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HomeMy WebLinkAboutTRUSS SPECS - 06-00301 - 287 Jill Dr - New SFR3M:I 287 J - 06 0,03 0 -1 X11 Dr -Woodhouse m LND -wal I A LND -wal 36 r' r i vd a �i 16 IN lb +4 F L4 i F MA Ff ':� *■ ` IV. ■ + i3 Al %P6 + I� rt ry & . f wv z law- ilL it ■ 7A Ph ?I . h Re08096-06 WOODHOUSE & LEE CONST - SPEC t' 1 .0 0()00301 0 Ouse MiTek Industries, inc. 7 Greenback Lane ulte, 109 Citrus Heights, CA, 9561 Telephone 916/6 76- 1 900 Pax 916/6 76-1909 The tniss drawincr(s)referenced below7 -1 based on the r d bir MiTek1jidu tnes, 111c. rprovided bv B M C West -Idaho Falls, ID. Pages or sheets c4vercd by this seal: R2.?496898 thru R22496915 MAT ficense z-eneNNva1 date for the slate of Idaho is Atigttst3l,2007. 4�S 221:31 X Iiny Paliner 19 Ati.clt 212006 11 r ury direetstipejj�� ion 4 i�i� ►- v E' CI The seal on tees r truss rents shown. The suitbAYty and use of component for r �� x idi r thebuil.dmalarbuildm'gI's the i finer., per , NS T I- 200 ��.apter 2. w 11, f "EST l AHO FALLS), IDAHO FALLS . I D 53402, til-veK i nausines -0-0 -0-0 B-3-8 6-3-8 1-1-12 5x6 M11 E 3-10- 5-10-4 f lV 'AOC)DHOU E & LEE COINQT - LPEO JUD rj%�Xg� 1w11 . u I I ' I rid u Mries ; Inc - Mon Aug 1 09 :1 x:32 2006 Pa 8 1 5-10-4 - 80-0 -3-8 -0-101 co 0-- 5x8 M1120— 3x4 M1120-- 25-9-6 iill 0— 9-2-10 - 8-9-6 8-9-6 9-2-10 _. - : 0-3-0 0- _ plate ate tfs - �� in to , d f Ud PUCE RIP LOADi ( SPACING -0-0 CSI Vert(LL) -�. � � � 1 4 W120 17/144 5.0 Plates Increase ase 1. `� T 0.43 _ TALL BU_ Vert(TL) -0_4 H -J °� TSL �_� Lumber ir�r� 1 _'1 Stress Incr YES B 0.7 H o� (L) .1 H n a n�� BC-�LL 0.0 Rip I eight 158 l E :IDL 7.0 Code `l.003/TP12002 (Matrix) — LUMBER TOP CHORD BOT CHORD WEBS X4SPF 1 OFI. E X 4 SIF Studtd REACTIONS Ib,l i e B=193510-5-8. H=1935/0-5-8 Max H orz 13=- 0(loa d case rvlax UPMB=44load case ), H -44 (load case ) BRACING TOP CHORD BOT C-', H E BS Structural wood sh athing dir b app 9 dor -10-rfi . Rigid ceiling di rectly appii d or 10- -G oc bvacing.. I Row at mldpt D -I, l= - FORCES (ib) - Ma imurn CornpresslonNlaxlmu Tension iota 1 � F� =-24551492, -H=- !f 5; f�-l^ r�9 �� - TOP CHORD -BT ; B -C=-2762/48 , -D=- 55/ , D -E=-175 ./431 T _F--�i�''�5/ R T H D B -L =-4 87/21 , I- L=- 0 �f 1 o, J- =- 1 / 1 o, H -J =- 64/21 VVE BS =- -- D -L-108'469, D -K=-7231'323, E- =-285/1224, 1=- -72.3/324, F -J=-1 D8 4 , -J=-386 � 0 TE 1. Unbalanced roof lino ��ad� bay b��n o�r�kd�rd dor this design. �- - CDL -4. f, Category I[, Exp ; enclosed- FI S gable end zone; cantilever left and 2) Wind: ASCE ,=2 ft; Ti f L-4. p fa s right exposed ; Lawlor COOL=1.33 plate grip DLit .. tit a other live loads. This truss has been designed for a 101.0 p f bottom chord lire load nor�ko ncu rren �' 4 This truss is resigned in a���foano ��rolt� �h� � international ential odn sections R502-1 a .1 and I ,10. and referenced sta n d a rrd A CJ S VT F1 11. LOAD CASE(S) Standard RE ME. Y2Tr +vvn. and is for an nd��rd READ NO TES ON T -HIS AND LVCLUDED �dral buimpr�t. sq n lick for use drily v -1 � 1 i ek c0n ri ectors. This design is ba s.ed on �a �� r� pa rcx��t�r� sh � , ppiica bi Iify of' design para me of r r proper in f r l I n component t5 r I' slbllit of I uliding de -nit TfUSS si n ', Ba in sf u n .. web �� � bars � ftiJ Additional tem ��f� k�r��ir7 t� in���� �� �ilGty� during co nstru ctio r4 is t he res po rtsi �± I li i Of t�, is for lateral SUPPOrt of individual e ent bracing n of the overo'll structure the respoinsi bi Eit of the bUigd i ng d esl� r��r. ��r' � erb�f I � I � Building dirti regarding�� int er��t�r, �������r-4�1 �Yrrr��.r� D�-��" end � 9 fa bn-c a tion, quant control, storage, delivery, --rection and bxaci ng, consult NSI1 PI 1 Quality Criteria, a, 1 5371'_ atefy linforlmai on cir�ail ble fro Tress P1 t In, flt te, r� fry [ ri�r r Madison, n, - August 21,2006 7 777 Greenback Lane Suite 109 Citrus Heights, CA. 951510 M"ITeks F h r s IQ runs Type - AIGE OF TR USS BMC WEEST ODAHO FALLS'1UAH0 FALLS, ID 8340 ,Mi I ek Industne Plate 2ffsets LOADING (psi T L L 35.0 T DL 7.0 B L L D'o L-0-0 6 I 5X6 Mal0-- I L QtY P Y I �LjHCUSE & LEE CDNST- SPEC #1 Job (Reference Wfi�ornal)� . s Ju! iTp �rdsfri, hr�JlAug�.._� 1 09. 5:33 CC1 page f 18-0-0 - 0-0 15M rvllj2u— M10 C _LP+0-8-2 �3-4]JR-.0-1-12,0-3-41.4.CAF=--.-- SPACING -0-0 Pfates Increase 1.1 Lumber Increase 1,1 Rep Stress inr-r vE B D L 7.o Cede IP 003/TP1200 LUMBER TOP CH0RD BOT CHORD OTHER .PF 160E 1_E p.F 165OF 1.5E 4 S F E TUd o Stud TC 0.34 BC 0.1 B 0.0 (Matrix) DEFL in (Joy) Ji'det1 U I PLATE GRIP M110 197/144 Vert(TL) -0,08 rr/r 120 ! '"eight: 207 lb BRACING TOP IU PC Structural Wood sheathing directly applied Or -0-0 0curfins. BOT CHORD !Rigid ceiling directlyapplied _ � VVEBS 1 Raw at micipf L -E, -A, ,-- AE, WAD REACTIONS (ib/size) B=382/36-0-0,AF=167/36-0-0,AG=194/36-0-0;AH=197/36-0-0,Al=196/36-D-0AJ-zl96/36-0-0 ASL=1 /36-0-0, M=,1--0=77/3 6 0-0, A E�141--0, A L) 7/s- _ =1 8 � -0- , =188/36--•0¢0. � 7/ -0-0,X-77/36-a-0,; - - A B - 196/36-0-I 3 Max FlO =436 land case i�= �� L��� Max U pl itfE =-1 ioad case , =- 4(Iaad case . H=- (laid case . Al , -111 (Jo ad case ), AN =- (load case 4), AE load case AD=-92fload case 6 ), `- 1(load case , B=- Mead case == 4 loa _ Max GravB=382(load case 1), F= hoard case r AG=201 (load case 7); H=197 load ' load case 1), ), AL=18800ad case 1), A=0oad case 7., AN=5�10ad asp , .E=201 (load case 8), ACS= -1 7(Ioad case 1), A 1-96([o al case 1 B= � -18hoad case 1 '_ 7Ioacase _ � 1 �l�ad ��� �, =�1 d��cJ ��s 1'� X= load case ),' = 82(load case 1) FORCES (1b) - MaXIMUM ompre on/Ma ii-nurr Tension f PIii D ,-B=0!90, B-_-1 /, '-D=s / 1 , D -E= -3'0 E -F; ---i ,196, _ FF _ f �- =-74 '243, J -I �-�'�./ . K -L=- !30 , L- =` 3/291, i - =-74/ , N - O=-74/177, _ R - =-74/62, �-T--100/76, T- U --14317 , U -V =;-181 /9 '_ �I ' p - P�, � 1 , P Q=-74/80, - I -;- 5 0T � } AL -AM= -51/266.. AK -AL= -511266, AJ -AK= -511266, l`J"�i� .�. AH -Al= -51/26. 's�dfi4 7'6. -A H =- 112 86, J=- =- r / ; A, E-AkF=-51 /266, AD -AE= -51/266,-51 - -51 / , Y- =-51 / `` , X- =- 1 / , - '51 / 6 , =-5112 66, - = -5 11266 1 T- =-181/1 is NOTES Unbalanced root live loads have been considered for this deli n, Wind: ASC E 7-9.8, 90rnph- h=25ft7 TC D L= . p f, 130 DL=4_ f• right exposed Lumber D L=�1. plate grip D L`"I.3 � � r� l�, Exp , �rr�lc� ��1T � 'FF gable end one cantilever left a Truss designed for wird loads in the plane of the trUss only. For studs exposed End Details a applicable, or consult q�ualifed buildin deli r t� (rid ���r�-r-c�I to t�� fare�, �� Standard Industry abi 4) This tris has k�er� designed fo r a �i �:0 �' b�tt�a ��r a per I� I��L�� 1-�� � �h�r� Ire load nonconcurrent with any other live loads. All plates are 1-5-X4 M1120 unlesS otherwise indicated. Continued d On page WA _ de -7i972 PcLrametcrs and RZAD NOTFS 01V THIS AND J:" EK De�ic�n va�d for use Or-hJ '��`h � connectors. T�i� desig�s Is ba� only u;��r� arorr-yet � �ERENCE �� -�'4 ,��,�'� f Applicabilityf s'9n PcIrar: er-� -75 Orad PropL-r incur. oraf on Of cOMPOnent reg ar�sib-s shown, �n is for ars iirr i c f it in ar nt. It, for fateral Support of indi idual b m mb I'S only.Additional r l bracing �I� of b r6i in designer - net truss designer. Bracing shown erector, idit naf rrr-y�.ner� g to insure stability during construction i5 the responsibrllit o, fhel f bracing of the overall .structure is the res onsi.bflft of the building designer. For �r��r�I uid�nae f7briaafj�►n, pili fi aorj r gay ing g r� rti bracing, consult AN I/TPIT Quality Crieriaf DS8-Sq aryl 8 1 a SafeIr�rm�i'on ovai� b��� rn Trussd�IF'Iattr fns$�te, S D' nofrlo [give, MadEson, 15371 '. 1 u�l lrrM Component nrrnt Scale = 1 =81-i August 21,2006 7777 GFeenLiack Lane._._-_ Isufte 109 Citrus Heights, CA.. 9561 D OUR ew Job I Truss 08095-46 JAIGE r wi vpe -- - � Q� OOLF TRUS5 71 T (I[)A "FALLS).. 