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Home My WebLink AboutTRUSS SPECS (2) - 09-00243 - The Raspberry Garden Apartments - 3 UnitsPh (.20a) 324-5101 FAX (M) 324.3159 515 West Main St, Jerome, ID 83338 13UILDING DEPARTMEN] FLOOR TR�1$$E$ OADING INFORMATIOW IM " -9 a. ITEMS FL9oR TRUSS SPAGIfVG�a4;P IfV, O.G, DATE 08131109 PAGE I DATE HEIGH-1- CHECK WEIGHT By THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION, (EXCEPTIONS NOTED) RECEIVED BY: DATE: THANK YOU FOR YOUR BUSINESS, .,bm I �_. v -0 �-I N 0 fl N b -O -SZ 0 mm 9-4-G N I N V1 9 i POWER To PERFORM. Re: 1 3254 Bitterroot BuildelS MiTek Industries., Inc. �.i Greenbnk Law Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s�prepared referenced below have been ley MiTek Industries, Inc. V _7 direct supervision based On the parameters provided by Franklin Building Supply -Jerome, ID. Pages or sheets covered by this seal: R306764 1 9 thru R30676427 IVIy license renewal date for the state of Idaho is August 3 1. 2009. Idaho CSA: 853 A L S T �/q Q`r�tiP�G � ��Qi�� S. � August 31,2009 TiI7�e}�, Palmer The seat on these -drawings indicate acceptance of professional enaineerina responsibility solely for the truss components shown. The suitability and use of this component for any particular buildin; is the responsibility of the building designer, per ANSL"TPI-2QQ2 Chapter 2. I —7rr�ss Truss Type �'�°b 13254 F1 �F1 ��ty s L--�GABLE FRANKLIN BUILDING SUPPLY, JERONIE, 4p. 8333$ 2 r 1 Ply I Bitterroot Builders 306764 1 -V 7. 14a s Aug 17 2009 MiTek Industries. lnc. Mon �Vi C 1001 poll I Q rz0e- = 1:2:5.4 I 0 111sp 1A- -0-1- 0-1-% 12& LOADING (psf) SPACING - -a TCLL 40,0 Plates Increase 1.00 T E)L 10.0 Lu.rnher Increase J BOLL 0,0 ReP Stress Incr .o leo BCOL 5.0 Code J 0,06/TP12 0 LUMeER TOPCHORD soz cHaRti YyLb-6 OTHERS 4 X 2 DF iVa.1 &Btr 4 X 2 DF No.1&8tr 4 X 2 DF Stud a x z DF stud OWO 1 TC 0,05 BC 0.01, WB 0.03. (Matrix) REACTIONS All bearings 1--4. FORCES (lb) - Mqx. OmP./Max. Ten, - All forces 01b or legs � Cept when shown. BRACING TOP CHORD BOT HO RD Md W 1-4�O PATES M720 Weight: 66 16 RIP 220/195 1s 14 6 Structural wood sheathing dirt) applied Q'F -G- V Qu purlins, excopl rRca I. Rigid ceiling diFectly directlyapplied or 10-0-0 oc bracing. OTE 1) All plates are 2x4 MT20 unless otherwise indicated. Gable requires continuous bottom chord beadri g. ) Truss to be fully sheathed from one face 4) Gable studs spaced at 1-4-0 oc. r securely braced against ratrI movement (i.e. divrrl v, This true is designed in accor-dance with the 2006 Intemati�r� standardANSI/TPI 1, al Residential Code sections R502.1 1.1 and R802.10.2 and referenced ed Recommend W stron backs, on edgVd t 10.0-0 oc and fastened tD each tPU s witb-1C sr gbacks to be attach ed tO al Is at their outer ends or restrain ed b other mean�sd ra it , tr r� . LOAD CASE(S) Standard -rg rr Md TW 01V THIS AAW JNCL REf - M1,7472 etv, i Design vcIid for use only withMilek connec#ors. This desf n is based only upon Parameters shown !� p.�Irc�a �ai��t�r of Wiles fg rj pa ra me n #yrs a rtid Proper inrWPOratlor� Of Component as res o . <an � i� f �n i� epi grid �c� l building � �� r°7t. is for !e#�rcf 5uPP of frclivfduol web rnember5 only, Additional femporc �cIr�� s�l��t� �f i��il�i�n� �lesi�r��r - rti�f truss'designer, Br��irti�l sh��r� erector, ddiflonal permanent brac[rjg of fhe 0verct1j sjrucfure i� the r�� d tY g theinsure Stability dunr ti ce trucVon is the respor ibifP[t of the fS of C]C0t[0n' Qu+❑I`r ° CE)Mr�ir stQra9e, delivery, erection and br�a�Cn { ��nso �I� #�1 +� ldi g esi - ero1 ui+fance fegard-ng Asa rye r. ��t- �e� e Infalrr idjon available tron-i True picite 1r�titute, Y 1. Sg, co f 1 d �i� �n u t22314, F D'SB-89 and BCSJ Suilci rl� Component 1 1 0 F August 31,2009 RL WI .