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Home My WebLink AboutTYPICAL TRUSS END1 81 1 51'8° an FIL V LI\ JVI IL✓VLL • UNLESS NOTED OTHERWISE •n..+. ccnn•n,r nuvn, ��n�uvaa ALL HANGERS ARE USP 'HUS2e'. B'-8" ELEV. ROOF TRUSS DESON GRIMA " DOR TRUSS DESIGN LRnBxA LOLL 20 Pat T.C.LL 40 p'%f. T.C.D.L 7 p.sf. TCD.L 10 P•S.f. B.C.D.L 10 Pat BCD.L 5 P.s.f. TOTAL 55 Pat TOTAL 37 P.s.f. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED PoND SPEW 160 M.p.h. 2' FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BURDNO TYPE aoSm 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 4-3 16 HE I-< 8N _ iz 1 - 0 BRIG. - = 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 IDxTVTnvuE FRAYw4 EREDTYR AID/aR PERWI`FNT eRAaxc s xpr TI¢ rsmoN- 5®IIfY lY NNE TRUBS p[90xER. PIAIE YAINFACRFEff, IX 1gU55 FABRDATOL Pf16d15 EREDIINO 1RIISSES ARE AL- ro SEEK PRL1f69pNA1 ADWCE RmARDwO Dffl:ild! BRAmIG TMLR 6 ALRA15 TD TOP AND mDYwowc wwwc EREcnox; MD PrnYAxDDIT Tr wlaDNG axc NMa1 MAY nr eE RELDwm w SPD]iD APftILA1KRi Sa: BQAmIG NDW TAVS¢5 IDYYEMARY A. REfbpIQIDATDxS' (BC9-B1) iTR NRIHFR WiDDIAIKK TRU5II5 9UIL MTAUFD BE w A GWAICHT AID R14® Pp51NRA —E NO GG IN0 s APftlm DIREDILY m — DD/OR BDPOY OIpD$ THEY 94LLL BRA® AS �EDBm W NNE DY@la]im TO DE1RUSS.R55 3WL eE NNDIm INIH REABRIABIE Gf£ DIARlG ERELIIW ro PIE\FNT DAMAGE lR EEASpNAL wDRY. 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 UNITED TO THOSE DESCRIBED IN WfCA 1-1995'DESIGN RESPONSIBILITIES% ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE- 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS, CEIUNGS, ETC.. 3) TRUSSES WLLL 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 SHIP DATE IS BASED ON OUR CURRENT DEUVERY SCHEDULE ) R E V I s B I 0 C N S RANEY COMPONENTS, 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® CO Pt OS FAX: 352-429-7429 > E-MAIL• TrassPlOntOraneycomponents.com Mr H orton IDT/BUf BOW. Lo : 62 Creekside MCC 4EBB 1828 Cali "C" DATE DRANK 0Y: pRANWG NUMBER nis --1'-0" Ds-z9-2o16 GLM 0.0m0 2 �— 8'— C_ C_ L cw (n BJ1 BJ3 BJ5 C_ m I BJ5 BJ3 BJ1rn J C>>"N I W _ I 7' D W D -A D D D J D co (1 1'8° ;2 RE YIEWED ❑ RENf _AS 40TEV 'UPERSEMNSUBMI r 0 REJE 7ED/ R1 3UBMIT j ❑ 'N REVIEW ED D FOR OUR IINF MAW41 Submi'tals aie revie d"for,c if (03 'witk4 siin i-1t oe and,;g ner f c( spfian a with + e''Cat- 4.floc eetsi v Ir. ;, Notat ns 0o Not A ithorize, Chien 'to To nctt ,S! I. Reviem, �Com ets a id/or0lectims, Nos' list ielifve. he,i Co tr for from coinpli nce''4 'tk Att. ; hey; Coetr tor'is , spons ble'for ionfimie r nd co relating III+ q�ant its ` l enslo , toles ees, Ic aces, fabricat _s proct ses to hnlge s and, seovisc $Aflf Istirtch n, CURT 11111) G mdter Is :ands aterisls no iee, of tl 'if. wwP Ifin oth had and; suk atfp o eiaec of'' r+�:F f 3 sett nd sa sfactory has a d mig e NO !r l _'onfiacl ocufti It.I I DATE Al am l D I� D rU d m 11111VL.1\ '-I ILV VIAL � n�a+"uv.N•M nu.,n,.a,.,,w • UNLESS NOTED OTHERMSE ALL RANGERS ARE USP 'HUs2B•. �� B,-8" ELEV. ROOF TRUSS DESIGN CRITERIA RDOR TRUSS DESW CRITERIA T.C.LL 20 p.sf. T.C.LL 40 Pat T.C.D.L 7 p.s.f. TCM.L 10 P.sf. 1.01 10 Pat BCD.L 5 Pat TOTAL 37 P.s1. TOTAL 55 p.sf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WND SPEED 160 ..p.h. 2' FOR PLUMBING IF NESSARY BUflDING DPOSIIRE C FLOOR TRUSS SPACING BUILDING TYPE npsm 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG — —12- 6 HE L16 8" UNLESS NOTED 0" BRG. OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WALL BE HONORED. I� WARNING I IAN�B1nWAL FAAYN4 DEDnON _/. PWIN♦ENf ®GANG 6 NOi n6 REEPM!- 13 s®IIY CT THE TRU55 DESGNM MTE M V86ACnN Ot TRUss F—ICAM P[RSpS aEcnND 1RlI5gS ARE cADnwEn TO SFEI( PRR®DUAL "' REDARDND EAEDRW ®Gtgc YAKW S ALIGYS REgARED TO PItE4II1r TOPPING ND DDYNWG DDMND EIECIIW; AND PDiY.WEM BRAaNG IKDW MAY ES REWRED IN SPEGLC APPIIG1 SEE'.—. IWaT TRLISgS W,p@TTARY ANSI RE1LN@IDATKHS (em-BI) FOR f R R p81RMNAT1 Tlal S s LLX usTAUED N A STRNWT AND I P09MN. — ND SIEATImTo Is MNRD DI¢CRY TD TO, AND/W BD11fM Wasp$ TIED SRALL DE DR — AS SPEWID) W THE FNGNEEAED DF9GN. 1RUSSES SIINL BE FWlpIEO NTH ffFJ15022F8fE GIE GrtalC pECD W 10 PREVOIT DAYA[E W PERSONAL DiA1RY. \Z td bd td W �1"� (U Ln cjl� � 00 m 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 TU FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WALL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED NTH FABRICATION. 2) VERDTCATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT. OVERHANGS, CEIUNGS. ETC. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE NTH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PACE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ACTUAL TRUSS SHIP DATE IS BASED ON MR CURRENT DELIVERY SCHEDULE ) R E I AB s I O C N 5 RANEY C�OVP ON EN TomLLC 19990 Independece Blvd. "'�^'• GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® CO PO�NEN S FAX: 352-429-7429 E—MAIL: TrussPlant®raneycomponents.00m ETHorton LOT/BIIG BpV. Lo : 62 Creekside RE90EN(L A rrTn tnnn i-. , ..n FILE COPY