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HomeMy WebLinkAboutTYPICAL TRUSS ENDGel 1 T 20'4" L 19'4" L 21'8" L 18, L th REVIEWED ❑ REVIEWED AS NOTED ® REVISE & RESUBMIT ❑ REJECTED / RESUBMIT 0 NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum. Approval, comments and/or correcfions does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and materials coordination of their work vfth other trades and subcontract o perf ante of work in a safe and satisfactory manner d f r full omplsnce With the Contrart Darumpnts: / O B01GB 7 w 8' L O co To HANGER SCHEDULE TRUSS BEARING HOGHT SQN DUMP • UNLESS NOTE] OTHERWISE ALL HANGERS ARE LISP ' HUS28'. 8'-8' ELEV. O HUS26 OB THMM6-2 © USH422 ® B'-B' Int Erg ® W-1 7/8' ELEV. R06 Im GEN. arm FLOOR TRUSS DESIGN =11— TCLL 20 P.sf. TOLL 40 Psf. T.CDL 7 p.nf. TCDL 10 Psf B.C.D.L. 10 Pat _B.CDL 5 Ili TOTAL 55 pxf. TOTAL 37, Pst OURAMON FACTUR 1.25 DW(AII(N FACTOR 1.0E VX0 STANOArO ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WED SPEED 160 M.ph 2' FOR PLUMBING IF NESSARY BUILDING OVOSTIRE C FLOOR TRUSS SPACING BINDING TYPE =ED 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 4—16 HE3 8" 0" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 2r O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS ANO/OR MISSING PIECES NO BACKCHARGES WALL BE HONORED. WARNING mNWTmoNTa E1uIMq Dscna AIO/OT PDx1/MERNi alwnlc s xTR TIE RF90F SIIWItt (i IM 1IN59 ®DNFn PIAtE YANIEAGnPEIA (R 1RU59 PA(A0f.A101R. fSILSSOI9 EIEmEro Tlasss APE aMIIaEn ro SmL mucTsaNAE API{E FmA�,G EIE1IIaN [NAGNG LOCI s ALUTA IS0.ORD ro FISVYNr TOPFRNO AIO Tgntwo nAEHc DECIIOt Aro FERIIAIENT fRAQ1e qua Fur ff RW� N svET:Te AFTUunTYs se[ 9u�e TID<0 11A65FS @RQHTAAY A!D IecuAIDaDARulr (Ns-m) PRe r1NTTmN EfTlWIA11l11 IRl6Y9 SMALL BE M9rAWD N A STRAOIT N0 fAINYB f V3nQl LEIS Iq 9EA9MG s EPRMm mm.TLr ro TTY M+eN+ a0nw aamy TIn suu � rRA® N s�®a Rxc olvm® u®ar, Rw� suu eE xwam �m Ia<AmNARE eve wmc FlEelaN ro TiEIUTi TMYAGE aI PmSRNA. MANY. NOTE IT IS THE RESPONSBUTY OF THE BUILDING DESONER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOW ON TRUSS EN@IEERNG. SPEC/L CONSIE iATILNS FOR MECHANICAL EOUIPMOT ANO/OR PLUM87NG (AND THEIR COHNEGDONS) IN TRUSS SPACE MUSTBE QAGRAYNED BY BUILDER O/ APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPON IEWFS ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995'DESIGN RESPONSIBWDES'. ACCORDINGLY. IT DISCLAIMS ANY RESPONSOUTIES AND/OR UASUTY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLA71CH AND BRACNC OF =550 MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SOUTURE WILL ACWOYAEDGE.- 1) AUTIHOI2ATION TO PROCEED TWTH FAB ICA710N. 2) VOUICATTON OF ALL DIMENSIONS AND COIOTIONS INCLUDING WALL HEIGHTS, ROOF ITCH, NEEL HEIGHT. OVERHANGS CEILINGS. ETC_ 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS 54tP DATE R BASED M OUR CURRENT DEDLERY SCHEDULE ) R E V 1 S 1 0 C N S RANEY COMPONENTS, LLC 19990 Independece Blvd. '• " GROVELAND RANEY OFFICE: 352 pO FAX: 35-V9,% {,2ez E-MAIL, sdorient '� a _ iHorfon =W14 Creekside TSslmlO: 4EHB Ha den "D" OL OW 0t5 =1'-0 TN BY. TNAWNO 10-13- 017 JAH