-MI"T 7777 Greenback Lana, suite 1 a9 ?' nm Pi5inhfe �-A nradn i - -a -4 [TEFL in 000 1/defy L/d ert(LL n/a - n/a 909 Vert(R) n/a - n/a 999 i--J'orz(TL) 0, o 14 nfa n/ BRACING TOP CHORD BOT HO RD Md W 1-4�O PATES M720 Weight: 66 16 RIP 220/195 1s 14 6 Structural wood sheathing dirt) applied Q'F -G- V Qu purlins, excopl rRca I. Rigid ceiling diFectly directlyapplied or 10-0-0 oc bracing. OTE 1) All plates are 2x4 MT20 unless otherwise indicated. Gable requires continuous bottom chord beadri g. ) Truss to be fully sheathed from one face 4) Gable studs spaced at 1-4-0 oc. r securely braced against ratrI movement (i.e. divrrl v, This true is designed in accor-dance with the 2006 Intemati�r� standardANSI/TPI 1, al Residential Code sections R502.1 1.1 and R802.10.2 and referenced ed Recommend W stron backs, on edgVd t 10.0-0 oc and fastened tD each tPU s witb-1C sr gbacks to be attach ed tO al Is at their outer ends or restrain ed b other mean�sd ra it , tr r� . LOAD CASE(S) Standard -rg rr Md TW 01V THIS AAW JNCL REf - M1,7472 etv, i Design vcIid for use only withMilek connec#ors. This desf n is based only upon Parameters shown !� p.�Irc�a �ai��t�r of Wiles fg rj pa ra me n #yrs a rtid Proper inrWPOratlor� Of Component as res o . <an � i� f �n i� epi grid �c� l building � �� r°7t. is for !e#�rcf 5uPP of frclivfduol web rnember5 only, Additional femporc �cIr�� s�l��t� �f i��il�i�n� �lesi�r��r - rti�f truss'designer, Br��irti�l sh��r� erector, ddiflonal permanent brac[rjg of fhe 0verct1j sjrucfure i� the r�� d tY g theinsure Stability dunr ti ce trucVon is the respor ibifP[t of the fS of C]C0t[0n' Qu+❑I`r ° CE)Mr�ir stQra9e, delivery, erection and br�a�Cn { ��nso �I� #�1 +� ldi g esi - ero1 ui+fance fegard-ng Asa rye r. ��t- �e� e Infalrr idjon available tron-i True picite 1r�titute, Y 1. Sg, co f 1 d �i� �n u t22314, F D'SB-89 and BCSJ Suilci rl� Component 1 1 0 F August 31,2009 RL WI .-MI"T 7777 Greenback Lana, suite 1 a9 ?' nm Pi5inhfe �-A nradn i Job Truss Truss Type 13254 F10 FLOOR FRANKLIN BUILOlNG SUPPLY, JEROMk� ROO I' UP 8 LOADING (ps TOLL 40,0 TCDD, 10.0 BLL 0,0 BDL 5,0 LUMBER TOIL CHORD B T H R WEBS 11-1i0-3 6x10IATT8H _- 2 2 19 3x6 II Qty 2 Pay 1 Bitterrocq Builders' 830676420 Aug1 ]LAI 7,140 6 1 ' 2009 I -Te Industries, Inc- Mon Aug 5X10 MT1.9H rj, SCale L 1:15.5 3XG 'I .PILI; -0-0 Mates Increase 1.00 TC 0,62 Lumber Increase 1.00 BC 0.63 Rep Stress Ire or NO VVB1.00 Code IR 0 .TP1 O0 I t DF No.1 Btr 4 X 2 DF Ne,1 &E3tr 4 X 2 DF Stud REACTIONS (Id/size) 8=2802/0-5-8 (min. 0-1-8 6=2802/0-5-8 - 12 DEF L in (dao) I/defl L/d Vert(LL) -0.00 7 >999 360 ertjl_) -0.09 7-8 >999 240 Herz(TL) 0.04 6 n1a n/a FORCES (Ib) - Max. OM,p./Max. Teri, - All forces 250 db or less ex T P H RD 1-=-5B0/0°, -6=-6'010 2-3=-439110, when shown,. BOTCHORD 7-8=013419, 6-7=0/3419 WEBS 2 -8=-4074,0, - =oil 109' -7=-1257/0, -=0/110 91 4 -6 =-4 0 7410 BRACING TOP MORD BOT CHORD 4x12 - GRIP i MT24 220/195 NIT18H 2201195 Weight: 531b truclurer wood Sheathing directly applied or 6-0-0 ec purlins, except end Verticals, R ig id oeillin g directly applied or 1 D-0-0 o bracing. NOTES 1) All plates ane MT20 plates unless otherwise indicted. Tads truss JS designed In aGcordncewltl'I the 006 Intematl standard Adel I/TP'd 1 ,l Pesfdtll bode sections R502A 1.1nfl referenced Girder came$ tie-inspan(s): 24.0-0 from -0-0 4) Recommend xst1 ongbipci 1.+n edge, spaced SJL I 0 -o -o oand fastened to each trtus7d4P-1, Od (0. 1311 li 17� n�A.#Ifti7, trite' Fgba4ks to be attached to wails at heir outer ends or restrained by other mean s ) CAUTION, De not erect truss backwards. LCA GASES) Standard 1 Floor: Lumber increase=1.o , Plate Increase=1.00. L niforrn Lows (pelf) Vert: -8i-1 0, 1-5=-692 AW_q V, - , " -, - -, - -, - — De -sign vel iii fal` u� a o�,1 a�:i fly I a7eP� con nec+or$. T�, � des' '� : ..