Laserfiche WebLink
Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: V02 Qt : 1 Desc: VJ 12/12 BV UP <br /> TC 2x4 SPF �1/�2-CAN Desi�ned per ANSI/TPZ 1-2007 Thia truss ia deaiqned uainq the <br /> SC 2x6 SPF �1/#2-CAIi Fabrication Tolorance = 16.08 ASCE7-05 Wind Spacification <br /> GBL BLIC 2x3 SPff #3-CAN Bearinga deaiqned for an FcPerp value of tha Bldq Enclosed = Yes, Importance Factor = 1.00 <br /> Platinq is basad on quality control factors lessar of th� truss chord lwnb�r value or Truss Location = Not End Zona <br /> Cq = 0.8C for vide face and 425 £or all bearinga. Hurricane/Ocean Line = No , Exp Cateqory = C <br /> Cq = 0.94 for narror� faca. This dsaiqn do�s not aocount for lonq torm Bldq Lanqth = 80.00 ft, Bldq Siidth = 40.00 ft <br /> Any alterations to thia a=e ahown for time dependent loadinq (creep). Buildinq Mean roof heiqht = 12.75 ft, mph 90 <br /> individual jointe on th� Joint Report. Deaignar muat account for this. ASCE7 II Standard Occupancy, Dead Load = 12.0 paf <br /> THIS DESIGN IS THE COMYOSZTE RESDLT OF Refez to Joint QC Detail Sheet for Deaiqned as Main 9Pind Force Reaiating Syatem <br /> MpLTIPLE LOAD CASSS. Maximum Rotational Tolerance used - Loa-rise and Componente and Cladding <br /> Loadad for 10 PSF non-concurrent BCLL. IRC/ISC trusa plate values are basad on Tributary Area = 22 aqft <br /> Valley Truss application oaly; not dsaignad tasting and approval ae raquired by ISC 1703 <br /> for xind load applied to the face. Neb and ANSI/TPI and are raported in availabla <br /> bracinq is required if ahown. documents aa EA-1607 and ESR-1118. <br /> 20 paf bottom chozd live load NOT required Gable verticala are 2x 3 xeb matorial apaced <br /> on this trusa, per IBC/IRC requirementa for at 48.0 " o.c. unlese noted othar�riae. <br /> 8tt1C6 N1Y�1 11161t6C� St.OL'8(�Y. <br /> R Joint Locations � <br /> lf 0- 0- 0 4 0- 0- 0 <br /> 2 5- 5-13 5 5- 5-13 <br /> S-5•13 5-5-13 3 10-11-10 6 10-i1-10 <br /> 5-5•13 10-11-10 <br /> � 5-5-13 ` 5-5-13 � <br /> 'I 2 3 <br /> 1� �12 U� � <br /> R3X4 <br /> 5-6-1 5-6-1 <br /> SHIP <br /> 0-0� 1.5X4 0-0�d <br /> 10-71-10 <br /> 4 5 B <br /> 5-5•1� 5-5-13_i <br /> TYPICAL PLATE:2X3 S-5•13 70-11-10 10/21/2015 <br /> OVER CONTINUOUS SUPPORT <br /> All plates are 20 gauge Truswal ConneMors unless preceded by"MX"for HS 20 gauge or"H"for 18 gauge,posltioned per Jofnt Detall Reports available from Truswal software,unless noted. Scale:9/32"=1' <br /> AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srrtuctc <br /> ihia deaign is br an Indivitlual builAing component not tmss systam.It hu been Eased on spacKicationa providW by the eomponent manufacturer Chk: <br /> BU ILDIN G and done In acwrdance wIM tha curtent veralona of TPI and AFPA Aasign stnnAarda No nsponnlblllry la assumed for dimamlonal accuracy.Dimenaion■ <br /> De r: ADG <br /> COM PON ENTS �re lo be veriHad by th�compomnt mmufacturor uMlo�building dealgn�r priw to faDricatio�.Tha building dasigne�must s�certNn that the loads � <br /> utilizatl on this Aeslgn meet or exued tlro Ioading imposad by tM bcal bulldinp code and tA�particular applicatlon.TM compon�nt manufacturer Is not ths � LiVe 35.00 pe! DurFaCs Lsl.15 P=1.15 <br /> bui�ding designar.7M Msign essumu that fhe top chord is lebrelly braead by tha roof or floor sheathing and the boltom chord la latsrolly braced by a rlgid <br /> sheathing materlal ainctly anached,unNss othanNse notW.Braclnp sAown ie for lata2l support of component mamben only to nduu buckFnp Nngth.This TC Dead 10.00 p!f Rep t�r Bnd 1.15 <br /> 1111 8TH STREET comPonent ahall not be placed In any enWronmeM thet will cause lhs moisture wntanl of the wood to esceed 19%andJw uuss wnnxior plate cortosion. gC yiVe 0.00 pef O.C.Spacinq 2- 0- 0 <br /> CHETEK�W�.�728 Fabricate,handN,InaGll and broce thN wu In aewNanca wlth the followlnp atandarda:'Jolnt and C�ttlng Detall Raporta'avallebl�n ou�ut from Truswal <br /> PHONE: 800 524-9990 w�����P�������W�Truss Councfl of America Standard Daolgn Reaponaibilitlaa,'BUILD�NO COMPONENT SAFETY INFORIMTION'- HC D88d 10.00 pef Desiqn Sp9C IRC-2012 <br /> � � (BCSI)aM'BCSI SUMMARY SNEETS'by NfTCA and TPI.The Truu Pleta Institute(TP�is bcated M 218 N.Lee Street Suito 372, <br /> FAX:(715)924-2585 Akzandria,VA 22314.Tha Amariun Forost and Paper Association(AFPA)ia located at 1111 19th Stmt,NW,Sh 800,Washington,DC 20036. TOTAL 55.00 p!f Se� T6.5.20 - 126271 <br />