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Home My WebLink AboutTYPICAL TRUSS ENDI 1VV 1\ ILVVLL ,^"'°V�nn-,-11111.n,�— • UNLESS NOTI7) IOT IVIN1SE ALL HANGERS ARE LISP 'HU528'. B'—B" ELEV. L e-- c C- C- C- Vj W (Jl BJ1 BJ3 BJ5 0 BJ`. BJ�l - BJ1 W W bd L C- C- I� Wj, `� D ro D W 7� D CA D D D W m 24 ❑I 51'8D L 6 q IMEWE E3 FJ EWEO S NOTE EVIL & Mftff 0 rmd ECTEDi IESUUT E3 100T REV _ YOUR FOR ION Sol littals'lR Will ad, f0f contorts acre wit, design ntent oni tH ietrs o Not Hari a Chas as to atr-ac um a, C sats ad/or orrectio s does of relievethe m cop once ith the ntract cement trt- t!t ' respon ibte f confir iq and orrelatl g a,; imensio s, tol races, learanc s, Iaor► at)�: �rl uses, techniq es a sego c of constra tr co patibil• of roa ists a mated oor nation o tor WO'rritb bor to tmi svbcae ac ors, arforma ce Wo in a e old d o Aii d for tl tam ' nce witCoWict Al ROW iRU55 DESIGN (RITEWA MDR TRU55 DMGM ODTDDA TC.LL 20 P.&C T.C.LL 40 p.&C .GD.L TC.D.L 10 Pat B.CD.L 10 EsL MULI.L 5 p.&L TOTAL 37 P.s. TOTAL 55 p.s.F. DURATION FACTOR 1.25 DURATION FACTOR 1.00 HIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED ISO m.p.h. 2• FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE — 2'-0• UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 HE c� F9 8„ 1' — 0" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. 1 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. 8" v WARNING CONVpIXW1 N/J014 DRLIIDN AID/DR PDrtINETiT BRM]ND IS NDT TXE X69R1- 1 SEDIY DF TXE ,XIADFSIDHATE MAXIFADTURA. DR ,PUSS F,uIPM 1pt PERSFIS ET¢cTlxc TRU`.45 ARE cAunDNEoraD TO sEBc PRaETasoxu V. rxcumwc EREcnW alAcuc n,D1 s ALWArs REDIIRm ro PRE141T TroF,wc RD CDY,IDDlc WRXC aEDDOX; AND FDDWTFNT eRADHc TnOW YAY mREQIRED W SPD]f10 IPH1GRDN5 SE TSPAaXG 1IDW 1fL1556 CDYMFNTAAY IfID RECDMYD1G11OS- (BC9-BI) EIIt fM1HDt Wf9RYAlIRL P0911RL MIYAE NO SMFATHND 1101555 SXN1 BE DATNIID N A SIRMPR AI♦D PIUKB IS AFPUD) PID:DRT ro roP AXD/DR BDTiOM OIDRDR 1NEY 9WL BE eRACEp HANDDD III1H AS 9•EORED DN TXE ENGNB]LED DEDOL OR I .DAYAGEPO— REASDNIffiE CA,E O1.9@ID fRELTON ro PREVDIT W WAfM. NOTEBE 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 td MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. (v THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSISIUMES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBNTIM AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDRIONS. INCLUDING WALL HOGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS, CEILINGS, ETC. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE tj \--1 Cu NTH TINS TRUSS LAYOUT. W td t 4) I HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS J OD n' ON THIS PACE AND AGREE TO BE BOUND BY THEM. m SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SO4MULE ) R E V S B I 0 0 N AD 24 El. C. R A N E Y COMPONENTS, LLC 19990 Independece Blvd. j .nA GROVELAND FL. 34736 RANEY - -. OFFICE: 352-429-9429 ® COMPONENTS FAX: 352-429-7429 ' -E-MAIL* TrassPiont@T-aneycomponents.com UIC Horton LOT/euc Lo{�v. 58 Creekside 1/11VVLI\ JVI ILV VLL ,nv++v,.nni•v �,uv�„+u,u.vla • UNLESS NOTI31 OT=WSE ALL HANGERS ARE I 'HUS2B'. 8'-8" ELEV. I 8'— td td td c- c- r.) r n BJ BJ BJ5 BJ3 BJ1 G�1 td Ud bd I� W� ��I D N D W D D D D J D OD Gl 24 ❑1 so �1'RVIEWED 13 REV ;:WED NM Gl RINISE & SUBti! O REJ ED/ NI. IT REVIE YED ❑ FOR --- R IN OMTt I, S� ubm ttals ar revue a -for, c nformaii a *iti efts ie o ! 'sad ' nerallc rapliaac with h&-C- oil act 'Doe greats la: Notal oans',Do Not, Ad horiz Chad ,the cog tal Ce fact OK 1 tract- S gloats. M. Caatr cur -fro` connplia ce, wit he ' Ctatt cto_u is esponsi a !for, onfirmi old, c Frolatillall quail ties, dc ienslons toler, ces; ct iraeces "hltica lon prat so$. it hnlaue and: moescos of, c astrrct n, comp tibillity.vi materlas and. aterial of t fir work- ilk-oth r trades Aed"1s kN ; . `sit woo a safe nd, sati 4ctory N fog VIA i contract Downen _aa�a, _ DATA: V Al aim D D N w CRI 4TI ❑.0 ROOF SS DESIGN CRnERU FIDgi TRU55 DmC1 GLUTEI" TC.LL 20 RILL T.GLL 40 p.sf. T.GD.L 7 p.sl. T.GD.L 10 P•sf. 10 P.m. (. TOTAL 37 P.sl. TOTAL 55 p.sl. DURATON FACTOR 1.25 DURATION FACTOR 1.00 MIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MIND SPEED 160 ID.p.h. 2• FOR PLUMBING IF NESSARY BURDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE a»D 2'-0" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 � (7 1 4-3 16' m 0 BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END 1 8° i w td td td d (U cn 01� CO T l (� 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 CLRVEd1KNK EAAYdG RFRBW AND/GR PDNA`IDIT BI—NG IG NOT 111E R6Pd1- BBGnY Di THE TRUE CAUTIONED t PLATE YIMFACRRRR. DR 1R1150 FA9DGIQL PE16OC FAEGIdO 1NIs45 ARE CJulnL ro ,UTA P0.Rf550NAL ADNQ IEGMaDWG ERE— B1ADRc nxa s AL— R[D ro w�.EdT roP AI K AND IKNWONC DdtHC DVEOTION: AND PDTWWENT —E x10D1 NAY BE RL'D N S VI MPIICABONi SEE 'BRAONG HOOD TRUSSES CON101TARY AND RECddFNDAlIWS' (BC9-d) iUl NP1ND1 WNNYATON. IR11556 9UlL BE WSTAUID N A SIMIg1T MID RDNB P09RpL HTHRE NO 96AlNdG IS APPIJro GRECRT ro TW AHD/qt BOTIDY DICtOS TILT SNALL BE BRA® AB SPBSIED W THE ENGNEEI✓ID DESIGN. 1RIDaSES 9NLL BE HMgm 1111H REIAi11AB1E CARE Cum10 DECDON TD PIE4F71T DAYAGE OR RRSTAlAL dAlar. 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 MECJIANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON "PROVED 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 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 CEILINGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WIN 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 SHP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V s B I C D N AO RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® COMPONENTS FAX: 352-429-7429 E—MAIL • TrussPlDntHraneycomponents.com •+.v+- ffr Horton lDT/INK Y. Lo : 58 Creekside RE40ENCE A rnn -I ono n_I: "/�'