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Home My WebLink AboutTYPICAL TRUSS END• UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HUS28'. B'—B" ELEV. BJ1 BJ" Y BJ: BJ. BJ1 7� BY StLudeCODW m C0 m 24 ❑IC °D 24 ❑ICI Lw7 � L7 OD r` Q Q In Q Q (Y) Q (U Q Al Q Q CU A M In W PLl W aT w ti I_ i I I w LD U 71 REVI 'REVI ,NOT ubmitt nd, gen otatio eviews, eetrict detract vantiti roeess ompati York witother vark in, vith the C sAx ED &IRES EVIEW 's are reviewed ral corn Do Nut Coioine from c vis res , dime s, tech lity of safe an ntract BMIT fir liance Autho s and/o pliance onsible ions, t iques terials Ades a safisfacl ts. [I O confor th the ize Cha correct with the or confi erances d seq nd mate subco iry man EVIEWE EJECTE R YOU ante wr ntract `es to ns doe ontract ing an clears aces o als coo rocto , 4 t EM7"L( wIF AS NOT / RESUBMIT INFOR h designintent ocumen Contrac not reli ocumen carrels is, fab constr ination perform fullco D TION only Sum. ve the . The ing all taboo chon f their nce of liance i I IM PU M UJ 1A8. v ROOF TRUSS OESGN OR TEMA TC.LL 20 P.sf. FLOOR TRU55 DESIGN CRTCRIA TC.LL 40 p.S.1. T.C.D.L. 7 p.sf. T.C.D.L 10 P. B.C.D.L 10 P•sf. B.C.D.L 5 TOTAL 37 p.s(. TOTAL 55 p.sf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPED 160 m.p.h. 2' FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE ansm 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 6 OITBRG. 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 DaVaINNAL fRAHN4 mc"I N /OR PDNA'3NT HUCND Is NOT THE R6Pa- 5®Iltt DF 111E 1RU55 DESNNDA RAZE YMMAC1DHfR, a 111U54 iAHL'GTRE PEASR6 FIacTNc TRIASFR AT✓E tulnarafD ro s¢K F1taTmau wW¢ I¢DAImNc fFECTION eRAGKc waa a ,tnATs REQARED ro FTaEITTTr TOPPWG AFn DOYNUND DNAHO DECOOIk AND PERYANFM ORADNO RNRN YAT BE REOIYYD N SPEOi1C ATPNGIIONS SEE 'BMDND 11C(.O Tioi L COYI@ITAR'! AIID REIXVNENDAODNs' (BC9-B1) LDI HIRIXFR NFOTNNIp TRUSSES SHAD. BE INSTA IN A SIRMaT A PLAID POSITION. ro E NO SHFATNNO Is APRhD DRECRY TO TOP AHD/OR BOTTOM -S 1NET 9UIL BE ®GCED AS SPEDRED a 1HE ENSHF]lRD DESKtl TRU535 St4O1 BE HMIDTID IA1N RFJSDNABTE CARE DURNO Emma TO PREVENT DAYALE OR RRSDNNA. NA10.Y. NOTE 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 CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION, THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES. ACCORDINGLY. IT DISCLAIMS ANY RESPONSISIUTIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND -BRACING-OF-TRUSSES-MANUFACTURED-BY-IFDS-COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HBGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS. CBUNGS, 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 DA E REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R AA E V I B S I c O s D RANEY COMPONENTS, LLC �ce Blvd. 34736 9-9429 ® C --Cree LD 00 Q Q Ln Q Q a N Q W m w BJ5 BJ3 BJ1 �1 T m LT) 9Q w pq I-8 `— Al P-1w od II IL II II II ll II 24 ❑.c 118, co w pq A a '-1 C HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTEDGEOTHERNiSE ALL HANGERS ARE LISP 'HUS28'. 8'—B" ELEV. ROOF TRI155 DESIGN WnEYA E1DDR TRUSS DI owum TCLL 20 P.at TOLL 40 paf. LCOL 7 pat TC.OL 10 paf, _&GDL 10 D.st. BC.O.L 5 Pat TOTAL 55 psi. 37 p.at. DIIRARON FACTOR 1.25 DURATION FACTOR 1.OD Wo STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MED SPFFD 160 m.P.N. 2' FOR PLUMBING IF NESSARY BLOOBHG BWOSURE C FLOOR TRUSS SPACING BUILDING TYPE amen 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 4-3 16 HEEL $., 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 INS OFFICE THIS OFFICE MUST BE NOTIFIED W,P.4IN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHARGES WILL BE HONORED. WARNING fD'(.F)IpWML rRNINq DRD.Ow Arm/R•R PlID..A141rT H1AW0 R NOT ra RE9'M- smuTr ar ra Tms9 DmorR, RAID Nuoa�clulaR, a TrnB rAawuTue wrsaNs cffclNa 1RUSS3 AaE Gurnanm ro s><N PR6SRalAL Amu Rcrxam DFLTRon HNarU aww R AwY4 RFRedD ro NEVorT TOSIam DaIm4RTno DurwD IOaCDOta Alm rvawr:lRr IIRM91c WBa1 MAY mREaRRD1 Po N �C APTINIIwi SL TPAnm WOm 1RU59R CP00aART AM R601a�0ATtlR a#9-O�) FOR ilRami NFaWAM1. TRussrs slNu Da NSMUID N A 51RAlarR ANO EYnre eDRnal. W1Na 9aAlgro Is ARiID DmECILr ro Tm AAm/aft a0T011 warms tier LL—Ul a As TTliV9 WINIAA® SFUID w ra 1Nm®® [airx sxHAS N w f+Eia IRI2uaNeIE cue Duero F1t1m11OR ro IiiVpT DAMAGE a501ui N4wr. N OTE IT IS THE RESPONSBRITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SVPPO?I SiRUCTU E PER REAcnCNs SHOWN ON 7RUSS ENdNFFRING SPECIAL CONSfpFRATIONS FOR YECMANICIL EOUIPMENT ANO/OR PWNBNO (AND THEIR C0147ANONS) W TRUSS SPACE NU BE DIAGRAMMED BY BUILDER ON PPR TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DES_CRIBED_IN WTCA -1—T99S-'DE9GN'RESPON5ISFUll . "DIN— IT DGOADIS ANY RESPONSIBILITIES AND/OR UAMUTY FOR THE CONSTRUCTION DESIGN. DRAWINGS, DOCUMENTS INCLUDING THE KnALLAM AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL, ACKNOW1IDTf 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEKWF. OVERHANGS. CFIlINCS, ERG. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS --T. 4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM, SIGNED TITLE DATE REOUEM TRUSS SHIPMENT DATE ( ACTUAL TRUSS SDP DATE IS BASED ON OUR CURRE2IT D13110Y SC M M ) E V I I I 0 c SN RANEY COMPONENTS, LLC ,9990 Independece BIW. — GROVELAND FL 34736 A OFFICE: 352-429-9429 ® COMPO_ NEN7S FAX: 352-429-7429 S" E—MAIL, TrussP[mt@raneycomponmts.com E Horton IDT/BDt Y. Lo : 31 Creekside E4 BB 1828 ., "