�' ��~ ., �' � - �" ��. � � �� .�� . USE, A p pti� oNji-Ify of de,s i g n paro m e n furs, a nd pro per incorpo� cit'tri � ��t only � ��i�f�� r� �h��r�, �r�� is fir an indi�i�E��f buildirg cor�-ti,�or,er�t, is for bleral support of-ndivic�ual web rnernbers only, A difioriol ter`np rory bracing tO i -5li`fy of we st bui�dirt d�si nor - not truss designer, B� �Cing shown re tef. lit i c n t permanent b r i i t of the ear i l l s trja f ure is # r s p res if i:l if # k +til iRr� dfy durf n construction is the re.$ ns i b i llvy of the fobri Y Ing � m �ti O/ c ntraor]� r -ge, deliver/, erecti-an and br-ocini , consul �►N ��TP�� u��i � �s��n�r, For ��n�r�a ��i��r��e .r��r�ir,q a Truss Pf t Instifurl , 281 N. Lee Street„ 5vije, 312, lexandria, VA 314. C�56-8� end BCS1 Building Omporyer�i August 31T2 .__M1rTek'. Poirk.rop 7`V 7777 re a nbaa Lara, Saito 1 o g Gitfi as Heights, GA. 95610 Job Truss 13254 Truss Type fF2 QtY j PLO-OR� FRANf(LIN 80fLC]ING SUPPLY, ,lEROME� fD. 8331 0-1-8 2x4 12X4 11 34 My 11 B tterrcot ilders I ��g Gun 110]III- 7.140 sAvg 17 2009 METek Industries, In- c 2X4 ,N 3X5 8306 7642 1 Mon Aug 31 09.-27:49 2009 Par � Sea e - 1-25.4 M LOADING (p TELL 40.0 TDL 10,11) DL.L 0.0 BCD L 5.0 LUMBER TOP CHORD B T H RD WEBS 1C1 LU� iricr ease 1-00 Lumber Increase 1.()o Rep Stress do r YES Code IR 00 /rPf2002 XDF NO.1 .E3tr 4 X 2 DF Stud REACTIONS (Ib/size) 14=820/0-5-8 ricin. 0-1_89;--820/0-5-8 TC 0.25 13 C 0.39 W -B 0.37 (Matrix) wpm t -8,0-1 _0 DEFL In F000) 11-defl L/d Vert(LL) -0.09 12 >999 860 Vert(TL) _0.14 12 >!999 240 Horz(TL) 0.04 9 n1a Na BRACING T P HORD 13 T HORD FETE MT20 'eight: 75 lb RIP 220/195 Structural tural wood sheathing dir=ectly applied or -0-o 0c�Iril end Vertical, res, Rig1d ce= Hing directly applied or 1C) -O -c) oc bracing. FORCES (1b) - Max, c)mP./Jac. Teri. - All forces Ib or less except wherl shown. 4B T C HORD 13-14=011212, 1 -13=0/2275., 11-1 =01227 {� _ VEB — ==1 k r 7-9=_1 4 i a_ o —10=0/121.2 " -13 -01884, `1 =-262/0, 7-10=01884, -10262/0, 4-1 =-485 - NOTES 1) Unbalanced floor live loads have been considered for this design. ) This truss dein accordanceaccordanceit#� the 00lr�tar��ti�r� �r-�. standard IPI 1. International Code e#fn .1.1 R,802.10.2 and 3) Recommend 24 strongbacks, on edge, Spaced at 19-0-() 0C and fastened to each truss with 3-10d (0.13,11- "" r��s. � to be attached to offs at their outer end's or restrained bother� �r� �� lis LOAD CASE() Stanford Design valid for uge Only with MiTek cor,necta s. This cfe,5ign is based only vpan porarn Oers shown, an , Applicodility of dc -sign parcrmenter� and proper incorporafion of �Ornpcnent rs responsik�ir'it of building. - . ss n � . cf is far an ir��ii��1 b��I>~iin >�orr� ar��nt. is for JateraI sup . of individual web members only. dditior7al t�r-r-„p�rc brac[ g to ir�'�r e Stabi1� d��r�-nor ��t truss i idhs�ea�jp ��a�rr� shown � . � _ � durr�� n�t��ti�+� is #�� res��rtisi�illit �f �i�� fk ri,� tia � a� t r nfral, i> rag deli ner. For g� r� � ter. � �� 1 p e�r� � n � �, Ira ��n of the � ��r�il structure as the � r�� ansiJ�il i i� �a f the b uil�iln. ,� eli r , r ti h and bracing� consult ANSI/tI511 QuQU r Criteria, DSB-89 and BCSI Building nerol COM ir+: Safety n� rmati n railabl f�� m plot Pry Mute, 281? N. Lee .Treat, Uite 120 Alexcand d , 1y �'np��ent except -, - W0 � Ur OF S. pN� u u t 31, 2 009 PIPW �e, MiTek' _ F143 WE..R Ya pptff-.0Frm.. 7777 Greenback Lane. Suite 109 Citrus Heights, CA, 95610 F �Jo 13254 Truss Truss Type F4 I GAB L E FRANKLIN SUIDING SUPPLY, JER ME, f[D, 83338 I 3X5 tie Offsets (X Y)' -'X5 f 1 2 2X4I I Qty Ply Bitterroot Builders -b 19eference o f _fl.aI140 A AU� 17 �. 