOADING (psf) TELL 35.0 TDL 8.0 .BOLL 0.0 L 8.0 LUMBER TOP CHORD ESOT CHORD THEN 4 SPF H0, 4 SPF ND,2 2 X 4 SPF Stud SPAUNG -0-0 Plates Increase 1.1 LuMber IncTease 1.1 Reps Stress lncr lel Gee I RC200W F 12002 M TC 0.33 BC 0-18 WS 0.1 ath ) 0-0-0 DEFL Vert (LL ert(TQ Harz(TL) in (10C) Ydeil Ud n/2 - n/a .999 a - n�a 999 0.00 13 n/a a BRACING T F HORD BOT CHORD PTE I T 0 Weight. 113 lb GRIP 1 7� 14-4 Structural wood d sheathing directly appli-ed or 6-G-0 oc purlins. Rigid calling di reafy appf f e r 10-0-0 cc h rad ng. JA REACTIONS (lb/size) -031 !185/30-0-0, 1 =1 -0_Oa 1= a6/ *0-0, =198/30-0- , =2 1/ 040* P 1-453/310-0- a i, I_,+-��1—, 1 6_=231# '0i =3 lwax riorz 1-7" load case ) Max U pl rft l = -( load case ), 13=- 1 (load case ), 21 =-5 a1 �1 o�), =- 60( load e - I � case . )T 16=- (lead case 6 , 15=- 7(1 d case , 14=-1 load c. oad �.se 4=, 1aad -- I loaf asp , 1 - 1nod t - I aid Max Gray 1=1 plead a 1), 1 =1 (10a Case 1), 1 1 (load case 1), 21-21 (load rpi.Qp. M 9,>-1QP ad 1 % iocaauh foC3se &I, 4=Goad case 1 , 5-4 (load case 9), 1 -z= 1 (Ioad mse 10), 17- 1 98(load case 1) a 1 t= (10 1 Casa 10), 15=9. (load case 1), 14=453 (load case 1i g) FORCES 0b) - Maximum C0mPre:5si0-rVMax1mum Tension TOP CHORD 1-2=-95/68, 2-3=-71/68o ` r = / 11 , - =-x-$/141, -7=-48/1 , 7-8=-481160,8-9=-48/124,9-10=---49/86, •-- — -- - 1 -11=-36/63 11-12=--71/343 T H N [ 1-� WEBS , . 4- =0/a6, 23-24=0/86, 22-23=0,186, .1- =0"8,6,2G-21=0/86, 1!9-20=0/86, 1 -1 - - = r 1 1 �- 1 " 1 1 , 1 -1 =$ x 1 `1 -01865 14-15=0/8-61,13-14=0/86 1 1 s-1 g0/ 5s 11-15=-97/483 12-14=-346/150 1) Unbalanced roof live loads have be, considered for this des[gn+ ) Wind'ASCE 7-02; g0 ph, h- ft, T DL- , f a BCX=4-8psf a Category Il, Exp 1 enGlased` M F.R le rd z cantilever lett a ht exposed ;endKcal left and right a Trues designed for trod leads in the plane of the truss onJ . For studs exposed to And (normal to the face se �, 4) This tress has been designed for a 10.0 psf bottom chord live load nor concurrent with an ether live la � �� o I�IiT�I+C hard able End Detail"All p�la.t are 2x4 MT20 unless other is indicated, a s. This truss requires plan insp ctRon per the Tooth Count Method when this truss i . Gable r s chosen for quality assurance � r�sp�ctie r�. requires continuous tfer'n chord bearing, 8) Gable studs spaced , t --0 or, P I"ovf e rnechan Il cOT-I rtie't] orl (by ofJ1 eT) of tru Ss to bearri ng plate able f � � I1� uplift �t 1err,t 1 1 � Id uplift �t ��ir�t 1 � IIS uplift t ��int � 0 Ib p Withsta nd ire ufife at 'oJnt � p J , Jb uplift at joirpt Ib uplift at Joint 4, 132 Ib u0 ft at jointr ib uplift at 10 plrpt 18, 60 lb iiplift at 10i rt 17, 66 Ib a iift at joint 1� 7 joint 15 and 132 [b uplift at joi rpt 14. I� 1 , I� upl i n�t 1 ) This truss is designed in accordance with the 2003 Int rnafional Resident!ai Cede sections R502. and R8.1 0, 2 and referen Ced standard ANS IST PI 1, LOAD E() Standard r Ilrr Alma No cn 0 LL 0 0 ■ AAi IAS m 0 L 0 V) ■Illi W r Q 0 L) 73 0 E E 0 i J LTJ LU 0 LU CL li 0 .J x - LLj� LL J LTJ 0 LU CL li Lu .J x - LLj� LL 0 * � OL 0 I'- ■■fes '` •. 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