11DAH-0 FALLS, ID :840,IT InIndugtrie NOTES Gable requires continuous bottOM chord bearing. Gable studs spaoed at -0 o , R502.1 1.1 This truss is designed In accordance h the 2003 Int rr atI�r��l i��r-��s�t ���sections LOAD CASE(S) Standard PIS' _W0_5 L HQUSE & LEE CONST - SPEC #I !Job Reference (0Pf10[9D__ 6-200 $ Jul 13 2U0:5 MiTek Industnes. R22A96899 l nc_ Mon Aug 21 0-9:15-33 2-006 Page and R802.10.2 and r Ferenc d standard ANS I/TP1 I. parameters rr , D CLVD D _KTr-EK , , �' , .� E PAGE Mlrl 74 for n i' r_ n valic� fir use only itr� �°.i�elc cor°°�r�ecta. This dpi rti �is basted onl u on �rarnters shc�r�,, u rd I desi �ne�dr�� # � s� �l��ig� component.sh�v�rr� AppIMra blit of desi9r1 Para-ner�ters and proper ncorparciti r� f cot r rs-� s 1u s l ily of Mit rcr� r~,star� bort is the responsib leit of the is for lateral support of Individual web nnembers only', Addiflo gal temporary erector- Additio-)ab prmQn... rpt bracing of the overall struatkire is the rs onsib%Iii/ of the building dei ner. For enc-ral quidanc�e regarding unlit control, !tom er d liveT)e, ereQtion and brading, corisO ANSI/TF-111 Quality Criteria: DSB-89 and B SS1 Buildilng Component at fi Ert az ati fi ovai 1c:ble Tr� Truss rr+uss P late in st itute, 583 D nofrto Driver moth i ion, W1 53719 _ menbai;k Large uit 1 09 Crus Heights, , 95610 MiTek a FPX w �- runs °Tress 'rpe 08,096-06 ' ROOF TRUSS 4f T ! F �, 4 11DAH5PLL a JD 83402, MiTek rnd u �t-d s B-2-14 112-C-0 5X6 f P20 E 3 24-0-0 I a U 1y H 0 VS E LE -E C0 T - SPE C #I R22496900 Jul 0 l l+ d Str' a& Inc-, Mc n Aug 1 09.1 5 _33 2 0 D6 Pa I 5-9-2 6-2-14 Scale = 1,si.6 5X8 M1120— 5X" 0 11120 4.00 F12 re16-0 8-11-8 -- LOADING (pso SPACING 2-D-0 CSI -- �. DEFL TOLL 35.0 Plates Incire Ioc) J;idefl L��J P�.�'E Increase e 1.15 T 0,7� RIS' -0.47 J -J > 14 240 Ei 0 19711144 TL�L �_7-0I i umber'iumberIncreasee 11.15 R nVert LL) BOLL 0.0 Pep Stress IncrBCDE L Code II00.�TI00 LUBE -_ F I --I D 2 X 4 SP1' 165OF I - 5E BOT CHORD 2 X 4 SPF 1650P I ., E WEBS 2 X 4 SPF Stud/Std *Except* F -J 2 X 4 SP"- 1 5OF 1. E WEDGE Right, ht: X4`PNo. REACTIONS TI Ab/size)B":1935/Mechanical. H -1935.0--C)-5-8 Max1--Iorz B= load case ) rAaX UP1iftB=-448(laad rase ), H= 44 Goad as B 0.86 .tri CZ � rtkTL) -!J.II J- H o f TL) 0,47 H BRACING TOP CHORD ESOT CH OR D E B >54 180 n ria n a Weight- 156 !b Structural wood sheathing directly applied or 2-2-5 oc purfin . Rigid id ening directlY applied or 9-8-3 oc bracing. I Row at rn ici pt D _ a F_ FCRE (Ib') Maximum Ompres i0r�/ a i um Tension BOT H R D �-L:--48 /2 0 r p Li 315/1811 � J - -R 125 H- �f , 4, - -- + ' 4, -H-- �9 4 , f -l- WE B -L=-73/9 D-L�-11 X44 - � _ � - 4. �� L I .=-724 , ELK=- / 1 1 } F -K=-1658/357, P -J=-267/2906, -J=- a { 264 NOTES 1) Unbalanced roof 11loads have b erg considered for this design. )'ind:AE wa 0mph; h=ft: TCL=,pf; l3DI-=psf; Category J'i- Exp C- r i ; MVVFRS gable end zone, cantilever Jeft and1-ight exposed Lnrnber COL=1,33 plate grip DO.L.=1- ih« truss hdesignedr a 10_ " bottom h yd live Jad noriconcurrent 4 Refer o it er( for truss to truss onn +coons, rth n other live l d . Bearing at joint(s) H considers parallel to grainvalue using .H ITP E I angle t� grain f�rr��la. Building designer held �rif ��p��rt ��be-arin surface. This truss is designed in accordance th 1he 2003 International Residential od t n�� rd l�'fT � I 'f . .. and referenced LOAD ASE( � Standard I AuRN Cr - Ve"f-V -delvi!gn Parameters cmd RJEAD NOTES ON THIS . _D CLUDF� DeLs- n Iwd us nl e t l TES' PB CE PAGE MLI 47 BEFORE a r 7&k con nec#or�- Th is d esig n is bused on l U Pon para rne#e sh own, a nd is for an Ind-1vid uo l b - Applicability ofdesign f rorr7 n tern pro per rncorporcrtrc�n o f component is F ori C# i�it fbuilding designer FI �n compo r� f . lateral suppori of ir-�d�ridu�I web, members Win°_ dditio:r�aa femc�r� f�r�oistability- �n - r��f trust ��si���r_ ���aoirp� h��� R� �° n� to rr���ur� d �rr� r�c� �orl� � ru cTior� i� # �1 � f�� o or er. ei tor. Addii#io"01 perr-no n e n t lora i ng of the Ov�r� i i if i of the 11 quolif. control, storo. �. � �i � ��IC ��r� t�r� is t�� �`�sp�r7seb�r#�.�f t�� !��rld�� designer. �' , or���ar� rid k�+r'�acir� a consuf't � �r. For!general �+i��no� r��ctr�Iin cff efY information O as is b le from Truss P10fe In sfiJ ute. 583 D' nofri o DdVer Madison, R� 1 u ����r Criteria. D �- � err �d � � I � Buil � i nrc�Component r� 1°�?1�1 August 21,2006 1777 Greenbaca Larl� u rte � G! Citrus Heights: cAl 95.70 -.. ..MINTL%ke. ,ion 11 Truss r t", Ir rPe ROOF T R USS BM WEST (IDAha FALLS), I[ Al I 'ALL , ID 8 402, MiTek 1.ndustri-s .. r0-0 6-0-0 12-0-0 18-0�0 2-x-0 -0-0 0- 0- 0 X11120 E. Fly 9 WOODHOUSE & 1-7-E NS - ISE #1 1 j R2 49 901 1 A�i 6200 sJu1132005 MRek Industries,Ino. ion q 24-0-0 1 29-9-2'- 0 38-G-0 -0-0 5-9- 6-2-14 -0-0 3x4 Ml 120 '. I 5x6 M1120= SO 0 M 11 0 00 CS V- 34 1111M11111111111 27-0-8 18-6-8 Fiats offsets .r)_ ,0-061- .-f --- 3 DEFI- in 1oc) I)`dfl Lld PLATES Rl LOADING (ps� SPACING 2-0-0 CS1 T LL 35,D Plates I=rease 115 TC 0.58 Vert(LL) -0.29 I- . >999 240 x'11120 197/144 TCDI _0 Lumber Increase 1.15 FSC 0.64Vert(TL) -0.51 J -K >697 180 9,5 BULL U,U p' tI C- 1" r VES 0.rTL) 0.r�/a Cl' B DL 7,0 CDde i 1 006!Ti P 12002 (Matrix) LUBBER TOP CHORD 2 X 4 SPF 165OF 1.517 BOT CHORD 2 X 4 SPF 1-65OF1. E VVEBS 2 X 4 SPF Stud'` Std *Except'D-K 2 X 4 SPF 16 OF 1,5E, F -J 2 X 4 SPF 165DF 1.5F - REACTIONS (lb/size� I--1=154816-5-8, = K)- -8 Max H o rz M=362(load case 4) MaxUp1i lk=- (load case ), M= lad case �r BRACING TOP CHORD BOT H O D E B elgh . 16u 11) Scale;-- 1.81 Structural -wood sheathing dire tl ' applied or - 0C purlins. Rig is l cellina directly applied or 6-0-0 cc bracing. 1 Raw at midpt F - FORCES Ib) - ja imam Compression/Maxi um Tension, - _- - -1 L- =- `-}-I - ,1 , 1�+-I=�` TOP H D� - ^0'90, B- i -474198S., - D= s E ; E F BOT C H SP, D B -M=-71 i ?542. L -lel --683/44111 -L;-l 16/599, JK=-51 / 1696 1~l -J =-32.9/ 3309 ` WEBS — �—�'_ , —L= 1 4/1 J ° , L=-79 r 40 , �' "— 1501'275, '_`� ;� , 1-"I w_ — r 1 k ,J -- a -J=- x272 NOTES )�! for this lin. Unbalanced root We loads have been on idere E - cnel ed - I "F gable end zone; cantilever leek and ind: ASCE 7-98 1 Orr�ph; h= .5 r 1 CC L=4�. 'p f: E3'DL 4. p f, ate90 Il, , right exposed ; Lumber DQL=1.33 plate grip D LT1 -33. t With ars other live loads. 6 This truss has beery designed for a 10.0 p f bottom ford live load n�oncc? Curren e l desig r7�r �I��rui� ��r9f�r ��pa it of B�.rr� �t '�irtit 1-1 cc ns p�,raElel tc arar� ��alue us] ng ��I�'T�'l 1 anglet0 gra in terrt�ula, Buil � � 4 J b0 a ring surface. -ire - a r r� : r -1h the 2003 International Residential Code s ct Dn R502:11 1.1 and R802.10.2 -arid referenced 5) This truces Ls d�e—wgned standard ANSVTPI1 LCD CASE(S) Standard �- it TRIS AND LUQ MITER REFERENCE PAGEA411-747.3 BEFORE V , Val con s. This de [gri is baste only �upc)n pcirarneters also , and is ror an individuaI building COrr7WnenL Design vaW for vie only Lth ' i l i� �f ���i n a r�xm enters o r'tid pry per lr)C Ororo tip r� f co o r�rtit is respe�n�i k� i�if �� building i ld in � d�si r-��r - r1�� fir��� � ��i � r�r. Bracing s� �v�� �+�lr��b �f �di�riu�l ���� n-ssrn�rs �r71. ,��I�iti�n�l 1'mp�r�ar� I�r�a�arti� t� ir<�ur� �lm�iri during �,�ntr��ti�r, � the r� fot�sil�illi#�' of the 7 fr 9 terms I u pport r # _ i#i n , m n n bracing i the overo l l si ru ct ure is the responsibility of The building d esio nor. For ger .�ri I quid rice � � r � . } lirtion rldraGnrconsult N[P11 Quality rif ri©,-rI1uilk�r�rnprr�r� fak�ricatior� �u� lith ��t�tr�l,. �tr���� delivery, T�ifu#��O rive,Madison, l 7 1 _ obIe Frm Truss PIci` of i rf r��tr 0 OF ut 21,2006 7777 Greenback Lane Suite 1 G9 Citrus Heights, CA, 95 10 iL i MoTek o I � _ Jn lo) 6--1 , f t NSS M ET1C}H FJ LL;10H F -2-0-0 2-0-0 russ f ype ROOF TRUSS ' ICS 402_, a7 ek -Industries M f i � I C &F.- ffie 0 r d R 4 NO6 902 Job Referenceo tior�al) 6.200 S Jul 13 2005 iTe 11-ndustr'ies, InC. Mon Aug 2109:15:35 2006 Page 1 9- 36-G-0 :1�8-n_f) 6-2-14 -0-D Sc,ale = 1 '81.8 -AV IVIJ 1.4 U 1_5x4 M112.0 11 5, M 112 0 5x10 M1120— 4. 0 FIT 27-0-8 -0-0 8;6-0 8-11-8 I EFL Jn lo) 6--1 , 12-0-0 'ert(LL) -0.0 j 6-0-C. 6 -0 -0 - Plate Offsets fX,Y Edge , L ' �, D- -4 , E . -0-5-4p 0 -2 -Al >854 180 Hor 17L) - n/a n LOADINGF" I[� -0-0 ALL .