988t Vlek Industries, In 0742, Mori Aug 31 09-2T-50 200-9 Rage I o0-1 LOADING (ps TC LL 40.0 T IDL 10-0 BCLLL 0.0 SCOL 5.0 LUMBER TOP CHORD E3TCHOWD E2 OTHERS 2X4 al -A-r% SPACING -0-0, Plates inerea a 1.00 Lumber f.n creme 1.0g w Rep Stress Incr NO Code IRC2006/TP12002 DF c.I Btr DF No.1 &Btr 4 X 2 DFtud 4 X 2 DIF Stud 2X4 11 1 Cl TC 0.05 E3C D.D1 V B a Watdx) 2x4 If REACTIONS All bearings 8-8-8, (lb) - h1ax Gray All readloris 250 lb or less at joint s 1 1 14, 1 ,12011,10 FORCES (Ib) - Max. . COMP -Wax. Ten. - All forces 250 (lb) or I shown - 12 Elm 11 DEL in (l e) lidetl L/d Vert(LL) n/a n/a 90 Vert(TL) n/ - /a 999 Hor (TL) 0.00 9 n/ n/a BRACING TOPCHORD BOT CHC. 2Xa l'[ 10 4 II 3x5 PLATES GRI P I T 0220/195 J 1 ig t, 4011b 2x4 17 =1;1 6.4 tructUral WoDd sheathing dJrectlY applied or -0-0 oc purlins, except end verticals, Rig -rd ceiling directly applied Of 10-0-0 cc bra ang. NOTES 1) Gable requires continuous bohom chord bea ng. ) Truss to be fully sheathed frorn one face or securely braced against Gable studs spaced a# 1- �0 oc. I t r f mo rr-ler�t(I.e.diagonal , 4) This truss is designed in accordance with the 2006 lnte' standard I SI/Tpf I, r1,i tl r� N Residential eolf+an I--' ,�} �i . fl and referenced 5) Recommend 2x6 stronbk.s, on edge, spaced at 10-_0 n and fastened to each tnJwith T11 Od {0. 131 " `"� nails fr t be attached tO galls at their Outer ends or restrained k Othern k n s CAUTION, Bo not erect truss backwards. ��In � LOAD CASE(S) Standard -z ,2.rp_rnct '0 ani*R4WNOTW ON T S AND I��si�� r�li� for use �r�� with ��k ��r>r��#�. This design i� b�� ,� INCLUDED .��`��~�� ,� } pPlrca k�idit of desin pC M me n#yrs o nd r � �d only � up-� r� p c�ra � eter� �hnr and is for an Rr�EREME �ii��u�l E��i l�in� �� rt��n e r+t. is for l�aterol support Of indivfdu,aJ web nnernbers onty. Additional fe � en# is bracresping tr�sibilit� �t buildir�� i�rter- r��f trams �1'�sr�n r. �r��n shown ,Pr �r�r�ti cnt an erector.Additional l ei r x 7 �r��n t �►rt� crnof the ove r u structure is the � p �sorery i bfI #� the nbvrie Jab lity d uHng c cams t ru ctao r� is the responsi bff l it cit the fabs Rcghon, quality control, storage, delivery, erection c]nd ra it I d i nor. For enera1 uidance re ardirig Safety Irktorrr�6 ton av�arldbl fr+�m Tress J I # Instit u t r i+� Street, . vit X 12, I /TP11 u ql tY Criterio, DSK -99 and B i Building Component August 31,2009 _ I fWITek' 777 Greenbacks Lame,, Su -fie 109 Citrus Hee g hts, CA, 95610 JCo Job Truss True Type Qyt Qy Ply f3itterroot Builders 13254 F5 FLOOR — 32 FRANKLIN BUILDING SUPPLY, JERO E, SID. 8333 7.140 S Aug 17 2009 MiTek Industries, free 0 -1 - HI 1 -4 d d 30676423 Mon Aug 31 09;27:51 2009 Page 1 2X4 40 2x4 1 fix$ J` = 2x4 11 2 F -7-,R d�. ! �-2-M 3:0-1- REACTIONS 0-1- LOADING (pso SPACING -6- T LL r C)L 40,0 Plates increase 1,00 10.0 Lumber Increase 1.00 S LL 0'0 Rep Stress Incr YES BCDL 5.o COde I1 006,TPI 00 LUMBER TOP ISD E3T CHORD SBS RE TION 4 X 2 DF No. .1 4 X 2 DF Nc.1 Btr 4 X 2 DF Stud CS] i TC 0,47 � 13C 0.87 W$ 0.69 (Matrix) (lb/sfze) 22=1299/Mechanical, 14=129910-5-8 (min- D - 402 -, -B-14 3X6 DEF L Irl (10C) I/def L/d rLATES GRIP Vert(LL) -0.49 19 >581 360 er L 226 '1 - ! " Hor 95 (TL 0.1 14 1 �� Weight; 116 rb BRACING TOP CHORDtrUctu rad wood sheathing directly a - _ _ end verticals,piled or C)c Purfin , except BOTCHORD Rig Id calling directly applied Or 10`6-0 oc bra FORCE (1b) - Max. Omp./Ma . Ten. - All forces 250 l6 ) OF less except when shown. 10-11=-11-12=-357,510 75io, .8-9=-5375/0, -10=-5375/01 B OT H` RD 21-22=0/2031, =0/2031, 0- 1=01466 - 1 0—/5635� 18-19=0/5535 r 17-18=D/65161 VV 14-215=0/2031 ,0/4665, 15-16=014665, 10-17=0/829 r 6-17=.