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Home My WebLink AboutTYPICAL TRUSS END1r11VVL1\ JVIILV VLL n�aa uc..nn., nuwn, uvn�"vu • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HUS26'. (--� L-_ �.J B —8" ELEV. BJ1 B J: BJ`. -I BJ`. B J'Id BJl WANNEO atey 59 8' a. Lurie C 0(ft 24 D.Cl �O 24 ❑.C, L7 CIO Q I0 a Q Q M (U Q Al ¢ a Al ¢ LEJ l� a a Q LD (, Q _J W REVIE REVI NOT I ubmitta nd gen otatio rviews, itrut ontract oaptiti rocess mpatib on wit 4)c In t1 the Ci S NED & RES EVIEW s. are .r ral too i)o, Comme r from c r is re , dime s. lecl lity ut I I other safe at ntiact Do BM vieweB ilianic t Au is -a mplia onsi sions nteue atert rades 1, sat ument for co with t horize /or col ce with le fort tolera. and s and, I and sr factory i . 3 REVI REt FOR forman e Coat bahje ecticas tfie Cot Wirmir, ces, It31 equeac latiriall elrtr jaxwor WED A, IED/ F rOOR IN a mith kt Doc to. Cc dim 10 ct W ,_and c ranee s, of eoortie # NOTE 2SUBMI RMAI tesign i Iments itract rellievi iments. velatir , fabric astruc 'ow of, an pl ON, tent my am. the The 1 alt tton ton heir a of nce W u U D E —tlEN Cl) G � � M fq I——B, 51' 8' ROOF TRUSS DESIGN MURIA FLOOR MUSS DBGN OPoTERIA T.GLL 20 p.s.f. T. 40 P•s.f. T.C.D.L 7 P&L TGD.L 10 P.&E B.GD.L 10 Ps.f. B.GD.L 5 p.Lf. TOTAL 37 P.S.E TOTAL 55 p'&E DURATION FACTOR 1.25 DURATION FACTOR 1.00 WND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WND SPEED 160 MP.IL 2' FOR PLUMBING IF NESSARY BUILDING E)P0%RE--C — - FLOOR TRUSS SPACING BUILDING TYPE MD"' 2'—O' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 4-3 16 HE L 8„ UNLESS NOTED BRG OTHERWISE N 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 W,1IETIARIAL iiU,RTG EREDRN AND/R, PDDIN0IT DAAaxC IS NDT l,E REWON- �LR Di THE TINS DESIGNER, RAZE YANVFAC1RNq OA TINL^ iARiMAIRL R]SRS mm mTM6E5 ARE GLARED ro SEE% PRRES90NAL ADMCE RECNmi10 TREcnGN wAaTc rlHa IS ALWAYS RERATDT ro R314Ti TOPRTHc AND DRINDIND DUIdNC EREDIIRE AND PEAYANFHi 6RARM0 OARI WY DE IERIRTD N SR:aiC APRIG1bXS SEE n,RARHO TIC\L 1RDS45 CRD@TTAM AIO 9EmnwDARi,s' (em-ep vrn HmRvn w,RAlnnRa 1,N556 9ULL BE D6RUiD H A SIRIIRIT AND RLYB PP911R1 IREAE ND S,EAARiC Is ARVED TD Ta Aw0/DII BOTTOM R{aRDS TIDY sNw. eE eSA® AS sR]Elm w`N THE dGD1mRD DES 1RU545 SHAM BE NAIIDIFD I,IIH REASGNAeIE OME DIDRIc ERECIIR, ro PAs\Ewr DAMAR: rR RamN.0 w.MRr. NOTE ITTHE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE ANR APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS S ENGINEERING SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND CONNECTIONS) TRUSS SPACE �- MUST DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT BUILDER T PRIOR D 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/DR 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.. S) 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 ( ACTUAL TRUSS 99P DATE IS BASED ON OUR CURRENT DELIVERY 3]®ULE I R E V I g s I C 0 N RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® CO AEN S FAX: 352-429-7429 E—MAIL, TrussPlant@roneycomponents.com H orton l0T/BUI BO Lo : Y.33 Creekside RL90ENCe 4EBB 1828 Cali I'D" I v� m m m -- BJl BJ3 BJ5 07 00 �-I BJ; B J: BJl I`3'8'---1 24 Q.Cl 24 D.C. LD CID ¢ ¢ L ¢ 7 ¢ M ¢ (U Al Al If pq I III I Ga LJ �I A LLI (Y) LIJ 3 U i 3 ,8 FIB HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP'HUM'. 