� PlatesIncrease 1.15 T 0.4 T L Lura b.r Increase 1,15 BC 0-4 BOLL 0.0 Rep Stress Incr YES VV6. 0.94 ECRL 7.0 Cock iRC2003,1TPI2002 Matrix LUMBER TOP CHORD 2 X 4 F F 16150F 1.5.E E30TCHORD 2X48PF1650F:1.5E VVEBS 2 X 4 SPFStud/Std "E cc pt* D -K 2 X 4 SPF 1650F I -5E 27-0-8 -0-0 8;6-0 8-11-8 I EFL Jn lo) Ilde l L/d 'ert(LL) -0.0 j >999 240 e rt(TL) -0a 33 H -J >854 180 Hor 17L) 0.19 H n/a n BRACING TOP CHORD BOTCHORD E B PLATES E GIMP 1120 1971144 Weight- 160 Ib Structural wood sheathing directly applied or 3-10-3 oc purlins. Rigid ceiling directly applied or -0-0 oc bracing. ' 1 Row at mildpi ' [ -L, E -K, F - Max HorzL= (load case 4 Max Upliftl_e-1002 (load case 5), H =- 4(load case Max ravL= 8 load oz.s 1 ; H 1 14�load case ) FORCES (rb) - MaXiMUrn CornpressiOWMa imam Tension � P cHORD I.- B =C / 0 , B - =4 / , -L) =-643} 153 71 I - E =-322/52 F�-:F==-458 � 2270. B T H l [ B- =- 1 a -M;-71-L.=-1 1 , - =- t r �. =- 185/462; , H=-2705'348, H-�J=o/88 - =-117,21 1 -,L=-579/375, l -L=- B-8/77 , D- =-41 Oil 717, E -I =-742/2 751 F- =- N OTE 1) LJnbaJaniced roof live load leve been considered for this design. 'ir�d: E - 0pf�; h=: TL�L= ���- �C�L=� p �I•a Category I f e Exp ', enclosed; iF gable c rid zone, right exposed ; Lumber I L=1 _ plate grip D L=1,233, antilever left and This truss has been designed fOr 2 10.0 p f botto rn chord. 11ve load - - non conc urrert with any otrhe r live loads. 4) Bearing at"oint(s) H ooniders parallel to grain val Isurface. �� using N I/TPI 1agle to grain formula. Building des igner should verifycapacityof r� rfc 5) Thi tr�� I��i � ro� in, accordarice with the 2003 Intrnationa feiden starndard I�`TPI 1- tial Code�ctr�. 1.1 and R802,10.2 and referenced LOAD SE(S) Standard r 0 zd REA D NO YES ON THIS AND MCL Design valid fair use onlywith 7 k connectors. This design is bas �r�i � � � �� ���` �� � � ���' USE. Y n Parameters shown, and is for an indIvia-U0l bul-Hing component - Is � r�� k�iJit� �t design ��rc� r�� rrlers and r�r�,�elr in c c�r��r� fJ�n �t �� r� Is for lateral suppoe, of ind icluc l web we tiers Inco, oraitic r� IJ temporaryponent is responsibility of building designer -roof truss dc -signer, ner, Bra ing� shown ecfor. Additional permanent brracan of the overoll strucfure is the r bracing �� ir�s�� st��il �iurir- ��nsnera g is the r onsib[1J[ of the fabri�cal-ron. qualacontrol, storage, delivery, � he buifcfi.ng ciesi�r� r_ For ���r�r�l ��i�i� rice regarding ere ti rr and bracing, consult ANS111711 Qualms � �r��f � B-�� �n�J � �� Build'Ing ��rri �r��nt Safety information ova l Ju b le from 7 fuss welts I n sfJ tote, D' noftio Nve. Madison, ' 1 53719- l� 1". August 21 T 2006 7777 i-eenbacA Lane suite 109 Citrus Heights, CA195610 0 . . . . . . . . . . . . . . M-oir MiTek- Job runs A L— r IDAHO FALLS. , 1 , M�Tek In 'VESTjIDAH FALLS): ): , rUWTpe ROOFTRUSS es 7.50 12 AM120 � V. W I WOODHOUSE & LEE CONIST -PEC- #1 1 �,Jofrer�cir�al _. i 6.200 s Jul 1 2005 f�iTek Iridustr[Es, Inc, IOn Aug 1 0916.1 2006 ���� 5-- 6-2-14 1 1-0-0 4,00F1_2 3x4 III i�I -- - Offsets ,1 :-1-0,0-�1-8 a �"'�'-•�J�-rE_,� u,0-0•� 7 [F0-6-0#� '�-�'-�a'`- �-- Flat v. LOADING p TOLL, 35.10 TDL 7,C) B�,LL 0.10 BDL 7,0 SPACiNG 2-0-0 Plates Increase 1,1 .umber Inrease M n tress; l n r Y E S Code 1F 0 �'TP[200 LU MB E T P CHORD 2 X 4 SIPF 16:5-0F 1..5E BOT CHORD 2. X 4 SRF 1650F 15E WEBS 2 X 4 SPF tad/ td REACTIONS (lb/size) r-7=858/Mechanical. G;--93110-5- Max Horz G=-471 (load case ) max UpliftE=- (la d case , =- 7 (load ease Maxrav E_K'5(laad case, , `1 (load case 1 t �''y T L+.1 BC 0.54 VVB 0.82 (matrix) FORCES (hip) - [V,,aximum Cornpre ion/roaxi rrium Tension �;�� TOP CH D -B--871'20, B _^`� � 1 1 , ^[ --171 /0, D -E--228910, A -H=- `" H 1 1 -H =- 1 F ;0��6 . E-F=0,�1930 326 E Bim=- � , - =-1 022121 1, -F7-011 -, D -F =-4 �1 it DFL` art( LL) Vie -rt TL) Hor jQ I n. -0, 1 -0-37 0.17 BRACING Ti OP HORD B T CA R D WEBS io (lac) l deft L/d E -F >999 240 E -F >572 180 E n/a Mfa PLATES GRIP N11120 1971144 �. 'sleight: 92 Ib � Scale;-- 1709.0 Structural wood sheathing directly applied or 3-11-13 0C PaV11ns3 except end verfic-al - i id ceiling directly applied or 10-0-0 oc bracing. I Row at m1di pi 13-G, C - G, -H NOTES 1Unbalanced roof live loads havie been considered for this de i.g n i�� l� � ® M*FF g a hle end zone:cantilever left and Wind- `- ASCE -98; 90mph,, h-� ft, T DL= . p f: B DL --4_ p ty Category 11, Exp a right exposed ; Lumber DL= 1 .33 plate grip DO'.,_ -_1.33 been tai d. ��r � � �� �f ��t�ITI i��rd live loadr,oricor�currer�t with, any Other live loads. Th I truss has b � �ri Refer to Mrd res) for truss to truss connections. ti � ir-�t�r���1���1 Residential Code �tlr�l� �.� � .1 and R802-1 D, and referenced Tl�i truss i designed Irl aaaardan� �at1'� the stand and ANS 1r7P11 I. LOAD CASE(S) Standard . e . LVr-tars ON THIS ,t -AJ f • • � - u ssie.r di�� rr �,ot fir '�� � lig ��r' ��� only v�ri#�'� u`��k ��� r��ctor�. This design. is based �r71 � n �aararr�#at`s shown, a�i�l i� fir' �e�, 9n�i�Lcl�a� I building component- AL.ink �f��� si rs on nl k r onsrdil� of bui ki n , 1iCO1 E�ii f J i r p r rt y ri#e r > pry per cies r� r or #« n f rrt r br i n t r< u eta } i9� r #u ring construction is the r ��rJsi k�%I�i � � #� S for licferc 1 support of 1ndividu�l web rr�ern rs on �it1 1 temporary general uidcan. r trd� r r it i r. I r r e� i brad n the Quem II structure i� the res two nsi i kith # the d ig n e r- Fair :.i ,r r 1, s#gra c �elEv Ferection;r� bracing, 011—IS # AN I/TP11 Quality Crher cd, DSS -89 find B 511 iluilding Compopent fabrnccitrra, qua oje Infoirmatiinn available from Trus Plate jnsfitut-e: 583 YO-nofrio Dri eracllson, W1 53719- . 7 August 1, 200 6 7 777 to Lane tet' suite 109 itru:g Heights, CA. 9561 OWN ON MiTek 108 0 9 13,06 4 L RAS 1 01 e I r 0 ruffs 1 ype ROO TRUSS �owLm%.> E kwutrlU I-)iL ), 11J HO FALLS, 11) X 440 .l iT rni ustdes M, Plate tf et �, : - -10,0-2-12 0 5x6 M [ 1 13 . W 0 Ju ulere1yoptional) - 4 u u s J a i I Z 2QU:5 M iTek I n dostrios, I nc- M on Aug 21 0915 36 2006 Page t 0-,-8 -0-0 -M 3x6 M110 LOADJNG (pso SPACING 2-0-0 T LL 35.0 Plates I a rea c 1.1 T DL 7.0 Lumber fricrease 1-1 BOLL 0.0 Rep Stress Incr YES B DL 7.o Code i 00 /TP1200 LUMBER TOFF CHORD 2 X 4,SPF 1650; 1-5E TT CHORD 2 X 4 SPF 1650E 1,5E VVEBS 2 X 4 SPF Stud!Std -E pt* -1H 2 X 6 DF 1800 F 1.6E REACTIONS (Ib/size) H= iO- - , F=1626/0-5-8 1~Aax H0 H=- Joad case ) Max U p liftH-z- (toad case 6), Fi-4 to d case ) 5X6 M 1120 1.5X4 W20 i I -� 1-8 __ m--,- CSI TC o.5 - BC 0.1-s B 0.5 ( Matrix). rn I C DEFL in (10c) I/deft Lid PLATE ert L R --0.03 -H fi999 240 M1120 e q L -0.06 - H >999 180 Hor i 'L O.C)l I` n1a M, a FORCES Ib - Ma i Mum ompre ion/Ma i rnum Tens -ion TOFF CHORD - =-172/10 , B- =- C) / , -D=-475/ 8 . D-E=019-I--I=-�` BOT H R D -H =0/446, l`- -z-6-89'536, D�F=-7121542 2 41 VE B B -H=-1 31/145:, B .=-442`1 , - =-109/907: -F=-1 5 11 /425 'i inti 1 Ib BRACING TU H UHURD truct"r A l vjnnrii tk. I GRIP 1",�1 Scale= 1-x3.1 fns ��verticals.�G 1I IV U If UCLIY a Ppil" r 6-0-0 OC p Lfriin , except BOT CHOR D Rigid ceiling directly applied Or 6-0-0 oc bracing. E R 1 Raw t midpt B_ , -H NOTES 1 'and; ASCE -� 90imph; b=T1DL=4.2pfa f3C;DL=4. f-ateo- I�, r�cld� 1�1=Fgable In r�tiir left and rig ht posed ; Lumber DL� 1 _ P late rip DL=`� _. This truss has been � l 1 -de ioned for a 10. p f bottom cinordi lies icad n no�curre rpt ,rifl� ) Tail tf'uis designed in �cca rd a f�e tJ� 1I'7e 0 I r`�ter>�at� n other 1G I���. standard ANSI TPJ 1. Residential I e sections 8502.11 1 and R802.10.2 . and reference LOAD CASE(S) Standard a A�r Q'r r�iJ �J 1 INE Design validfir me �r�1 with iT�f� �n r���#yrs. This design i� �a��d �r� MCLUDED I�' �' PAGE . 