-267/0, 7-20=-654/227, B-17=-6541227 r 0/829, 6-20=-26 7/0 r NOTE, nbalanced floor live loads have been considered for this design. R efer to g Irder(s) for tru s ti0 til -U -Ss connections. ) Tl=]Js truss is designed in accordance with the 2006 drat standard N I P 11. eatlor�ad Residential rdei�tial cd ectionR502.11-1 and 80 , 1 0.2 4) Recd mend 2x6 tmngback r � Irl referenced t attached tc' II t their car# , spaced at 16-oiO 0 and fastened tO each tri ith -19d r r�� r restrained � other Meas. n (0 °t 1 1' �'' r�a11 trongbal�s LOAD CASE(S) Standard r, READ NO rFS ON M-tSAPZD-fNCLVDSV Des 19 n v acid for use on[y w'i'th M Te k c onn e dors. This �I�s i� n � �� d �� r� ar��m iter t- 7 M �� -' � RX JAW, ;I�i�liak�ipif �� I'�� ipar�lrv��r��f�r5 �r7� proper n��r��ti�on Of ��rr��or��t E��r��r��ll��I t�h ern, and is for e�r7 ir�di�ricl��! E��iJclrr�g component, is f I frr�a� - pport of i nd IvId uci l web, members on lY. A cki-t ion a l temporary brcjc[r)g t� ns re tea t�ilpi�f �u� �i n� r - not truss designer. � ra circ � s �� r� rest r. diti r; I rrnar� rpt br n f' the C va r Il sfr tur i the r 3r� if tr f �° , r19 cOnstructi�n is the responsibjllify of the fabri co darer quaJif y co n i ro I, s i crags. de li v erec Fi on q nd bracir7 � �ri�in� +dcs��n � r_ For � �er� I �- c r� uitrig I xcI1 rio. V rit r A 22n . cared BCSF Building Component S+ fet r lnf rrnati n � II I fr rn: Tress PI f Inuit ut,e, I . i. ret. Jt i I x�n ri a. August 31 T2009 �� a MiTek P-OWCF* 74M 7777 Greenback Lm!. Suite log itrus Heights, CA, -9561 t) 4 C3 9 Job Truss T s Type Qty 13254 F6 GABLE FRANKLIN BUILDING ILDI SUPPLE', JEROME ID. 83338 - 1 i 2 21 2111111110 1:m IC1I. 0� T 2X4 3 n< f f i20 11 jai II .bd II PAY I Bitterroot Builders 1 830576424 7-140 u PATek Industries i1nc. Mori Aug 3109.,27.-52 Page I ca lig = 1:20-0 LOADING (p `CLL 40.0 TDL 10.0 8LL 0.0 E3DL 5.0 4 II 4 1a7 �� i 4 la 2X 4 4 11 4 al 4 11 �: 2X4 '� 3XS �i SPACING 2_0_0 Plates increase 1.00 Lumber Increase 1.00 RE?P Stress In r NO Code '00PI00 LUMBER TOP CHH D 4 LSF No.1&Ptr BOT H J D 4 . DF No.1 Btr Ea S 4 X 2 DF Stud OTHERS 4X 2 DF Stud � CSf TC 0.05 BC 0.41 WB 0.03 (Nlatrix) REACTIONS All bearings 1-0:0. (lb) Max Gray All reactions 250 Ib or less at join PIE (Pb) - Max-Comp./Max, Ten. - All fore0 (lb) Or less except when shown, -4 - I DEFL in (Ioc) J/defl L/d PLATES G IP �_ PFJ T � '�' � Vert(TL) n/a n/a 999 Hort TL 0 r a r r'eRht; 52 Ib BRACING TOP CHORD S tru UQraI wood -Sh e athin g dire t ly a ti J�'� r- 0-0 0C ,�U�1prl�, �t end ve,rticals BOT H J D R fgid Gerling d'FectlY aWied or 10-0-0 0c bracing, .NOTE 1)'+ able requires continuous bottorn chord bearing. 2) Truss to be fulIfy sheathed from one face OF 3) Gable studs spaced at 1-4-0 oc.securely rn ed against lateral rr lrn t r. . dna o -nal vieb 4 This truss Is designed rn accordance with the 2006 International tan lord NS I/TP I 1 I 1der tl 1 sections R502.1 1.1 and I () and r��r�err��d I ecc r�e.nd 4 trongbacks, on edge, spaced at 10-0-a and fastened to each truss with -1Od (0.1 1,, ") .nail,_ tr n o eoc attach ed to +�raJl.s at heir+�uter ends or restraRl�ed b other backs CAUTION., I`., Do not erect truss backer rneans. �r�r LOAD GASES) Standard dj Rl�� MOMS ON T -FITS AND INCL E Ty'. FE-PtEM D8si9rn v011d for we only with MiTek corprye�fars. This design is based only �'� `� � t.. A pplic ol�jlify of design rrq til a niers a nd ,proper �na�r��+ �tI Crl� �� c n t�� l � � �t �� PES 5 shown, F and is for an individual bVildin ��?J`t'u� r1 e r I t. is for lateral s k � Ilirr�d r aJ e e on Additional it t rr�p r rbracingp i ins rty f b adding designer- naj iru5� de 1gner, Broc-rn shown �reatar A ddWo nal perm -anent bracing of the a-vinrall s truct)re is the gyres ons ibil # h estability during a n tri t i n is f r s ats i bi llif of the fabn+cofion, € uOlifY control, sfcrcge., dellverf, �r�cfi�rr aid l�racir� ca�s�rlt ty i ding dei flgner. FOr enerol guidance regards . Safety Information available from Truss Plate Insfit� e, .91 N, Loc ,g r`eetr s Its ] ,��le��n �' C�ualfttr rif�r��fi ��-� �n�d ��1 �uif�ng Component dria. VA 22314. a. MAP —0 IF August 31,2009 7 777 Greenback Larne, u-pte 109 Citrus Heights, CA. X5610 Job Truss 'Truss Type Qtymy E3i erroot Builders � 13254 F7 . FLOOR 12 1 830676425 FRANKLIN BUILDJNG SUPPLY, JE1E, ID. 83338 7.140 s Aug 17 2009 Welk industries, Inc- Ian Aug 31 09.