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Home My WebLink AboutTYPICAL TRUSS ENDInl LI\ Jl+i ILVVLL I �nu..,a vu.nn•u �iu.n�� .•u�iwuu •NUNLESS NOTED OTHERNISE ALL HANGERS ARE USP 'HUS26', W—B•• ELEV lD (U BJ1 BJ; BJ`. m. ON BJ1 SCANNED BY Lucie County pq m 0 RsnEWED AS NOTED rlec tcuRul1113 R Mqji RES L_ PQ W Pa G Q Q Sub aid Net hvi CN �aa '00 pro co well well Wig:the (Y) ittals a eneral inns . s, Co er ff. bt i ] titianI asses, atibitit with in a, s Q a fee; oaHlis Nat Meets. M cod raipo inraesi techni If mat her tra , aed ad for ce will ethorit edlor iaace w ible'fo s, tot_ es as fists as es iei •shot Al oefarel the C Chae rrectia the C coati" aeees, .stria ms a1c we w ►bct s to '� a Mats Ca3 h d_esi ocawte Ceetra Me ; corre es, f f `�*aenf AlA intent s only. t Sum the is a The tin` al ricatw ruction tfiei ante - bti at (u Q Q Q Q ¢ Pa GD Q iz Q W EJ7A MV2 7' pq 1. ° 24' ❑.C. 24 ❑,C, J '4" 1`7'�I BJ1 BJ3D BJ5D ('7 W l� w d' d' 4 ROOF TRUSS DESIGN CRITERIA FLOOR TRUSS DES GdI CWTEIOA LOLL 20 pxf. T.C.L.L. 40 p.s.E LC.D.L 7 P.E T.CD.L 10 P.&E B.C.D.L 10 Ps E B.C.D.L 5 D.I. TOTAL 37 p.s.f. TOTAL 55 p.s.f. DURATION FACTOR 1.25 DURATION FACTOR 1.00 HIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WND SPEED 160 mph. 2• FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE a 1 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT 6VERHANG 12 HE EL16.. 0" UNLESS NOTED 8» BRG. OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' D.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 Cd1VEx1NMAL —1, ERE.. AND/M P tM—T BRAONC M NDT THE RE9•Q!- muw DF THE TRUE Dmmm RATE WNUFACNRER, DR TRUSS FM,`dt PERSONS ERECIMO TRUSSES ARE faVilglm TO — PROFIM.' I1 ADWIL REDMNING ERECRW BMONC 1,NIW IB ALIIAYS REWWm TD PREMR T—UN. AND DOYYlOgG DURHG FAD:IID,A AND PERMANENT BRADND 1HIW — W REWPRD W sPE6Tc APPUDAOpIS 5£E •BRRCDlD 11000 1RU556 —EN— AHD 1-1-10ATIDIIS' (BLSI-B) FOR NRTIER DFptMAnON. TRU55m SIWL BE PISTALLID IN A —GHT AND PWE® iNT51RON. 1r,DTE ND SHEAMIND IS APRIm OGEDILY 1D TOP AND/dT BOT,OM —Dr, THEY 9ULL BE BRA — AS SPEDFEO ON THE ENCINEB6D DESCN. TRUSSES — m NANDLFD — RFASONA&£ CARE OMMG EREOTION TO PREVmT D.— OR PDR NW PIJURY, 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 (T.I RESPONSIBRTTES ARE LIMITED TO THOSE DESCRIBED IN WICA 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) AUTHOR17ATON TO PROCEED PATH 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 THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TILE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IB BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V I B N D • RANEY COMPONENTS . " b7m Horton LL7TBOW120 Creekside —T 1 � VLI ♦ �L.I f L • UNLESS NOTED OTHERWISE ALL HANGERS ARE LISP 'NU528'. B•_B" ELEV. • BJ1 BJ`. BJ: BJ1 M o Ln PQ PU PL1 CO Q n Q Q Q M Q Cu Q 2411 ❑.C.II Al AlA 181 wi Ga a Ca �D Q In Q d' Q c� Q Q VREVII WED j REVI ERA NOTED REVI_ E &•RES 1113M11 :1 REJ D/R BURIAL NOT REVIEWE :1 FOR OUR INORMATION ubmitt s lare t viewe 1 for coi formgn . wit61 if 66nt edl `eri ►aC coin flanc with, d e .Coni ct IDoc -sign meats Ip. ttatio Dot .N t Att orize hanie 'ttl C61 tract S Im, mews, Comma is, an /or con ctions lot we relieve the atracto from cl mplia Ce with he cot t Owl meets. rhe 1 tttract t is re onsl a for C nfirmial and cc telitinj all uantities. dime sions toteran :es, clt r>teces, fabrics ion rocesst s. tecr, rlque and, s queac of .e struct n, mpahb lity ut III atena .and rl i jitrials,00rdit 'ot',of t air cIk wilt, other rades ed', sa a rs, t rsatc of :.;(, In a safe ani satis ictury, w,a_ hr ftl clmpfi ee r 1 !t '.iIP Ctl CiON [MR 4" —"1C01 ��B � J1 BJ3D BJSD M f 7'� W T W a a 00 ROOF MUM DEVDN CRITERIA FLOOR TRUSS DESIGN L1p1F3DA T.C.L.L. 20 P.-L T.C.L.L. 40 P.s.Y. TCOL 7 pa(. T.C.D.L. 10 P.s.E B.C. L 10 P.x(. B.CD.L 5 p.&E TOTAL 37 Ps(. TOTAL 55 p.s.(. DURATION FACTOR 1.25 DURATION FACTOR 1.00 YdND STANDARD ASIDE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 mPA 2' FOR PLUMBING IF NESSARY BUILDING E7(POSURE C FLOOR TRUSS SPACING BUILDING TYPE ansED 1 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 01__ HE L16 8„ -dl 1' — 0' 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 LONWDGIWAL —G. ERECIIW AND/w PERM.WDR BBADxO R NOT THE BEI 50A11Y a THE MUM —., PGIE W WUFACNIRR. OR TRV55 FA&0— Pp✓ S ERECBND 1RUSSES ABE CAU110NED ro SEIX PR6SSIWAL ADW(E REGARDDIG ERECRW BPAONG TDRW 6 IILTMYS RE—T ro P 1. IfIPAY AND DC SPE- OURBIO ERD .SAID PERYAHENT BRA[ SE ODOI WY BE NDD4aED UI SPE61C A ONVG(. S SEE'BRACWO TIWO MUSSES COIOFRTARY AND REwMmmanONr (Bm-ef) FDR EMTlDR BraRlanON. TRUSSES S BE INSTAUPD IN A STRAIGHT AND PWI® POSITION. LNERE NO SNGININO IS APPLIED D.C— TO TOP AID/DR BOTTOM ODBOB, n1EY — BE BRAOm AS SPEOEED ON THE ENGNEDRD DIMON, TR.MES5 SMALL BE NNIDIID TII1N BEISONABIE rARE dRU1G DacnON TO PREVENT DADA¢ ON PERSONAL rxSmr. NOTE IT IS THE RESPONSIBRUTY 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 PLUM9MG (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 RESPONSIDUTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBILITIES AND/OR UABIUTY 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 HDGHTS, ROOF PITCH. HEEL 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 j ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V B s I C 0 s D RANEY G an P�O�—N T=S, LLC M dR! . r RANEY dFF��1 52- 2 - ® CO PONEN S FAX: ru ssPlDntB+'➢n eycom p on en tS.CO m UK Horton LOT/BlN BOW Lo : 120 Creekside RESDEHCO A r— A _ n f I _ 11