74 B�`oUn rtirr:ilrslcn, and is for an iriiijai kc-ldinComponent, pplic���fit�+ of �1e�in PCr�arnenTer.s and ��oroer Fr�car,�orotior~, Of Mpor',en�f is res,�+onif�ifi� of buil iS fir I T r f r; cif t irr�d I I is nd r, c1 if I temporary bracing dung deslg -er - not truss designer. Bracing shown erector. Additional eerr`none fa insure sta bifid during n�f c i re is the r s r� ikiffrt 1 ff-� � � rpt bra � irks of the c���r'a l l struc tvre is the , refa ccitfori, quQfty an roIPcnsi Ut of the building des grer, For en era l u � r a regarding ib + ,rctr nbracing,es lt N 1 ual' r�t�ria, -�� and BCi7 B��i�'r� �m��� ��afetInfarma on CIVOe from Truss Ua#e 1111sr9tute, 583 D-Onofrfo Drive, adis0n, d , August 21 P2006 7777 6r_aenbac Leas S Uite 1,109 Citrus Height8, n, -,A, 95610........:.. WOW N" &A MomL 0 runs . 0 rjwTyp e 08096-06 MG E ROOF TRUSS BMG VVEST (10 H0 FALLS), IDAHO FALLS, ID 83402., MiTek [-ndustries 0--x°1.5x4 M112-0 14 7.50 r 12 4x4 M1120- 1 -5x4 [1120 -1.5x4 M1120 11 B - j,b FVIILZU ;" rl1.5A MI 12D C 1-5)<4 M11201 D 5x6 M 11 0 ; � ty 1 Ply OODHQU SE & L E t N I - ;tor �u fP k 1496905 � I lJob l of r riCe (1.o tional 6.x.00 s .jul 1 0C)5 ITe lr��i���rl��, 1r�o. M.on Aug 21 €fig 15-136 2006 P, 1 1 - 420-5-8 - -0-0 r- q A IS I' f) U 3x4 M1120-- 1. 5x4 11 0- 1.5x4 MI 12 1.5x4 M 11 0 11 F 5x;3 M1120-: H 1.5X4 M1120 0 11 N�L 1, 5x4 M 11 0 11 0 K d L Scale m 1:91,4 f M M 11G 1.5x4 M1120 l l CO NT'INUOU BEo�. lid 3x41 1120= M M1120 11 1,5x4 M1120II 4-4,M110_1.5x4PA1140 3x4 [111 Plate Offsets X,Y): I12 P1��_� i ��=L - - i� � iocUd� L /d PL.ATFGRIP LOADINGsf rt(LL) -0.04 E- n/r 120 M12 197011 4 TLL_# Increase BC 0-44 r L� -inr � iCCL 7.0 Lumber increase 1.1 F1 n1a n/a BALL .0 Rep Stress In r YES Weight,- 109 Ifs Code Ir 0�0 ,'TPI200 (matrix) ADL 7.0� -- L� _ E3RACI H LU 'BER TOPCHORD Structural wood sheathing dirtior��ii�� �-0-0 o. ��rhi�1except TOP H1 D 2 X 4 SPF 16501F, 1-5E end verticals. BOTCHORD 2 X4SPF 165OF I - 5E BI H1 D Rigid ceiling direct[direct[y applied or -0-0 oc bracing. WEBS 2 X 4 SPF Stud/Std OTHERS 2 X 4 SPF tud?'td __ l rr1-- X'-1 1 1 ��1-r -r-�1 ref /1-��`^, �'-�I 7 /1 .- - F =-174/12-5-8. R=-241.112-5-8. U;-139/12-5-8, REACTIONS (Ib!size) Max Upfifk, -I 81(l ), LJ=-268(load case 6), "(load case =-7(load case ). Max case X- 11 load case �1), T=14 Ic�ad case ), F'=17 (hoed case ), .=1 6(load ease ) >��-'I 1��� - � � ��� �- 1 0Indcase. 1 1�= (I�ad case ; U-1 (load case 1), V=205(load ), FORCES (l dri - ala i morn Compression/Maxi mum Tension � ��` �1 µH -'I n�' 1 �, NJ-I� - ��� �, E�.� �-41 ��� 1 , r--� , R D - B= -10 / , B. -C=-55134, ; - [ =-83140, D- E = -139/43, E- F=- 50 •, F-�. ' —R J T --44 ! / 6134 1 I L ." ^.T79 82 81 L— =01901 — X L + / _ OT CHORD R ^ =-10/ 8, - --246 , P -Q= -727/154630-F1=-696/5253 N-0 U -V=- ,r : , T -U-- /53 , -T-0/0, FRY -10 / __ - =_ 1-P �� 0251 H- =- 1 -F =-1 c) , =- 7M , D -V= r �' r+ . C - VV= -1 , 1,,E l-I� � i�, � : ,� � , -1 NOTES -1) Unbalan o:d noof live loads h1av b re considered for this _ deign.-nc1aze - FR gable Wid Zone- Cantilever left and Wind- ASCE 7- , 0mph, = ft, T DL=4. p f, SL= . p� Category Il: � p; � rig ht exposed LUMber DSL=1. plate grip DOL=1.33. - ar� �f t� tr+�s �t-rh ��r �tud�� ������ �� �,rEr�d �r��r�� t� ��� ���, etr�dard hndutr�} al�le 31 True desi�Ined for �r�ir-�d Ioad irl the p1 End, Details as applicab h , or consult qualified build_ina d e- sign r as per ANSI. -TPI 1-2002- 4) Thi5 - 00 - 5 truss has been designed for a I O.O p f bottoms chord I ivc load nonc n urr nt with any other live loads_ Gable studs spaced at 2-0-0 0 , _ a rain �ai�� using I1�TP1 "I angle %� resin f�rr•r7u1a_ ��ildkr-rg designer should verifycapCi Bearing at ani r�t(s) , T a �ilder paraiil t ofbearing surface. 1 Non Standard bearing condition. Review required'. h truss i designed in accordance it the International �`i-�at«n Residential Code �se tinR502.11+1 and R802.1 0.2 and referenced standard ANSI.ITPI 1. LOAD CASE(S) Siandard a a? a~ r7. O -MTS AND ;fir U�ED ZT �' 'C:JE P.A 473 B -PO1R USE' - lVeaI and i5 for an inoividua I building cor nponent. L i n valid for n o with �'f ek ccs n nec l ars. This design is based a n upon P gra psi �r A pry lira bility of de�lg n � �r a rs end pro rine �r ration ct ca'mpanent is responsrbilily of building designer not true designer_ bracing shown `viduol eD ambers only. d�difionol tarnperar bracing to insure #a1 lki r urlry carp tr aticn is fhe are rdilnlfy of the is oar Ictralrff Ind� J erector, ,�d�iti��a I � �� r��rtit I�r� � i n � � f t b.� ���r+a 11 sfru �t u r� i� the responsI k�Gli of the building rte c� i r-la�rt_ >=c�r g e n era g u i � fab lcof on, qua'll'i'S� .ma storage, delivery, r r fia �a�d �r�cin cans�.rlf ANI I1 Quality CT'texia, EM-89'an"I BC:S" Building Component Safely Injoymotian avoihcble from .irvsr, Mate Insfifute, 583 D' nofna Drive, adt�an, W1 5:3719 - Qty 71 - s a August 21,20013 7777 Greenback Lane suite 109 itras Heights, 0A. 95610 _m MiTek is k t G Jaber � ru�_s TRe M -F= TRUSS BMC VVEST (][)A FALL j,1DAHO FALLS, ID 83402, MiTek Industries - A --0-0 -G-0 A 5X6 J f0 7.50 ['1 3X4 M11 0 -, C i 1-5X4 M11201 D�. M 112 10 WE 1 5x8 1`4 l' 12 0 qty Ply1HE & LEiVT - SPEC 1 12 1 R22496906 Job Reference 0-Aion al Elul 13 200 5 I fiTe k I n duStnes, I n c. Mo n Aug 21 09:15:37 20 06 Pae 1 18-0-D ME 6-0-0 -0-D Plate Offsets X, ' E$'D- - ,D -1 :0-1-1, --1- _ — -_ F:0-3-6-,0-0-15], rl.0-4--0 0-3- LOADING - - } L DIN (psi SPACING _o -o 'SSI DEL ;I TOLL .0 1PJat I ncre se CDL 7_0 Lumber Increase 1.15 13C 0.27 Vert(TL) -0.1 P LL 0, 1 eP Stress I n r YES H-1.� 0. BL IFaTPI HorzTL) 0,c)F LUMBER�._ TOP CHORD 2 X 4 SPF'1650F 1.5E BOT CHOP, D 2 X4 8 PF1 OF 1.!5E WEBS 2 X 4,SPF Eftudl td REACTIONS(lb/size) B=133910- � F=1356/0-7-8 MaxMax Horz B;--243(load case 4) UpliftB=-3 (load ease ), F=- 4300ad ca -a ) FORCES (1b) - M a imUM Comp resslo a M rr- um Tension TOP CHORD -B;--0/ ,-=-1740/ r_ D=-1 05W0 j -E =-1204 E BS C -J=0/213, -1= 555/220, D-1--108 , F -J.==-51 pro E - H=0/209 BRACING 3x4 PSI I0 0 H I. X4 M1120 11 1/d e fl >a >9199 n/a 4-0-1) 4-0-0 -0-0 F 5x6 11120 PLATES, MI ejght: 97 lb -M 240 GIMP 197'144 to scale = 1:55.5 I UV H FL) Structural wood sheathing directly applied Or 5-0-10 o purlins. SOT HOP C Rigid coifing directly applied or 10-0-0 oc bracing. p NOTES 1 Unbalanced roof live loads have been cO r� ide-red for this design, Wind: ASCE 7-0mp h; h= ; T CSL=_pf; � L = � Category p rf; Lip r-�I Fr7dzone; r�tJlrr left .right exposed ; Lumber DL=1. plate grlp CSL=1 ._ This truss has been designed for a. 10.0 p f bottom chord live load _ nanco rurrc.-Mt With any other fve. loads.4This truss iS designed in a0cordance With the 2003 Jrtrnatior1�drt�a1dsections F _ 1 y�arid F�.�d r�nedtandard A1ITiPI I LO CASE(S) Standar 1 WARNZNG r VerjfV a e—"'ign Parameters a nd READ X0,TkS ON TV, 53 AND M, CL UDED I s a I id f s only if el ion tors, TJX si n i r� I r� TE REFERENCE Pel -9 IT 74 BEFORE . �AppiicnI�GIi of d�5i n Pararnenters sand proper inaorparatiarr Of corgi onent isresponsibility �hs�v,rn, e�rr� i� for �r1 ir'r�f�vi���l i��il inn ��r~��a���r�f, Rsf�rlaf�f su- _ pari irl Iii u i �r, r rtii _ d i#i r, 1 f rn rar br in t iras r t llldl u r iganer - riot• fru Is designer_ Bracing shown erector, dditionaI m0neni bracing f tine overra11 struatur i the responsibility of the buJldin _ � aar�efruafi�n ,� #�c r&sp n,s�billif �� }�� fabricofion, +�uoirty cor�trola s+orag�r deiiver-�rJ erection ond bracing, co�sult I RlI � � c�si��r. For �r,�r�� ��d���� r���r�i!��� a'L-t InfOFMati ars avo ila b Ie frarnn Truss Plate J ns# i#a_rte..�$ D" n frio Drive, di on, 1 15 1 r�t�ri�r � ��� � �I'1 d � � I � ��i I�irl � Compo r� � nt 7777 reennaok Lary Suite 10-9 et us H e ig hts. CA: 9561 ......... . . . . . . a IN.LP r r job- Truss 080915-06, 1 B I E gMG WEST ('1DAHO "rALLS), IDAHO FALL�, F= I We ROOF TRUSS 0l��Li IN I Qty 1 PIS I () H U E LEE CONST - SPEC #1 a R2 4 96907 1 1 Job el'el'r�Etional _ -- . Ju C f�1iT k, ir�du tri .. I _ ce 1 do Aug 1 09:15. � ��� � I 24-0-0 26-0-0__ -- 1-- o W 12- 0-0 0-- 4x4 M 1120 _ 1,5x4 M1120 11 H 1-5x4 011120 1 1. 1 111 1 I 1.5x4 x'11120 11 5x6 x'11120= `i .b 4 M4 2 -U ! o _ 1V Le—,V i.5 x4 M1120 11 1,5x4 M1120 11 1.5X4 M1120 y 1,5x4 M1120 11 j ..5 4 M112-0 ! 1,5x4 M1120 -0-0 _ 24-0- -.