-27:3 2009 Page 1 0-1-8 is H -n� d 0 2 3ir 5 -- 46 4x6 scaa =1:�, iia ff# &}_ f-.1 LOA DJ (p TOLL 0-0 T DL 10.0 0LL 0_ B O L - LUMBER TOP CHORD BOT CHORD VVE 8 SPACING Plates Increase Lumber Increase Rep Stress Irror pb_ s.-1-8 Fd, -Ll -0-0 1.00 1,00 YES Gode 11 00 P 12002 4 X 2 DF 'O.1 Btr 4 X 2 DF No,l Btr- DF Stud TC 0.22 `" " A- III klUG) 110erl Lld 0.02 9 n/a n/a (Matrix)IHorz(TL) REACTIONS (Ib/size) 14-639/0-5-8 rain, 0-1-8 - _ �, 9=639/0 (M[n. 0-1-8) FORCES ('b) - Max, O-rnp,'"f a . Teri. - Aff forces 250 !b o r less except v/hen shovIn. ESOT ISD 1-14-01900, 1-1=0/16()r 11 -12r -0/j, TOTE 1) Unbalanced floor live leads have been considered for th [s de This tmss Is designed in accordance with the 2006 Inter n�tinr�al ail standard ACJ UTP l 1. r� � i�ler�tia Recommend W stronnbni-kcznn d BRACING TOIL CHORD BOT H I D PLATES MT20 Weight: 63 lb GIF 2201105 tructUral wood heathin g directly app[led or 0-0-0 oo urfi . end verticals. � rid F Frigid ceiling directly applied or 10-0-0 oo br acIn g Cede sections R502,11.1 and R802.10.2 and referenced F o w , Spaced at: 10-0-0 0C and fastened to each trUss with -1 Od0,1 1 FF �P to be attached tO walls at their outer cads or restrained b Other rr�ea�1 () nailtrongbacks COAD CASE(S) Standard ; UDED Desian vof d for use only With MiTek con necfors, rF�i j r � � only ars F , RE� i— AGEm 7 t . 10 �# � a A lioabilif f J i r a paro-i-peters shown. c1nd is for an frndividuaP buj!ding� aompone'nt, y perarnent�ers and proper irIaarporation of c0mpoL lent is respo+ f1biJrty of buIJ-ding desi nor nal tr is far JOterc1..5u f individual weir rr�emh�Fs only. Additional fempo ar bra cIn to ins Lire � mss d�si res �r��irf sf the J��r�rt ereo tar, A c1di #ion ai pe rrnan en,t lora ging Of the over'crll s tructure is th a reg � �tat�i lith d u rirti� o ares tri c flan is th � .res ��nsi bi IiifY �f d F �o fo briOa ffo°n. u Ori control an f b l it of the k ldirtig designer. For o r�era 1 u do r c e rego r- 9 f `arae. del, ertian ar�d lraair, aonitfl`T�11 Quality Safety fnIOFMCI ion available from Tru5.s Pi-�t� Institute. 28 ", Lee Street, Sprite 312. Jexandraa ' rlrf�r•j�a: �.�-�'�' Or�� x.51 Building Co cin 3x.5 am August 31,2009 .T .. FJ3 WE'# TO PC�FO RAO... 7777 Green ba ck Lame, Suite 109 Citrus HeigUs, CA. 9561ID JobTrus 13254 F8 SABLE I 2R30676426 I FRANKLIN BUILDING SUPPLY, JEROME, [D- 8333 JobReference (Optional) 7-140 s Aug 17 2009 MiTek Industries, Inc. Mori Aug31 091 7,53 21 Scale = 1-19.9 2x4 = 1 2x-4 I I 2 2c4 I 34 11 2X4 11 ZX4 J1 2X4 11 2X4 �f 2X4 11 hi 12 11 2X4 ii 2x4 pR 3.x5 LUMBER TOPCHORD 4 X DJ= Flo.1 E3tr BOT CHORD 4 X DF Flo. 1 Btr WEBS 4 X 2 DF Stud OTHERS 4 X 2 DF Stud �4-0 1-4-0 0-8-0 T .� � �' i/�fl Ll�fL) n/a T PLATES BC o.01Vert(TL) 111a _nfa 999 T O WB O0-3 Horzffl-) 0.00 n1a 999 (Matrix) I n/a Weight, 52 1b IN T P JPO D BOT H RD REACTIONS All bearings 11-11-1 . 0b) - Max Grav AJI reactions 2,50 lb Wes. atjoint(s) 20, 11,19, 18, 17,16o 15 14, 13o 12 FORCES (Jb) - Max, Co,mpjMax. Ten. - All forces 250 (1b) or less except when shown, 1-3-1Id, GRIP 220/195 Structural good sheathing directly applied or -,D- c end verti ls. �urlir�s, Rigid ceiling directly applied or .1 0 -o -O oc bracing. NOTES 1) Gable requires continacus bottom Chor-d beanng, ) Truss to be fully sheathed fr-orn Orrc? faor sec-ur Gable studs spaced t 1-4-0 oc, et braced against lateral mc�verni �nt �J.