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HomeMy WebLinkAboutTYPICAL TRUSS END DETAILSd 6 REVIEWED ` ' , :'REVIEWED AS NOTED REVISE & RESUBMIT "fl REJECTED I RESUBMIT ❑ NOT REVIEWED FOR YOUR INFORMATION Submittals are revuwed for conformincewith desijn intent and tenerat temptiance with the Ceatract Documents only Netatiess DOMet Attborize Ch3890s to Contract Sum kviews. Ctmm-g-Ats atdlor corrections does not relieve the Ce111utar from compliance with the, Contract Documents 1r.T 8fpuenfir�ainR and cRlrelatmg as. clearances. fabucabw' �tattitits, dimeasions, tolerteces, nrneesses, techniques and segveaceswof�Lco! str^i do ,l .. 1�� Ili ice►® III - to AG A4 A3 A2 Al A2 A3 A4 A5 A8 sr:ACVNEDJ BY/ Lucie. Cour B1 B-11 FOTHERWISELISP 'HUV_. 8'-8" ELEV, OB THDHz6-zOD HUS48 ® N/A Int Brg ® N/A ELEV. ROOF TRUSS DESCH CRITERU F—R TRUSS OEst- —TER, T.C.LL 20 P-s.f. LOLL 40 psf_ LCD.L 7 Pat T.GD.L 10 psf. 10 ps.f. B.CD,L 5 psf. T-II-L TOTAL 37 P•s.L TOTAL 55 p.IS.E DURATION FACTOR 1.25 DURATION FACTOR 1.00 TdND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED TEND SPEED 160 m.P.N 2" FOR PLUMBING IF NESSARY BUILDING DPOSIRE C FLOOR TRUSS SPACING BUILDING TYPE 1— 1 2'-0- UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 - v l8.. .5ylz 1' — O BRIG Iv -UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' 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 AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING WNVFTiDONAE fAAYDi4 flEC11tN uID/pl PERYAWTT eRACNG [i NOT T1R: RESPW- �Mtt 6 IRE 1RU5 DE9LNDi PUTS YAWFACIURFR, W TRUSS FA®DAToM ppC.YNS ERECTING TWISSES ARE C IS A. D TO SD% PR6iSREVEN ADWQ REC4gpNC ,RicDw BRADND IOfCH E: ALWAYS REWORD ID PREVENT 10PPDNC ANp DOYNaMC WWNG fAECRM; A10 POWIINDOT BRAWTD ID1A?I YAY BE REWIRED N —nC APPUGTIENS S:E DXAONG 110Go 1RU52S CWYENTARY AOID REGan¢KwTroxr 0ts-B+1 Ern naTnm ,RVWATIDOI ,SUSSES D BE NSTAUFD N A ST1WdT aND RW16 P09ROR OOFRE ,KI SE 1HNG rs ,pE W1Ecnr TD TGP D DR wT10M wNIDs, THEY sulL RE BRALTD As srE E a+ IHE wGINr— Dmw. T DAmA s m eE Ham1ED MRI REILUNAwE cTRE WRND ,Rrnox TO PRE1rFHT OAWCE oR PERSRIµ NJIRTY. N OTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTONS)IN MU SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED 7RU55 LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO IHOSE DESCRIBED IN WTCA 1-1895 'DESIGN RESPONSIBNTES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR UABRJTY FOR 7HE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDINHE INSTALLATION D BRACING OF TRUSSES MANUFACTURED BY G ITHIS ANCOMPANY. APPROVAL SIGNATURE YOUR SIGNATURE W1LL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS. CEILINGS. ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH IBIS 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 SHIP DATE IS BASED ON OUR CURRENT DEIVMY sCHEMLE I R E V I S I C 0 N S RANEY COMPONENTS, LLC vim_ --TMD-IndependecezBtvd. S_ GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® CO PONEN FAX: 352-429-7429 E-MAIL TrussPIcnt@raneycompOnents.cOM W Horton lDT/eLK Y: Lo 36 Creekside RENDER. AE-UD I-Ir.