- fft J - _ -i:1N:0-8-2,0-0-1 lr [U:0�3-0, - - DBPL in (IC6 LOADING (psO TOLL 35.0 TIAL 7.0 BOLL 0.0 BDL 7,0 SPACING-�-� Plates Increase 1.1 Lumber Increase 1.1 Rep Stress Incr YES Code 1RC200 /TPi 00 LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E SOT CHORD 2 X 4 SPF 1650E I_5E OTHERS 2 X 4 FF turd/Std TG 0.34 0.14 B 0.1 (Matrix) r rt(LL) Vert(TL). icor L) -0.06 0 -x].08 0.01 BRACING TOPCHORD BOT CHORD I?deft. n/r n/F n1a Lid 120 120 n1a PLATES FI P M1120 197/144 Weight: 114 Ike Scale = 1_5S.0 Structural wood sheathing directly applied or, -0-0 cc purlins. R igid ceiling directly applied or 10-0-0 oe bracing. R AC T1 N S (lb, siz e) B -38 2/24-0- . LjT167/ --0-0, 19 412 4- -0, l /24-0 0, Wa198124- 0, X=1881'24-0Cha - 7J24-0-0, , .? 4-0-0, Ti =194/2 -0-0, =198'24-13-0;R=188/24-0-01 =22V24- - - a - ,� Max Horz B_ -lid case ) od case). -1 load case fir -8 (l ad case ), =-7 (I ad Case ), Max Upleft=_j 1 load case F =- sc = load case 4), Tom- Io -ad case ), =- (load case ), =- 4 1 d __ (load case ), P=_ 18(load case Max.ray E�-���ad ease � . U=16 ' Ioad ease 1), = 0 lead cage 7), N = (load case 1), VV=1 (laud case 1), e 7 = load case 1),= (load case ), T= 0 (load nese . S=19 00;�d ease 1), =1 .8(load case ), ;-- load case 1), P= (1,oad case FORCE'S (Ib) - MaxMim ompresslon/ a i um Teri i ri 1 4 F- =-7311 4, -H -73/210, H-9= -73/1 , I- �=-73,1451 TOP CHORD -B�- 1 0, B --j 9r01 , -D= 162/144; D -E-A 2011140, E -F-- r , J- "-73/80, 1 -L--74/51 , L4A=- jf%55, V, -N=-1 09/67 - -0/ -OT CHORD B- -0i I .JP - 11 9 i R -S; - 0/ 19 , 0-R=-30/192, =-30/1 - =—. a X192, -P=-30/192 _y = ^- 1 ID -RJ-1 651951 L- --1 81/112, 1 -P=-114151 ATE 1 1 Unbalanced roof lire loads have been ansid red t�� this design. � ° enclosed; 11�1�F g��le end ��r��, cantilever left a�� Wind: ASCE 7-981 0 Ph h= 5 ; T DLT4- p f; B� CSL=4. psf-, Category{ II, p , right exposed ; Lumber D L=1 -33 Plate grip D L=1.33. -� the 1ar� �f the tri �n� For studexpos to Enc� (normal to the Via, Standard Industry Gable rt Truss de I d for wrid load i n p End De -lads as applicable, or consult qualified building designer arS per N VTP 1 1-2002. beep. deli� reed to aI 10- psf bo oe� chord live load nonconcur'r nt th an other five i�a�l • �� This truss 'ba 5 Gable requires continuous bottom chord bearing- 6) earirig_ Gable toad spaced at 2-0-01 0c. 01,2 . . - - �� Intrnati�nal f-��id�ntial Code eeti�r�s 5.11.1 and R8012.1and refer-r�cd 7 This truss 1s desianed in ac ordancrc With tibc standard ANSI/TPI 1, LOAD CASE(S) Standard - F ri -ters 4ar:d �D�NOTESON 3'"�5iIS AND LUDSD MIT FE CE RAGE MU -74 73 AL WAS f Sr k i n �_tcrs This deli rl Is bases 9 only u on para show n, and is for an 1ndividucI bUiIdin corrq ronent. si n wd ,id for use only y w1in ff rs mrd r r 3n r r�ticn of corr�pct enl i� responsibility c)f build�r,.a d Signe not truss designer. �r��in� sh vin App l c biIiTy of desig n paramc�nte ''- "f r s n ibill��y 01 r for later -c! i ct ireiivi Ib rr7r b only, �d%t i I trr7r Ire ei n to inre std ki 1i dt-n ntru �. n is tf� is r e t r, ditian I er r,� r1t it.)_q of the eve'a 115tr° t+�r i the r p ns�k ilii ' f tl e° r «�I.�in i s� - r��dr� 11� � arc T p ,� erecTion and bracing consult A I/TPl1 Quc1r}y rifer r �Idit�urrtir}nt f al�ricatior'�, o{uclt c��ntrol, stc��ag�r delivery, R DSB a let Information aw i la q- f re m T rus s P I to Institute, 583 D'O naf rio Drive. Mc: d i sore, W11 53719. _ -- f 7717 u ito C itru August 21,2006 IP on rUss runs Type D8096-06 B2 MONO TRUSS RMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402, Mi Tek Industries --0-0 %.ity til 122496908 Job Reference (optional 6.200 s Jul 13 2005 Wak llniju es, Inc. Mon Aug 21 X19:15:38 200 PSI ,j 4_6.2 _ 9 R- "I rl_R -- e 1.5X4 M1120 11 11 LOADING (Pso SPACING -0- i` L L 35.0 PJates Increase 1.15 T C L 7.D Lumber increase 1.1 8 LL 0.0 Rep Stress, Incr YES BCDL 7.0 Code I R 037P f 2 002 LUMBER TOP CHORD R 4 SPP 165OF 1,5E BOT CHORD 2 X 4 SPF 2400E 2.0E VVEBS 2 X 4 SPF Stud/Std REACTIONS (lb/size) B=632/0,3-8, E=395/0 -5-8 e Hort E= 0200ad case 51 MaxU P IMS= -1 4(Ioa d case 5), E=-16000ad case ) 1 TC 0.39 IAC 0.38 E3 0.2D (Matrix-) FORCES (1b) - Maxim am OMPr ssion/Ma imum Tension TOP CHOIR D A-13=0/92, 92, S- �-454/ 15, -L) =- l 14/61, C)- E =-1.51 /91 BOT CHORD -E=-165/290 WEBS _-E =-3441'1 1G-8 LEFT. Vert(LL) Ve Irt'Q Harz(TL) In -0.23 -0.47 0.00 MACING TOPIBRD E -3T CHORD 3x4 M1120-- 1 G -8 E1 0= W. ---------------------------------------------- lidefl d 5-E >452 240 8-E >220 180 E n/a n/a ''LATE M11 0 Weight, 36 lb GRIP 197/144 Scale = 1.-38-9 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals_ Frigid ceiling directly applied or 10-0-0 oc brat -in g. NOTES Category p ; onIsed; WF'R S ga.�Ie ertd z�r��; ��Itil'��er I� and exposed , Lumber C L=1. plate grip L=1, _ This truss has been designed for e 1 _0 pf bottom chord five load noncone E �1Prr Irrl If IIer�dr�e �ridli Iternli'r�'ltftfptl�r Ile wide r`xeJ Residential esections .1 1. and R802.10.2 referenced standard hIJjTPf I _ LAID CASE(.) Standard AIWAPJVLVCI Verlfg de -57z gn P a-rcl 13 rs an d RZAD No TBjS ON THIS AND LYCLUD.ED De�ign valid for use only ori#n #�'�k cor�e��ectors. This dirt is bc�ed Onl�' upon parameters �" REFERENCEE If �:' � � �� �'� p13111cab li of design I�01ramenters and prOP�r ncorporci ion of component i5�res o shown. �n� i� for �n ia��i duel ��a�lcfi. i� for l# r f o fits i ri I.F T l r r �'r , t r c r~ I. r�1 d Its I# f'r1 ba a k i l i f k ii rFr� i gn ar - not truss I ismer_ BFo-circ s h o�rI '�i tr_Additional Permanent ref r r of t[rr r CI tr fiura is a po ry bracing to insure sio-Dliduring consfru�tiori is the respon5i ifiily Q,- the- ir, qucilft onfrol, sfarage, delivery, erection and brocin�. ��� � Y Of the btalld�r�g designer- ��r general �r�d�r��� r�c�ar�ir�� Safo# Infoirnation Ov aiJable fro, -n Truss Plaf� In, fifuite, 583 D' nofri Dr ve, dis�� f 53719. Tri iruins! DSO -89 and BCSIJ Budding Component ;N August 21.,2006 7777 Greenback Lane Suite 109 ixru s H e igh ts, CA, 9:561 MITekm ,fob - 132E E MON TRU S - 0�0 101 f' _ 1) 112 1.5x4 M 1 C 0 I', C i WOODHOU E & LEE CONST - SPEC #1 R22496M, a 4ob Reference (optional') . Jul13 iTek industries, Jnc. Mon Aug 1 09:15. �[�� ��� ',,5x4 M 11 0 11 197 A .5 4 M1120 1-5x4 Mi120 1.5x4 MUG! E 4 Alla= L n/r 121 nr 1 .5 z—., IVi120 11 1.5x4 4 DA[t,20 : I 1-5x4i M1120 11 LOADING SPACING -0-0 CSI DEFT. in Pic °T LL 35.0 plates Ivrea i CDI_ 7.0 Lumber Increase 1.15 BC 0-02 Vert(TQ -0.02 ALL 101.0 Rep Stress in r YES W13 0.07 Horz�7L) 0.00 E DL 7.0 Code IRC20037P12002 (Matrix) LUMBER MBEl TOP CHORD 2 X 4 SPF 1650E 1.5E [3T CHORD 2 X 4 SPF 165 -OF 1.5E VE BS 2, X 4 SPF StudYStd OTHERS 2X 4 S P F Stud -Itd BRACING TOP FOR D SOT CHORD J �. H 1.5x4 rel I c 2 C �..; bt[20 11 I/ defi Ld n/r 121 nr 120 ria. n1 PLATES 11110 Weight, 44 lb FII 1971144 Scale - 1-41,8 Structural wood sheathing dilrectly applied or --0-0 oc purlins, except end v rtical - i id c i1i ig d i redly applied a r 10-0-0 ac brad ria. REACTION Ib!'si e B=36618-10-8. H-10/8-10-8. L=79/8-10-8, K=2231e _1 -181 J-200/8-10-9, 1=152 8-10-8 Max Harz B= (load casi= ^- � � � � I =-�� I�a� � � ), J=-81(load case , 1=- 1oacl ase ) Max pliftB-- (load case 5), H=- �laa case ), L 1301- ),1-152(load case e H7--10(load c�as 1), L= (liaad case ), 1 = (load ca 1)r J= 00(lioad 1 ., 1 FORCES IbI - Klaxinnum Campresslon/ a imurn Tension T P H l - _ , 8- =-1 �r -D=-191/57, D -E; 17/42, F -F=- 15/41, F- =- 7{ , -H�-�1016 BOT r HOP D B --L= /0, -L;--/C J- =0/0. I -J=0/0 H-I=OjteO NOTES h= ft T DL=4T f; B DL�4_ psf, Category I1; Exp enclosed, I. FF ab[e rid zeas, cantilever left ars 1 Wind: ASCE 7-98, 0mph, � rift expo -sed ; Lumbar DL=1.33 plata grip DOL=1.334 ' In of the tress gni For stead paid to 1n (normal to the face),,see tar�d�rd �rt�it�t ��bl.a Truss designed ��r'1rI'�Lri� ��� _ ISI ��� plane End Details as appiicabt , or ori ult qualified bullaing designer as per ANSI, -TPI 1-2002.. ' is truss has been d e i reed for a 10_ psf bottom chard live load no nconcurrent with any other live loads. � T�r� true � 4) Gable requires contirl uo us bottom cliord beari n - abl studs spaced at - -0 ao_ This truss is designed rn 2c�.