�. �290n ! web). 4) This truss !S designed in accOrdance with the 2006 int�;r� �t�t��d�r� ��I � . �ItIo��J F�sfd��tf�f �� t��r1� J0.1 1.1 and R80. end rferenced to be attached to walls at their outer ends spaced at 10-0-0 0and fasteneel to ah true its � � �� . `� �� „ � �r restrained � other means.� � ) naritronbacks LOAD CASE(S) Standard ..... ... ---.- w A �Irg- &Ia an d RT.&V JWTTS QjV MS AnjNCL E)DN),61 Design val rd for use onlyi tl� eek ��r��a�� tom. �f�a� ��t r>I � t�� l �n i� U��n I� �r�l�n � tars shown, p�p��icobilt'� �f �I�s��r� p�r"�rrti�+��r� c�n�d r� �r irt��P �and is fir an 'rr�di�riducrp b�all�iin�° o�p�r�ent. uss p poratfon of corn ]onent 15 respor!,;[bilfty -of building designer -not trUSS designer. Broc ng shown is for kite r�1 I -TUPPO rt of individ r web members orily� Add tionaj tom porn bracing fo insure stability erector. Additionai Pem cnenf -bracing of the "overvii stru�Qture is the respon i MlltY of the bU1di d 5' qn during r construction l #f7a re nsi iDif f #�i fgbdcation. qu�alrty control. storage derivery. �re�titer, and brOci� � ��r��r,rt AN l�TPl1 � ��i�n�r. �� erS�r�J �uidar� � regarding fatfrntirtiavailable from TrussPiste I'ttitte, 1 Lem ref�Etefi r ler�'ril 1� f- araf BI ��iidirp� �rnrtit ecept August 31,2009 Oipw.rn TQ-0�C.R.VO W- 7777 Gfeenbazlk Large, suite JoD itrus Hei9hts, CA, 95610 la Pt tis i=- �d e�-�- LOADING (p P � .� TALL 40,0 Plates Increase _�_� 1.00 TDL 10.0 I Lumber increase 1.00 BCLL 0.0 Rep Stress lncr BCDL 5.0 Code 1 00 P120 LUMBER TOPCHORD 4 X DJ= Flo.1 E3tr BOT CHORD 4 X DF Flo. 1 Btr WEBS 4 X 2 DF Stud OTHERS 4 X 2 DF Stud �4-0 1-4-0 0-8-0 T .� � �' i/�fl Ll�fL) n/a T PLATES BC o.01Vert(TL) 111a _nfa 999 T O WB O0-3 Horzffl-) 0.00 n1a 999 (Matrix) I n/a Weight, 52 1b IN T P JPO D BOT H RD REACTIONS All bearings 11-11-1 . 0b) - Max Grav AJI reactions 2,50 lb Wes. atjoint(s) 20, 11,19, 18, 17,16o 15 14, 13o 12 FORCES (Jb) - Max, Co,mpjMax. Ten. - All forces 250 (1b) or less except when shown, 1-3-1Id, GRIP 220/195 Structural good sheathing directly applied or -,D- c end verti ls. �urlir�s, Rigid ceiling directly applied or .1 0 -o -O oc bracing. NOTES 1) Gable requires continacus bottom Chor-d beanng, ) Truss to be fully sheathed fr-orn Orrc? faor sec-ur Gable studs spaced t 1-4-0 oc, et braced against lateral mc�verni �nt �J.�. �290n ! web). 4) This truss !S designed in accOrdance with the 2006 int�;r� �t�t��d�r� ��I � . �ItIo��J F�sfd��tf�f �� t��r1� J0.1 1.1 and R80. end rferenced to be attached to walls at their outer ends spaced at 10-0-0 0and fasteneel to ah true its � � �� . `� �� „ � �r restrained � other means.� � ) naritronbacks LOAD CASE(S) Standard ..... ... ---.- w A �Irg- &Ia an d RT.&V JWTTS QjV MS AnjNCL E)DN),61 Design val rd for use onlyi tl� eek ��r��a�� tom. �f�a� ��t r>I � t�� l �n i� U��n I� �r�l�n � tars shown, p�p��icobilt'� �f �I�s��r� p�r"�rrti�+��r� c�n�d r� �r irt��P �and is fir an 'rr�di�riducrp b�all�iin�° o�p�r�ent. uss p poratfon of corn ]onent 15 respor!,;[bilfty -of building designer -not trUSS designer. Broc ng shown is for kite r�1 I -TUPPO rt of individ r web members orily� Add tionaj tom porn bracing fo insure stability erector. Additionai Pem cnenf -bracing of the "overvii stru�Qture is the respon i MlltY of the bU1di d 5' qn during r construction l #f7a re nsi iDif f #�i fgbdcation. qu�alrty control. storage derivery. �re�titer, and brOci� � ��r��r,rt AN l�TPl1 � ��i�n�r. �� erS�r�J �uidar� � regarding fatfrntirtiavailable from TrussPiste I'ttitte, 1 Lem ref�Etefi r ler�'ril 1� f- araf BI ��iidirp� �rnrtit ecept August 31,2009 Oipw.rn TQ-0�C.R.VO W- 7777 Gfeenbazlk Large, suite JoD itrus Hei9hts, CA, 95610 Job Truss )Trd s Type 13254 I Qty FRANKLIN BUrLDd �� 'L ' JEROME, ID. 83338 PIS" I Bi . rroot Builder 1 log II 2€4 JJ 2x4 11 4 2x4 11 _ et re g ptIonalE 140 s Aug 17 2009 I IiTek Industries. Inc 830676427 Mon Aug 31 09,27:54 2009 page � I LOADING (psf) TOLL 40:0 TDL 10.0 ECLL 0.0 BDL 5.0 LUMBER TOP HO D BOT CHORD SBS OTHERS 2X4 11 SPACING -0-0 Plass Increase 1,00 Lumber Increase 1.00 Rep Stress Inrr NO Cede IRC2006JTP12002 4 X 2 DF No.1 Str 4 X 2 DF o-1 &Btr 4 X 2 DP Stud DF Stud as 2x4 II 1-4- 3 10 2X4 li 2X4 11 34 is FEEL in ([oc) i�detl L/d , T .