8'-B" ELEV. ROOF 1W15G ULm]I Oulm naoa iRU59 n93R Nmamn T.CLL 20 P. T.C1L 40 I-L T,CAL 7 Pst T.CDL 10 Paf. RaI L 10 Pat 5 D af. TOTA 37 P•at.- DURATION FACTOR 1.25 DURATION FACIDII L00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED wim SPEED 160 m.Ph. 2' FOR PLUMBING IF NESSARY BLODOIC E IPOSURE C FLOOR TRUSS SPACING EIADNG 71PE atgo 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 4H 3 i6 $" UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 2V C,C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST HE NOTIFIED YATHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BA(T(CHARGES WILL BE HONORED. WARNING CON.tNRF FAN@R4 AR"T ET1aRN4Nr mOR 6 NR 1IE RN9VF mR Nm IN sanr Rr ilE 1RIffi I1L9alA, PLVII YAW�ACDtlFR, a¢ T FAaNAT00. Pmsws Y, AD'4lt Rfr.NESCr DaC1FRG TNSSS Ala riR/INNm ro NO{ PRTO FIaC BRAaI B ALRArs PRT LAD NtVP® TO N. m 1rP MAY O 0 Emm I)DINRro1D DlPtHO EIGGDOIt AM) RJORANFNT BRI1aR0 NNd YAY RFNIIaO IN9941C APWGIKIR Sff 13RAmRP IDm 9VIISgS CNAaN1ARY AID laffiRODA110N5' (eRFBI) iw fURiRaR MYRYMRR. TDRa4s 91ALL 8 VhTA1HS N /. Smllafl AND PIfAN P09R]L '1I� rw 9aMIpG LS APA� OPFiaY ro ltp Av9/at eoHTNi oRarms Mr 9YIL m URA® As seRsm a 11a DiNos» Dlsa. 11nA56 sv11 � NAEmIfD uDR rewsaAelE rua IDRNO 03211NI To FISYFNT DAMA¢ ca PQStlut nWEmr. NOTE R IS THE RESPONSIBILITY OF THE BUDDING DESIGNER OR AROORECH TO PROVIDE AN APPROPRIATE CONNI=CN FOR TRUSSES 70 SUPPORTING STRUCTURE PER REACTIONS SHOYAN ON TRUSS ENGINEERING SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTION51 IN TRUSS SPACE MUST BE DIAGRAMMED BY BUADER ON APPR VED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY RS A TRUSS MANUFACTURER WHOSE PE<.PONSIIRa1M ARE LIMITED TO THOSE DESCRIBED IN WCA 1-1995'DESIGN RESNXN9SNRES'. ACCORDINGLY. IT DISCLAIMS X O1 ANY FRES°UTIES AND/OR LIABILITY FOR THE COISTRUCRON DESIGN, DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY 719S COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWIFDCE 1) AUTHORITA110N TO PROCEED WIN FABRICATION. 2) VEKFICATION OF ALL DIMENSIONS AND CONDITIONS. INCLUDING WALL HEIGHM ROOF PITCH. HEEL HEIGHT, OVERHANGS. CE01NM ETC.. 3) TRUSSES WIL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE 10 BE BOUND BY THEM. SIGNED TITLE DATE REOU61ED TRUSS SHIPMENT DATE ( ACTUAL TRUSS Sly DATE I$ BASED ON OUR CURRENT DELIVERY S00XaE ) E V I S I 0 c s RANEY COMPONENTS, LLCC� 90 Independece Blvd. VELAND FL 34736 RANEY CE: 352-429-9429 ® COMPO, NENJS : 352-429-7429 1 I - [7,1313 AIL• TrussPlantmraneycomponents.com R'w✓`� Horton A Y. : 33 Creekside OD 1828 Cali "D" =1'-0 os— s-2 iB GLM