�ord ano with the 2003 International Re idential Code tiorns R502-1 �1.1 and F 0 .10. and r fer need tanciard AN 3 IiTPi I - LOAD GAS E( Standard - r s .� o -fi AND ii L D �D E F R NC P c,-9 } 11_ 47 BEFORE E. WAS' wild for ruse Only V,/1ih �Vi� Tek �enneclors_ THIS design is based only upon parameters shown, �n�1 is f �r� in �i�u�,l �� esi n r. Br, Lna s t. ���I�n � c�srbi� of buu�li���1 d�5ir�er - riof ZrUiS� designer. �r�i�, Sfric��r'1 Iia bilit t de F In rai-T-ke tors ars proper incorporation of component is resp l su art of ir-ti 1-vidu l web rnernbers oniy. Addiflon til iernperar brocing to insure 0abilit �during'c;�nslru f n is t�� r�sp�lr��i 5111#� of the is for 1aier pp boding designer. = - ge-nera.l guidance regart�in erector_ AddliGonai errnanenf brcr in of tyle overall structure is the r���c�n��bilrl � i�7� " D g-89 and B E1 Buitlding omponenf fabrication, qualit�� control, storage, delivery, erecilo I and I racing, ronsvlt ANSI,TPi7 Quaitf Crit�er �cr, . Sof t ti+ rrrtic #ii r� ailable fr�or n Tr1-r3s Pate Ir! titufe� 583 D' noo ii DTIver adison, 'l 63 19. R August 21,2006 777 GreenbacK Lane Suite 101 citrus Helghts_ CA, 9,5610 runs io .rugs I We CI -G ROOFTRUSS BAAC WEST (IDAHO FALLS), DAHO FALLS, M 83402, MiTek ek Industr-es --1 3-2-12 6-58 3-2-112 5X6 MUG= C I 0 VVOUUHOUSE & LEE CONST - SPEC #1 Job Reference .o tionali 6,200 s Jul 2005 WiTek Indu-stf��� Inc.Ing��n Aug.�.,1 ��� 006 Page 1 THD26 8XI 0 MI 120 8 I 0 Mi 120 - THD26 THD26 4- -11 Plate Offseis :0--1 1, 0-2-81, :0-.,�o,- -.. LOADING (pso SPACING 2 -0-0 T LL 35,D Plates Increase 1.1 TDL 7.0Lumber Iver _�1 ALL �,� Rep tri Inr NO SCDL Code Ili 00/TP1 00 LUMBER. TOP CHORD 2 X 4 SPF 11350E 1,5E BOT CHORD 2 X6 LSF1 O F1.6E B-7- 1 DEFL T .0. 21 Fart( L L) BC 0.50Vert(TL) B 0.95 H of (TL) (Matrix) It °} 4 +9 A in Ioc) l/deft L/d IDEATES -0.08 F- 240 X11120 -0.12 E- 180 Weight: 118 lb Bifid TLOHf D ESOT CHORD GRI 197/144 Structural wood sheathing directly applied or -0-0 oc purlir-r _ frigid ceil-ing directfy applied or 10-0,0 ac bracing. REACT10NS fb/slze) A=3755/0-5-8, E=3573/0-5-8 Max Hor A=1 (lca f case 4) Max LJPli =-1 load case , Ez7(doad case FORCES alb) Maximum Cornp rre io n/Max i mum Tension TOP CHORD A- =-49W955, B- =-4865,1973, a- =-5229/12 74 . DyE _ - 63/1 256 -1=- 41 i -J,- 1/ 1 , J -I --5911?2917, F-- =-591,1291 F -L= - E -L--1 DC J 4 , 1 , WE - =- 1 - =- r /2500P -F=- 1 / 1 , D -F=- 3711 4 NOTES 12 -ply truss to be connected together with 0.1 1 "xY Naris as fellow. Top chords connected as fyflo-ws= 2 X 4 - 1 roe at 0-9-0 c)c. Bottorn chords connected as follows. 2 X 6. ` 2 rom at 0-oc. Webs connected as follows- 2 X 4 1 row at 0-9-0 oc. All f oad s are canidcred E_,q ually applied to a 1 piis; eept if noted a1'rer�t�5 �r bay conr���ti�r� ��� been�r���id��d t� �ftril�r�% �r�l I��d � (8) e in the LOAD E.) e tiri_ �'i to p! r��t�d � ��F� �r �C ��, �nless otherwise indicated. Unbalanced roof live loads have been considered for this design. Wind- ASCE 7-98. 90rriph,h= ftF T DL=4. f, L,4. f date f!+ right exposed ; Lumber DOL=1 _. plate grip I Lit _ . � � ,� , enclosed; l ,�F �ak�le end +�rti ; cantilever left and This truss has been designed for ;a 10.0 p f bottom chord five load nonec)ncurr ) This truss is designed in accordance with th� .00International rpt t� �� other five. loads. l I�dentialdtin, 1 1.1 and F.1d referenced Standard A f/Tpl 1. 7) U ;s e U S F T 6 1 D Fth 1 ed nails into Girder & NASD nails into Truss) or equivalent spaced at 2-0-0 or, max. startin at 0- end to 4-9-4 to Tonne t truss(es) (1 ply X 4 PF) to fret face of bottom chord. � � from the I Fill all rail Boles where h2nger is in rontact with 1umb,er. F-Iar7er"or other connection die(s) shall be providd suffient to ars 1�pt-trrratef lad 1 "� Ib dry and lb Ut -- Ib clown and 340 lb up at 8-9,4, and 1199 lb down and 340 Ib up a4 1 C-9-4 on bottoma connection device(s) is the responsibility Of oth r�. The de i n/sele tiar of such LOAD CASE(S) Standard Continued on pace Scale = 120.7 0 C' A -Verify designparametars and kEAD moTRs 0 7Kt D IN L CL ' will 1110 W Desi n ole- for use and ith MiTek Conneotors_ This �i��i n i� � ofll� ����a �r�r�not r� �� EK FE CE FAGS 7473 B.EFO USE. +�pp�icobilii-y� �f d��i�� ��.r�rr��rrt�rs ar�d �r���r ir���rr'�atJ�r� �o� ���`np��r��r�f i��r�� �n�if�ilit shown, �rtid is for ori ir��JividuaJ buifdir�g corr-ro:�er�f. is for Iteral support of ir�div[duol eb members only- Additional tem cwa bracing ]� st �u�l��r�� ����� � ��# truss drv�i�r��r_ �rooirr� shown erector_ tri I r n rpt h rr i t t I] str�u t r is t h o r .i �i li to insure f I rJrt d const ors rurt�on is t h res ponsibi I Iit of the fc�brication. q U�lity or�,troI, stc}r���. � t�ry b��i.l�iin� ���i��n�r. Fir ��r��r�al guid�artice regar�Ii'n delivery, ereQtior, on,d brc7cing, consult ANSI/TPI Quality Crfteria, DS3-89 grrd 13CSII Building Componerif c fety Iretorrnrarf on Ovail ble. frorn Truss Plate Insfitute, 5a3 D' nofrio orivo. c igon, W1 53719, August . 1 , 2006 7777 Greenback Lane �r Suite i m Citrus Reights. cA,, 956100 40LE.R MITek a Jo 08096-0C Truss ti Tri P - c R00F TRUSS (1.D H0 FALLS), IDAHO FALLS, ID 33402. TV iTek Indusiries LOAD .E() Standard 1 Regular: Lumber inf,-r ase -1.1 , Plate Increase -1.1 Uniform Loads �Plf) Vert: Aye= -84_ C -E=-84, Concentrated Loads (1b) `pert: F=-1 199(,F) Fir --7F) 1--837(F) J--S7(F �- �F L=� �1,F W MY 11 .iv ip Ply '� 0ODH LI E & LEE CON - SPED #1 F 1 2_ I -Job Reference t<ona ,200 s Jul 13 2005 MiTek Industnies. Inc buildingM'l11I111 READ NOTES ON THIS AND INCLUDED MrTB'K '?B-FJSRBNC_S ZA r__& NJI 74 73 RHF0 RE USE AWARIONG - VerVg desigil paranlaers Wtd ividuall component. Desi n valid for use Daly rite, M1-1ek c;onne�fors. Thi ��si�r7 i� b�s�� only ���� p�r�rr����rli spa r builandding is designer -not t uss designer_ Braing shown I�plaaodilit of desigir) parc3rneniers and proper incorpora.t on of cornpaner i is resp tn�n��r�ty �tabili dudng construction is the responsibility of the 7� for lat�r�� support �f ir��iirr��ual e b mern bec�r�l�r. ,��lditira �a i ternporciry Ira i � i n � r ividu r cin of the overall siructure is the responsibility of the building designer. For general guidance regarding r �tc)r. ve, elec#ian and �ac�nr consult 4F'i,'i1 usl: Criterrctr CB -89 and BI1 Bu1W1rComponent fab6ctorir 1JO'Carltralr storage, del' Safety information avallcible front Truss Plate institute, 583'D' nofrio Wive, ani:son, WI 53719, M -on Aug 21 a -. 1-5 -39 2006 Page 7777 Greenback Lame =00�1010 S-0 ite 109 "our hrus Heights, -A, g 1 { MiTek Truss�TrLs r P _ ' '' °q _ typ' , r.311OL1 E & LEE CONST PE #f � 822406911 BI ET ID A FO FA LL FP F L _ d liT k nUMFi� _ Job Refer��i � (optional) _ Jul fi[ iiTk rndu#ri, Inc. Bion Aug 21 69=1 5:39 206 Faq�j -0-0 -5-8 12-11-0 -5-8 F P I a te off t LOADING (p TOLL- 35.0 TDL 7.o BOLL 0.0 BDL 7.0 C Rru s H e ights, CA, 9 56 101, - "- MIOTaks SPACING CS1 LUMBER TOP CHO f D X SPF 1 0P 1. E BOT CHORD 2 X 4 SPF 165OF 1.5E OTHERS X 4 SPF Stud/Std �Max HorzB=134(load case 4)J=-28(load case 3) FORCE. (ib _ Maximum �ompreion/I'aimum Tension BOT CHORD B -N=-10/124 NOTES 1) U nbalanc ��d roof live loads have been oP �idered for this design. Wind- ASCE � 0m ph: [�_; T�D L=Pf; �L=4.2pf; Category 11- E right exposed , a � : enclosed; P�F gable end zone; cantilever Jeft and[��rr�f�er DL,1. plate grip DL=1 ., Truss designed for wind load in then plane of the true only. For studs e �Eis nd Detii applicab1e, or on-s�rft qualifiedbk.,ild�n�� d to �r�d ��rr`r��i to the f��, � Standard Itidustry Gable Th tri has rn been eag r�ed for 1 +�.0 f botko. � designer � Per I�T�'J 1,��. 5) Gable requires confinuous Wtom chord bearing. P chord live load nonconurrent with ar°r other live lo6) Gable StUds spaced at 2-0-0 oc. ads. This truss i's designed in accordance rite the 00 JintrnationaE Residential Code sections F01 1 fa _ 1 and 0. 1 0. andandP��� rd ANSI/TPI 1- fern ced ai�r i it �ar�p�r���at 6X0 A W'4RNLV(; - 'Ve-nfY design P aMmeters and READ NOTES oAr THIS AND e Desig n �� fl� f use on a �r� ,� 'Z �",�`� �.GB Mr- 74 73 .