2015-01382 (new structure) - Laserfiche WebLink

Home Browse Search

, Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: A Qt : 11 Desc: COMMON BRG X-LOC RFaCT SIZE REq'D TC 2x4 SPF C1650F1.5E iieb bracing required at each location ahown. OPLIFT REACTION(S) : 1 0- 2-12 1307 S.SO•' 2.05•• BC 2x9 SPF �1/#2-CAN � Refer to BCSI for proper requirod lateral Support Main Wind Non-f9ind 2 19- 9- l 1307 5.50^ 2.05" KEB 2x3 SPF �3-CAN restraint. Foz altarnativa veb bracing, 1 -125 lb 2x4 3PS /3-CAN 6-1, 9-5 see ZTWBCG's etandard details. 2 -125 lb TC FORCB AXL BND CSI 2x3 SPF �1/�2-CAN 7-3, 3-8 Deaiqned per ANSI/TPI 1-2007 SORZZONTAL R&ACTZON(S) : 1-2 185 0.03 0.32 0.35 Bearings desiqnad for an FcPerp valu� of ths Fabrication Tol�ranca = 16.0� aupport 1 -296 lb 2-a -io7i o.oi 0.30 0.31 lesser of tha trusa chord lumber value or Plating is based on quality control factore aupport 2 -29B lb 3-4 -1071 0.01 0.30 0.31 425 for all boarings. Cq = 0.84 foz vid� fac� and Thia truas ie deaiqned using th� !-5 185 0.03 0.32 0.35 This deaiqn doea not account for long term Cq = 0.94 foz narzor face. ASCE7-OS Nind Specification time dependent loadinq (creap). Building Any alterations to this are shown for Bldg Encloeed = Yee, Importance 8actor = 1.00 Bc aoxCE x7Q. �m cst Desiqner muat account for thin. individual jointa on the Joint Report. Truss Location = Not Lnd Zona 6-7 719 0.08 0.32 0.40 THIS DESIGN IS THE COl4P03ITE RESULT OF Refer to Joint QC D�tail Sheet for Hurricana/Ocean Lina = No , Exp Category = C 7-8 a99 0.05 0.29 0.3< MOLTIPLE IAAD CASES. Maximum Rotatioaal Tolerance uaed Bldg Lenqth = 80.00 ft, Bldg Fiidth = 00.00 £t e-9 719 0.08 0.32 0.40 Loaded for 10 PSP non-concurrent BCLL. IRC/IBC truas plate valuee are baaed on Mean roof haiqht = 15.50 ft, mph = 90 20 psf bottom chord live load NOT raquirad testinq and approval aa raquired by IBC 1703 ASCE7 II Standard Occupancy, Dead Load = 12.0 psf trca vOnca CSZ r�ss a'OItCY CSI on thia trusa, per IBC/IAC requiremente Por and ANS2/TPI and are reported in available Designad as Main Wind Force Reaiatinq System 1-6 -399 0.09 3-e �52 0.56 attics with limited storaqe. documants as ER-1607 and ESR-1118. - Lorv-risa and Compon�nta and Claddinq 2-6 -llld 0.90 6-8 -299 0.30 T=ibutary Area = 40 eqft 2-7 -299 0.30 4-9 -1119 0.90 3-7 C52 0.56 5-9 -399 0.09 MAX D&F'LECTION (apan) : L/999 MEM 4-5 (LIVE) LC 1 I� -0.09" D= -0.03" T= -0.12' - -= Joint Locationa = 5-0-0 5-0-0 5-0-0 i 5-0-0 i 1 0- 0- 0 6 0- 0- 0 2 5- 0- 0 7 6- 8- 0 5-0-0 10-0-0 15-0-0 20-0-0 3 10- 0- 0 8 13- 6- 0 1 15- 0- 0 9 20- 0- 0 .1 10-02 �3 10 4 5� 5 20- 0- 0 1� -12 00 � 4X6 3X8 3X8 17-0-0 ��$ SHIP 1.SX4 1.SX4 I,-0-0 I,.� 4X4 3X4 SX6 4X4 W:508 W:508 R:1307 R:1307 U:-125 U:-125 �� 20-0-0 �� r6 7 8 9i 6-8� 6-6-0 � 6-8-0 � 6-8-0 13-4-0 20-0-0 10/21/2015 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detall Reports available from Truswal software,unless noted. Scale:1!8"=1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srRucK This design is(or an inAivitlual DWIEing wmpomnt oot ttuas sptam.It has bomn Oaaetl on sp�ciflcations proviNtl Dy tM tanponant manu(actu� Chk; 8 U 1 LDI N G and Aone In accordance wIM the curroM v�rsions of TPI and AFPA deslgn shndartls.No reaponalbility is assumed tor tllmensional xcuraq.Dimendons COM PON E NTS ��to b�verifisd by M�eomponant manuh�luror andlor buflOing d�signa prior M taEricatlon.TAa buildiny d�sipn�r must asurtain that the loads D��r� �G utllizad on this tlasign mwt or exceed the beAing Impossd by ths local bulldinq wds and ths partleular appllcallon.Tha wmponant manufacturer Is not tha � Live 35.00 pe! DuiFacs L=1.15 P�1.15 building deaignw.Tlw dqlgn asaum�a tha!the top choM la letenlly braced by the roof or floor shesthing and the bottom chord Is laterally braeeE by a rlgld ahasthing materlal tlincUy atfa�hed,unlsss oMarwis�note0.Bracing ahown Is tor lateral support of componant mamCen only W roduca bu�klinp Nngth.Thls TC Daad 10.00 pHf Rep D9�r BDd 1.15 1111 8TH STREET comPonent ahail nol be placecf In any envlronment that will cauu Me mofsWre cro�hnt of the wooO to erceed 19Y.andlor wuse connector plab corrosbn. HC Live 0.00 paf O.C.Spacinq z- o- o CHETEK�W��728 Fabricab,Aandk,Install and bnce thla trusa In accordance with the(ollowing starMards:'Jolnt and Cuttlng Datall R�ports'awllabla as output from T'uawal PHONE: 800 524-9990 software,'ANSVTPI 1','WTCA 1'-Wood Truss Counefl of Amarica ShnAaM Desiqn RasponsibilHies,'BUILOING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 pef DlBiqn SpeC IRC-2012 � � (BCSI)and'BCSI SUMMARV SHEETS'by WTCA and TPI,The iruss Plate Institute(TPI)is bcated M 218 N.�ee Street Suite 312, FAX:(715)924-2585 ANzandria,VA 22314.TM Am�ritan Forcat and Paper bsociefion(AFPA)is 1ocaMd at 1171 19th Street,NW,Ste 600,Waahington,DC 30036. TOTAL 55.00 E18f Seqn T6.5.20 - 126263