� r� rt��. 1a � n/a 9 I PLATES DRIP ESC 0-0 rt TL aha - o MT20 220/195 VVB 0.n 999 Harz(TL) -00 nJa n1a (matrix) Weight: 37 lb 13ACING TOP CHORD Structural wood sheathing directly applied Or -6-0-0 OC end verticals. purlins,except BST CHORD Rigid ceiling directfy applied or 10-0-0 0C bracing, REACTIONS Jl bearings 8-2-12, (lb)MaxGreg All .reaction s 0 Ib or less at jo-In t(s) 14, 8, 13o 12, 11 FORCE, (Ib) - Max. Comp./Max. Tern. - Alf forces 250 Ike f less exp ept when shown. OTE; 1 Gable requires confinualus bottom chord bearing. Truss to be fu IISheld face rrlbraced r rlt la#rat rrar# (1-e- diagonal e. ) Gable tids; spaced at 1-4-0 oc, Th[s truss is designed in aMordance with the 00Intemationa standard . I[TPI 1, I Residential sections .i o r n referenced 5)Recommend J"4 :s41 onbaEks9 on edge, paced at. j V o -7..P 0c. and fastened to each truss with 3-10d (0.131" ��) nails. tP"�n bac to be attach ed to wafts. at th eir outer ends or re traFn ed I� other mean s�' LOAD CASE(S) Standard dr-ifUD. T1115 A?VD TM RB C��srr� Volic� fO� use Or,lY i#h 4iTel� a�annect. This deS.I�#n is b0sed an uter, �.�1'�- ��. � �' �� nsibIr of bL.rlC�1f'a _ gal +�uiCdi,��q component, Parameters !shown, n, an d i5 tar On inn Vri�i Applicability of �i le sig n pc�ramente rs Or7d Proper incorporation �f ��m�dr��I t is �� is f�� f r l s g designer nOf truss designer, laroc[no shown port of 'I nd iv id uta l web m ern be m o n P . Addifional tem,Parcry bracing lo insure s tabilrty dint ng construction � the reg o nsi • - erector. Add'Itional Permanent br+i inn of the overall structure is the responsibilif of fhe building designer. For enerc3l Alda � ��n �� h� fobrication, qU a lit control, 5 torag e, delivery, Cre ction and bracing, cons dt .SIV P/T PI t Q u rel r�#ert+ , � � d i g �� r�fi n Safety Inform ion a c3il�abla from Truss Plate Ir-Atu�ter 281 N. Lee Sreet, Sprite 312. �.Iexan-dr�cr: 22314. ��-� ��1d ��I �r,ii�li�� rn��r,�1�t �Ia AUgust 31'2009 01110 = MI'l MiTak Pig r" rm 7777 Greenback Ladle, Suite, 1 og f":41 " '-F-.1- r%'% 1-11& c iUMja 1L%� r Le^I ��7eJ E U IF 1 Ifs i°C: I(D n0 0 0 0 .. co y Y p4, u cb X666• c:Ln 2,. --4- 0' _ CD 0- m 0 11 0 _ all r F c r� 0 0 07Z 0 z 0 ohm=0 z cn rL .. co �-I Ifs i°C: I(D n0 0 0 0 .. co y Y p4, u cb X666• c:Ln 2,. --4- 0' _ CD 0- m 0 11 0 _ all r F c r� 0 0 07Z 0 z 0 ohm=0 z CD 0 a C 0 fDl a Cr CD WA ON Q c c c C Ln- ' CD 7P CHORD TOP CHORD w r m r 0 0 z ps CL {Ern D �Z5 _ C C) = a D QL D x CD 65 x Ln , 1 CD , w —� 0 4- Wi n` ` -`2 co :7 I -L Z; -'� Lnw n CD 4) . � _ Ln ` 0 =? _ �- — . -Z 0 0 L 0 a--+- -,Do c: c --f, tT (D nCD t •�.� _.(D D CL �qr, _ _ "C _ 0 CD a f) i3 o T 0 CD CD uC:L -fir- 0c: CD CD CD C) cj 0 = CCD � �. z :3c (10 f a- n0w.(D (D U1,2} �, ,�� -0 -� aCL Lo tA CD 0 -' M (D 0- (D ,A I (D- 0- 0 CD cn o ' --n cm CD 0 a C 0 fDl a Cr CD WA ON Q c c c C Ln- ' CD 7P CHORD TOP CHORD w r m r 0 0 z ps CL {Ern D �Z5 _ C C) = a D QL D x CD 65 x Ln , 1 CD , w —� 0 4- Wi n` ` -`2 co :7 I -L Z; -'� Lnw n CD 4) . � _ Ln ` 0 =? _ �- — . -Z 0 0 L 0 a--+- -,Do c: c --f, tT (D nCD t •�.� _.(D D CL �qr, _ _ "C _ 0 CD a f) i3 o T 0 CD CD uC:L -fir- 0c: CD CD CD C) cj 0 = CCD � �. z :3c (10 f a- n0w.(D (D U1,2} �, ,�� -0 -� aCL Lo tA CD 0 -' M (D 0- (D ,A I