�Z.�`t�us E E. q== r canr-ktoes. 1h � I� design Is bo sed oly n u por7 p�arcr�et� s hor� or-ti�l Is for ar� iradf'VR�I uaJ buif�ii� co Appiicak��fi of de -sign s cind proper incorporaFon of � g por3e�#, for l�rtera l s u pporl Of irrd iii d Us� l �� rr�e rr� er� only, Ad�iition a f temporary component e s r���o�,���iPit �f building �i ��f � � �r - not truss �1�sd� r� ter_ Bracing � h �5.�,�n be -acing to insure s#���Ia�:r d�rir� constructioni� #�� r�s�on�P�i�iif �f t�� erector, �i�itioa�oP rmar�e r�l brn �in 9 of tP�a overaiP stT�uct�rre is the respo�isik�ifi �� f�� building designer- fabrrcatic�r�, qualify control, storcre: eJiver�r, erectionon� k�6"noffioacir�, ���.s�r� ��I��� ���' � - Fir general ���{ C��-� ���1 gel ��ri�d��� guidance regar�ln e ir�forxr,��ror� available RomRomTruss Picte Jns#tufer 53. C�r�Ver 1is B MG WEST I D -- Truss Tr ; ypo D1 ROOF TRUSS FALL,5), ID;\HD FALLS, ID 83402, MiTek Industries --0 5-11- 5x6 M 1120 N — +,f LSE CONST `L - PEC *—I R22491591J Job Refercric (0 tiOrla - C.. 00 s Jul 13 2005 MiTek Industries, Inc. Mon Aug 9:155 20D6 Page I 11-1-11-0 51-11-8 --0 scale = 1:30.5 11-8 5-11-8 Platef et _ - - - T -�I , _ P 0- -1,0-1 1 D FL in (Icy) ifde1 Lid PLATES WADI ` sFS I -0�� _ � 9 2 f 1120 TALL � plates tncra 180 1 BC 0,20 Vert(TL)-0.05 -F >999 Lumber Increase 1.1 TCDL 7.0 0 BC LL 0.0 Pcp Stress lner YES VVB 0.12 Hor T ) 0.01 D nja Weight- 39 lb B DL 7.0 Code I 00 :FFP12002 Matrix) L_ LUMBER Tip' CHORD BOT CHORD WEBS X 4 SPF 165OF 1.5E X 4 SPF 165OF I .E X 4 SPF Stud/Std EA Tl i (Ib/size) B-755/0-5-8,- MaX H o r7 B= 4(load case ) Uax pli l3-- (lo d case ), D=- ' (load case ) FORCF=S �Ib) =Cain um Corr,pre ion/Ma irr um Tension T PCH OIC D -B=0/9 , B- =-658/"100, C-1)=-65&199. D -E =G/9 BOT CH0RD B -F-9/4,41, D -F=-91441 VE BS C -F^0/21 BRACING TOP CHORD BOT H OR D GRIP' 197/144 Structural good sheathing directly applied or 6-0-0 OC Purl—Ins. i iciid ceiling directly applied or 10-c-0 oc bradn . 1 F Unbalanced roof live loads av been ror� ifor thils design. - � closed-. 1,AV FRS gable end n n : c nti le v r left and ASC .",E E 7-' . amph, I�= 5 ; T Dl_- , p f, B DL`= _ p f, Category I1, E ri r[l�tpod Lfor CL=1 .33 Lfri �I L= ._ rr����iikl�r other Ir loan Ti�i trL� h�. been designed for 10.0 psf bottom chord fig load r�or�conur .1 1 _1 n .1 0,and referenced 4) This truss t designed In accordance with the� International I�IC��ntl�[ ��� ��ti�f� ta'nda rd ANSI/TPI 1. LOAD CASE(S) Standard de -sign _ d �D NOTES 01V �'j#jT AND cL VDED TTZK PE E PAGE M11 7 473 B US -E NA"LNG. e.flfy e'� connectors- ThIS design i Lased only upon poramelers shown., and is for ari indivi [siduol k�uilding component. a lid for use only itl - Of desi pplicO' � ra crr�n t�F� C1 �� pro ��r r �a �r�ra �w�� moi' +�� M. pot�er�t � responsibilit�,� of b u�9d i ng d esi g r�er - not tr�u ss design ter_ arc air g s hen 10 li�+,+r n P is the • did uol e!� rr��rr�bers or�1y, .Addifiional fremp�r�e�' I�ro�rrs� t� insures stability �:°ur�n� ��r7sT�4��ti�r��.li��6�c� r��cr�i�r�l ty of �h� �s for loteral support of 4r+ erector. �ddlrfion�I p�rr'n anc rn bracing of the overall struc-ture -is the responsibiN of the building de Brier. For genera gg r k3bricationr quafity� aor-itrol. storage. deli er rr -er'eo1i r� ro1f� r consult f� 1 1 L1C11Lt' rf +ATE r eft of rm Fits a r +il k i frau-i truss Platte lns itute, 583 D' nofn Drive, Madison, Wl 53719. �- August 21,2006 7777 Greenback Lane Suite 10-9 Citrus Heights, , 95510 MiTek 0 DO Job Trus s Ty� TruD � BMC INEST 0A H O FALLS), S), I DA H O FALLS, ID 834192. WiT f nd ustries k Qty ! t 5x,3 M112D li I Y Wl" � r6U �SE& L EE C 0 N ST - SPEC #I;2 - .— Job Reference- (Glptional) R22496913 . 00 S Jut 13 2005 MiTek Jndustdes, Inc. Mon Aug1 09.1 � 41 2006 Page I Scale = 1-27-8 THD26 THD26 3,x12 M1 T9wD THIDrti1i1 Plate Offsets ( [kD- -I.0. -2-81, - - - - - - _._ a 8 LOADING (Psi TOLL 35,0 TC DL 7.o BCLL 0.c SDL 7.o SPACING 2-0-0 Plate Increase 1.15 Lumber Increase 1.1 Rep Stress Incr NO Code I 003/ P[200 LUB E TOP CHORD 2 X 4 SPF 165OF 1,5E T CHORD 2 X B DF ES VVEBS 2 X 4 SPF 1650F 1.5E REACTIONS (Ib ize) A-5435/0-5-8. C=5295/0-5_8 - a Hor=11 (load case 4) MaxUpli =-1 1 (load case . C=-127800ad case CSI TO 0.42 6C 0.80 6 0,54 � a.tri ) THD26 DEFL in I Ort(LL) -0.0 Vert(TL) -0-1 H orz (TL) 0.02 BRACING TOP CHORD BOT CHORD I0c) I/defy Ud PLATES GF I P -D > 240 M1120 1 7/144 -D >996 180 r Weight, 107 Ib Structural wood sheathing directly applied or 5-4-14 oc purlins. Rigid ce-11ing directly applied or 10� -0 oc bracing- FORCES ra in - FORCES lh - Maximum ernpre on/ a imurn Tension Ti Off' CHORD A-15-6807/16:51, B -C=-6808/1651 BT HPC EBS ` -..1574/659 NOTES 1)2 -ply truss to be connected together with 0,131"0" ails a!s foflov Top chords conn ct d as follow- 2 X 4 - 1 row at 0-9-0 oc. Bottom chords cDnne ted aS follows: 2 X roars at 0-4-0 oc- Webs connected a 'follows; 2 X - 1 roar at 0-0-0 oc. . SII loads are considered equally applied to all plies, except if noted as front �ti�r� ��� been p r�id-e�1 to distribute onlyIcy ��� �r �� �� fie a� the LOAD�� �.� section- �I° t� ply conn yads noted a F er S), unle- otherwise indicated - 3) Unbalanced roof live leads hair been considered for thisdesign. 4Wind-- ASCE, 7-98- 90mph- hn:25ftTDL=pf BCDL,psf- Category II; E �- �. right exposed F Lumber DOL -i - piste. grip DOL -1.33- p ... r� to ed, l l' FIS gable end rye. intile er left 1 This truss has been designed for a 10.x? p f bottom chard live Icad rior concurr-e t � ' This truss is deid Idlir3ce with the Internationaln.�thrthcr Ili e Ia d. dei.tl j Code sections 8502. 11.1 and R802,1 D. and refer standard A, I) T'P[ 1.7) Use USP �r� cod TF1 D(With 16d nails into Girdef & NA91D nails irit-o True or q uivalent spaced at '?_0- left end to --10-4 to connect trust es) Al (I ply 4 PF to bac face Of bottom chord, 0 oc max- �tartll�g at �!-'1X3'4 fry th Fill aff nail holes whcrehanger is in contact p ith lurnb r - LOAD CASE(S) Standard +1) Regular: Lumber I noes se=1,15, Plate increase=1,1 Un form Loads (p1 Vert: A -B,-4, E-=-41 -=-1 4 Cont' nued on page WA G - V'eP'fV d .9-n Parameters d READ NOTES ON THIS AND LNCLUDEDMTTEK . only v, ith We onneefors. This d&S-1 9n i� based only upon rctmeler�s ' G r� r lid f n sFE PA GE M2r 74 73 I ob11i 0f de:sign i�aramenfers and proper Iricorporaf on of ccrn,n.. r� r1T I r aril it t cif r� for n �r� €a+�i i�I I k ilding cor npon8rlt. is for lafel raI Supp -1 of iredIVj-du0r vieb mer�bers Only. Additional Timpr�rcrr brocinp to inI� � stability ldi � dI�signur - not fess designer. Bracing shown erector. �°, 1�d fi n lpermanent r in. f idun-ng c aansiruction Is the responsibIllli of TIS 's the responsibility f the building dE nor. For general ui c fal `ir,o#ion, quaf y control, sfora e,delivery,erection and bracing, consulf NSI �' � I�c�n�� r���rding - S ai of In forrnafl ion �+� i f k�d� fI ern � r � �' I� � list itut�, � �A ��� 1 u�IriT�► rite—da, bar B- 9 and BCS C 1 Buildinarm on ertf nofrio Drive, odl son, W1 371 _ a August 2'! ,2006 _--.- 7TT7 Greenback Lane [.lite 109 urItfu Heights, CA, 95 10 ............... MiTek" ob Truss I t MW PL:1 17.0 1. n FEST (I DAHO FALLS), I LOAD CASE() Standard D1 - ROOF TRUSS FM fALU, STD 83402, 7 In-dus# ies Concentrated Loads ad (1b) Fart: D=A 921 B ET - 1921 () FT -I921 B) G:!!!- 1921 B H v-1 92 1 �B Qt ` !Ply� WOO��001 LEE COAST - SPEC #1 2 1 JJ onb Reference (opt[onal _ s FU -1-1:3-200,5 MiTek Industries, Inc. '�dQIPC�r - e�.�=.� design p ar�rs � READ O�" �'' THIS D LV� �IdF�'. �F'��F �� �� '�';�;� �.