�irlon—`)F.fl1 '>Lln nI +E ID I He cog HANGER SCHEDULE TRuss BEAmG ImGHT scamuLE • UMFSS NOTED OTHFRWSE Al HANLE,RS ARE USP 'HUSZB'. 8'-8p ELEV. OA HUS28 OB 7EDH26-2 u © U94422 O HUS48 ® N/A Int 8r9 ® N/A ELEV. ROOF TRUSS DCw, GAIDAA nl;m TRUSS l DTfm, TOLL 20 pat. T.C.I.L. 40 paf. T.CDL 7 p.af. TC.D.L 10 paf. B.C.D.L 10 P.sf. ELC.DL 5 pat TDTAL 55 paf. TOTAL 37 P.S.I. DURATION FACTOR 1.25 DURATION FACTCR too VW STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPED) 160 m.ph. 2' FOR PLUMBING IF NESSARY BLUDING DHOSiRtE C FLOOR TRUSS SPACING BUILDING TYPE m,>sm 1 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 V 4-3 16 H y,,12 1' — O" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' 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 AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING mN,ENemNa rRAMmS DRL'1WN AID/mi "weArtNr ItlIAplO 6 NDr TIE RE�m{- a nE Tram D®m4R, Rua u+wvcnnax. oR TAU55 rAIY0fAT00. wesws ♦]VEND ,RUSES ARE cMEIDxED TO $➢{ PRm690NAL ADNS IVGM�G DlEcsw IID1W0 wEOI s At}AYs IV4114D ro Prd1OR TUPPWO AEID OmM1ON0 mAm10 O1CDQ{ AND RDIAIEtR BRImiG ,NEW WY BE t✓mIII6D N 54YIDC AVRM lAlla SL'Bii1W0 aeW l)D15� W,D�irYV A!9 R1W,EADADm1Y (DC4D1) Imt rLRlltlt NmWIATRL 1rA,59v5 91ML � m5TAl1ID N . SWNWI AMp PIlAO PD4p4l ■RS I10 9GA1WN6 s APntn ILWtar ro Ten AlLfmi I]OiiW amens, THEY sNUL EE BRA® A5 5)Fiim a aE Dt0®� OClm4 1RVS� 9WL R RAImIID Mp REA90NABIl rrAe aDm+D FD4:CIICN TD rlerwr DAwa a Pc6miAL MART. NOTE IT IS 7HE RESPONSIBILITY OF THE BUMNG DESIGNER OR HIT ARCECT TO PROVIDE AN APPROPRIATE CGNNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINETAING. 9'ECIAL CON90ERATIONS FOR YECIANICAL E'OUIPYENT AND/OR RLNHNG (AND TBIR CONNECnOIK) IN TRUSS SPACE MUST DE OIAGRA . BY BUDDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILIM ARE LIMITED TO THOSE DES=BCG IN WTCA 1-1995 'DESIGN RESPOMBD1195'. ACCORDINGLY, IT DISCLARSS ANY RESPON51061TIES AND OR UABI TY FOR THE CONSTRUCRON DESIGN, DRAWINGS DOCU INCLUDING THE INSTALA71ON AND BRACING OF TRUSSES MANUFACTURED BY THIS CWPANY, APPROVAL SIGNATURE YOUR SIGNATURE WDL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION, 2) VVMCATION OF ALL DIMENSIONS AND CONDITIONS INCLUDING WALL HEIGHTS. ROOF PITCH, HIM ROCHE OVEf31ANOS Hx9)NGS ETC. 3) TRUSSES TELL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE 70 BE BOUND BY THEM. SIGNED TIME DATE REQUESTED TRUSS SHIPMENT DATE I ACTUAL TRUSS SHIP DAIS IS BASED ON OUR CURRENT DE MY SCHEDULE ) R E V AK I 5 I 0 C N S RANEY COMPONENTS, 19990 Independece Blvd. GROVELAND FL. 34736 RANEY OFFICE. 352-429-9429 ® CO PONEN FAX, 352-429-7429 ,Cm E—MAIL;* om onents.com Ur Horton 7o36 Creekside RE�ulx 4EHB Ha den-2601 "H" OL s, M 7-201 CALM �D