�� .. k ��r�r���i���. This d�sin M b���d �r�,upon parameters shown, and ���' �� ir�di�rduol building connponent. Cies rn volid for use only vijfh MTS AppId bi I i f desg p pc ra r nenter� o n d proper incorporation of component is re- porgy sibili t of building designer �n�tr � ti�rr�� � � � IF S � ner. Br a ii � h the is f�f I�t��l �� of individual web rr�r�racing shown l�r� ��I�. �ddition�l �rernporc�ry bracing to insure st `�.. ��r er�erl guidance reqofdir� ectc��. d,difionaI ermaner�i k�rac�g of theaverait structure �� ��t� fi���r��ik�1l� �� the ��ild � r �� �t �an�rlr �-� r���r d �ii�r� � �r��frc� n � rte bra �i rig, �or7s u It ,�S11 1 uaL °�rifi�er�r DSB-89 and SX11 Building orr�po r�ertit fc�cat1on p t f of rrr��fior� ai k l frarr� Trus., PICItC InStitUiC� 8 D'Onofrio Drive, Madison, W1 53719. R2249,691 91 n Aug,21 09;1x:41 .2006 Page � Gr anba ck Lana ��M suitesufte 109 citrus Heighis, CA, 9561 rr ml To 0 ff . Truss 7 rugs - 01 GE ROOF TRUSS --------------------- MC WEST IDAHO FALLS). IDAHO F LLL , f D 8 02, fiTek Inju,stries N Plate Offsets -0.0 5-11-8 5-11-8 4A M1120 —_ E HO U SE & LEE CO N ST- SP F C #-I I R22496914 Job l efere o #jonal 6.20 S Jul 13 2005 M [Tek lnd st :s P lrlc_ Mon Aub1 0 _15:41 ROS Pae 1 11-11-0 2-0-0 scale = 1;30.9 (P I S PAC IN G -, n n I - - L/d I DEFL i re Io c) I/d fd PLATES ATE S fl `��� y� flat Increase �.11.15 D � � l� T DL 7.ase 034 Vert LL -O. o6 1 noir 120 Ml 1 4 08 BOLL 0,0 Rep 'Stress Iner �r`� ": n/r 120 I .' B 0.� IHorz(TL) O.OD H n/a n�a E L Code I 03, � P120 �Il�atrJ� LUMBER TOP ChORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF IE35OF 1_5E OTHERS2 X 4 SPF Stud/Std BRACING TOPCHORD 1T CHORD VVeight- 47 1b Structural wood -sheathing diretl applied or -0-0 cc purlin ._ rigid ceiling dlreotlY applied or 10-0-0 oc bracing - Max Hort B=1 load case MaxUpliftB_ -1 82 (foad case 5), H=- 0 load case , ^-1 11(load caseN=-1 J=-1 (load case � ld 'l l a , Miax G rav 8=1 (Joad case 1), H;1(load case 1 1 foal ��� _�� - Case 8), ,.J= (loa.d case � � '� �..��l�ad asp �'� P�-�loa� �� �: =�lo� FORCES 1 - Maximum ompre IDII/Maximum Tension TO P C H 0 R D -BT0/C B -C =-94/8-_D-� 4/ - - E =-72/11 -F=-T F- =-64 '40 r -H =-94 '42, H-1=0/90 BOTCHORD D B -f =-9111 I - =- /118, iL- W- /11 . -L=-911 1 18 f '+ E E -L=- , - =-. 1 : - =-1 11 '49, J=- =-1 901110.G -J=-1 11/49 NOTA Unbalanced root live foals. have been considered for this design. ndr ASCE 7-93; mph; h= 5 ; T DL- . p f, B C L= . aft Category pi t F Lumber L�� lath grip d-�f 1 l i EXIT a enclosed; i F gable end zone , a ritJ�-ger left a n �" ., ) Truss designed for wind ioads in the plane of the tri c)nJy. For studs expose End ��tall a���l���l�i �r ��n��Jt qualified �L�1��If� d to 1�1� (normal to the fay see Standard Industry Gable � This truss has ��n designed for�dl�r-�r a� poi° I�"TPJ 1-00. 10-0 psf bottom chord live load nonconourrent with any other ijve loads. 5) Gable requires con inuOus bottom chord bearing. Gable stud -s spaced at -0-0 oc , This truss i deined in accordance with fhc`, 20,03 fnter tar��#ar�d l,I�TPF 1 _ r�atial jr�taafern R502.1 1.1 a Pry referenced LOAD CASE(S) Standard WARMZVG - V yrs d RZAD NC) TSS ON THIS AND L D ITE P Desn Va �d fir +�so n l° �rifh � � ek con r�octors. �: � IS pg n is based on I V pon arm �#� �h �� �,� Mt -7473 �'. p,pircablllin� of dergr� pr�ror�aerifers r�r�c� proper i!-'Icorporattof� f component . � c�, �+ra�l is ��� �� IJ'1�P'�f��.1�R� I��af�JJ�� ����r��rlt. is for 10faraC'sU port of indivi� � �t �s r� pot�sii�ilit of b.0I�fir�g designer - not frv3s �esjIter. Br��ir�g �1�D, r� ���d �� �r°��mr or`� A��iifon a I fern po�or 't�raciri� f� insure �f�E�r1r#� �l�rTn �+�r��truct=icon the r c t r. iit ol rrr� c �� Irl f F r i n + f the civ ra if ftcf ure i� fly a responsibility of the b ui ldin las_ ner. For res pot�S i bi I lid of the TI[7�i3t-I,' lrt'f lire, StFI❑�.Ei+,r4,rFIOi`w nn Jrt�tn--n��R} J'Ji�l n�z ..-:av���rr�e frfnc� al-l51llk k{_ C � e rr 1 , .s{_.... .�. manning Cup pullprlt a i 0r� r 1 9 6 August2l T2006 7777 Greenback Lane uitQ 109 -1tru s H eig hts, CA. 9 50-1 G Ariz r dD Truce Tr��pe - F J6 - '%-3-A ROOF TRUSS PI � { T ` # F, LL , 16C HQ FALLS. it) B3402, X41Tek krndustries 7.50 12 1.5x4 110 11 K A 1.5A M1120 11 M1120 -- I 11 0= Ut I Iy Vi 0() USE & LEE CONST - SPEC #1 ,fob Reference doral) - . Julf~,�1iY k� Industries, Inn. ikon Aug 1 09; 5.42 2006 Page 1 1.5x4 M1120 11 E I 3x4 W1,20 -5z" L 1.�� 1I� I I '3 .4 I10 L ": 51�1I60 = 1-4 1120 11 23-7-8 2:3-7-8 1.5x.4 M 1120 i' F 1 15A M1120 11 G 3x4 M 1120 MET -6 0 SPACING 2-0-0 1 DEFL In X10) 1i'den LOADING I �p n` y LL .} Plates Increase 1.1 T .` Vert(LL) Oa - T B _0.o7Vert(TL) n/a. n� T CDL .0 Lumber Increase 1. iVVB 0.28 H r L- 0 .0D G n1a BOLL 0.0 Rep Stress Incr YES BDL 7,0 Code 40,TP1002 � r riF I Kii Lid rLA I = 11_ 999 Tail I0 197114-4 999 n/a Weight, 79 1b LUMBER TOPCHORD Structural wood sheathing directly applied or -0--0 oc purlins. TOP CHORD 2 X 4, SPF 165OF 1.5E T 'H rte. D Rigid ceiling directly applied or lo -0-0 oc bracIng . BOT CHORE) 2 X 4 SPF 1OF.r- TSI EFTS X 4 SPF Stu -- - r a-7. . J=328123-7-8, K--391/23-7.8, .01r 7- , 1=391)'23-7-8, W:401/23-7-8 REACTIONS !hsize) .- Max Harz 222 (load Case - laxIif`- Max GravA=156(lcad se 1 Ioad case 1), ,.1= load corse 1). 1 X40 load case 7), LT401(1 a case 1), 1=4� �I��d -ase . H=4:01 (load case 1) FORCES 1b) Viaxi hum CornpressionlMaximum Tension =-1 � �r F- --1 �� � TOP- CHORD .-B=-186/1 8,6-C=_149/1 0, -E)=-151 /'174, D -E,-151/153, E -F T H i -LT- �'1 , } -L=-44./1 , J --K -44/1 , W=-44/1 , H-1--44/123, -HT 4/1 23 356205329/190 WEBS D-J�-270,1 0, -=-356205; B -L=-329)'1 0: E -E=-/, l` -H-- DOTES 1) Unbalanced roof live keds have been considered for this design. 1"�1 >= r� a�I� �d zone; cantilever left andMnd - ASCE 7-98- 0ni ph; h= ftb 'T DL=A. p� F I B Lao. t at+ � � I,enclosed; ri ht exposed o Lumber DOL^1.33 plate grip COOL=1. . Thrz truss has been de ianed for a 10.0 pss batto m chord live load noncore urrent with any other live load S. _ 4 able requires continuous bottom chord bearing. sections 1 502,11.1 and 1 802,10. and referenced 5 This truss -idesigned in a ordanc h the 2003 Internatior-Ial k��r��I�t �d� LOAD E) Standard 111111111 C, I A11A �r'�]C�'1�T�f� ���f}, .J�5 �4llr�lf � CtUL l l��l k�l ll. Design vo lid ter use e� I� v,�ith ITek �o n rectors. This dei i g n is based c�r�h�. +� �� � P of d si. n ciTa m e n ters a rid proper it corporc CTI of co m P� �� rpt is r�s��n�i k�ili i �f k�i� i I� i rid ���i� ��sfr � �ti�r� � � � ir���r. �1'a �; r, � � h t o ,���li���I�t � � � � �t��lt�ilki + of the 1 support of i nom: ivid u a i web r`r tubers only. Additional torn pserar bracing to 'insure stobility during rig � �� p erec#ter_ d d ifs ricti erm nine rpt fora Ckrl of `the e ra If structure is the r pond alp of th b � _ � F �� a neJ a I g � i d a rice re ga rd i rx� is for if 11i1�i r��r_ �cr 'icib `c fiio qualitycawr i, st ar e: deli���ry' erec ion and bracing, consuli ANSI 711 Qualify Criteria, D 11 Building Component alety Information avaiiub',e frOrn irF.�s� plate 1r�st fiute, 8[�' ref>jo C�n+�eR disor� I ,�371 �'_ 1 August 1 , 2006 7777r r bac Lane airy I 1 It -F.' 1 t)q- li'ilrus nellU X31 VU'U I Idualor momNTMWW a MiTek va m z 0 77 rn U2 tiD 4) F N M 77 m �a —n m 06 - - c �� C) z CL C) 0 0 CD : Lr3 -61Ln 0 DL QL ' (D LdlD L- X Y+' F 0— oe C) v 0 €D 1-1 0 :- L4 CH 0 0 CL C) 0 —n m 06 - - �� C) z CL C) 0 0 CD : Lr3 -61Ln 0 DL QL ' (D L- X �4 0— C) v 0 1-1 0 :- L4 CH 0 0 CL C) 0 —n m 06 - - �� C) z C) Ln CD LT 0 CD : Lr3 -61Ln 0 DL QL L- 0 L4 CH 0 0 CL C) 0 OP CHORD TOP CHORD n 7 o w Rd F m o C4 0 > 0 D— Ln 0 , DL CD Lr, o � Lill o o L .� ~� F- (LIZ CD 0 (n`' Q 0" CD -7 < � c� 0 - —Lon 0n (D (D Ln (D r,� ! tror� . ........Q "� M3- . , 0:n7' --7 --% (D c --�,_CL T C ff CL - mammom� (D o CD ' _` (A V) --� _.--� l� CD T ^-4_ (D 141- -� `D y - w T (D —n 06 - - �� C) 1% Lr3 OP CHORD TOP CHORD n 7 o w Rd F m o C4 0 > 0 D— Ln 0 , DL CD Lr, o � Lill o o L .� ~� F- (LIZ CD 0 (n`' Q 0" CD -7 < � c� 0 - —Lon 0n (D (D Ln (D r,� ! tror� . ........Q "� M3- . , 0:n7' --7 --% (D c --�,_CL T C ff CL - mammom� (D o CD ' _` (A V) --� _.--� l� CD T ^-4_ (D 141- -� `D y - w T (D —n 06 - - OP CHORD TOP CHORD n 7 o w Rd F m o C4 0 > 0 D— Ln 0 , DL CD Lr, o � Lill o o L .� ~� F- (LIZ CD 0 (n`' Q 0" CD -7 < � c� 0 - —Lon 0n (D (D Ln (D r,� ! tror� . ........Q "� M3- . , 0:n7' --7 --% (D c --�,_CL T C ff CL - mammom� (D o CD ' _` (A V) --� _.--� l� CD T ^-4_ (D 141- -� `D y - w T (D �t F i if T f1 Ir �t. 1� 4 7Fs�7 r L �j k.1 Y� J �71 e