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Home My WebLink AboutTYPICAL TRUSS NEDOVAUVUVEX) 8'4° I 7.II 1 7' I 1 50'8• 1 7' 6'4 7'8 r11Y �2L1\ vLL' • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HUS26'. ti �y BOOR 1RIla\TQLL ROOF v DESIGN GDTDTU 20 D•%(• TGLL T.C.D.L 7 P" LCD.L BCD.L 10 D %(. B.C.D.L TOTAL 55 p.s.. TOTAL 37 W. DURATION FACTOR 1.25 DURATION FACTOR 1.00 MIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MIND SP® 160 mph 2• FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE cram 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 4-3 16 HE L 8.. 1. 011 BRG- UNLESS NOTED 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 LnL1YO1n0HAL nDYDID. Emrnox —/. Nm1Ax0IT BRADNc 6 NDT INE RE9'DN- -UTY DF THE ImAS Ot9WDL PAC YMNFAGn Dx liN9.4 rAwD M PER -IS DMIDONm To —K ERDEE59Wxl MINCE RECIJ✓mxo EAECDNo MSSES An D1ErnG1 BRADRD 1RYD1 w ALTUYS REDUnm TO PPMNT IDPPIWD /ND DDlvAowo olRUNc mmnac — PaDUJIFNT BR— IfnW — K RLnUR¢o SE£ TTRADND Wam TRUSgS CGDD2ITMY AIN w SP[sC MR1Gn0x5. REccumOAnDvs (em-eq rcR rinlxm —noR M A SHALL W2nRY MTDP BF Ni w A SIRMGR AND PITIYB P0911Gt 1x ND SHGn4Vo IS sno"I MD/OR BDTiDY WDRO" TIEYSIWLE.BRAQD �EaTm As ON THE: D+mNLDan DEaot IRums sRML IE xArmlm WIx a � uua waTa Emma TO RREVDNr DAYArf oR Isxsau W.Agr. 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 AND/OR PLUMBBIING (AND THEIECI CONSIDERATIONS MECHANICAL CONNECTIONS) TRUSS SPACEPENT MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION, THIS COMPANY IS A TRUSS MANUFACTITRER WHOSE RESPONSIBIUTIES ARE UNITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES% ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBUTIES 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 WTH FABRICATION. 2) VERR-TCATION OF ALL DIMENSIONS AND CONDITIONS INCLUDING WALL HEIGHTS• ROOF PITCH. HEEL HEIGHT. OVERHANGS, CBUNGS. ETC- 3) TRUSSES WLL 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 ( ACIUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCNEDUIE ) R E V I S I 0 C N S RANEY COMPONENTS, LLCp/T�� 19990 Independece Blvd. RANEY GROVELAND FL 34736 OFFICE: 352-429-9429 ® CO PmEN FAX: 352-429-7429 , E—MAIL• TrussPlant®raneycomponents.com Horton LDT/elK Y•. Lo : 28 Creekside 4EAB Aria 1672 "D" LL OL NUY[RR sGuG DAIS• MUM 4-0" Acs nt. 05-11-201B U rT 1 C P'"4n nV V. V BJ1L I �R9 58'4 1_ a. Lufo4uCONRYN w UI ---- BJ1 BJ3 BJ5 td � T- a � ]> LJl a D W 00 v W D D (n = - I_j Cl to m D � ty Ij D coco ty 4 D ro Al D To AlA MV2 MVl m J EJ7A < < fVv m Ij kzv BJ5B BJ3 r L-3 �1 BJl 1 8 CAi -_: (- i � W CA 50'8' 4 7'8' LIT w `v9 EMI BJ5D BJ3D SCHEDULE TRUSS BEARING HDGHT SCHEDULE ESS N07M OTHERWISEGERS rER ARE USP •HU52B•.B'-B" ELEV. U55 DISCI QUIENA RaOi TRIQ 20 P.at, LOLL 40P11. 7 P. F. LCD.L 10 Psf. 10 P.at. B.CDL 5 P- t TOTAL 55 Pat.ON 37 Pat FACTOR 1.25 DURATIONFACTOR1.00DARD ASCE 7-10 FLOOR TRUSS MAY OE ADJUSTED 160 Mph 2" FOR PLUMBING IF NESSARY EXPOSURE C FLOOR TRUSS SPACING BUILffiNC TiPE aNxan 2-0• UNLEzS NOIID APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS —PLUMB CUT OVERHANG -- - 6 4I6 H—E3 L -51N�'' 1 — � 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 BAO(CHARMS WILL BE HONORED. WARNING mrWF)NEOUL FRAMIIF FRECIIM AAD/W i9WAlIXf MMMO K Nm tIE FxS �Q M DMST [E941Id. xAE YNAIACIIAAI. ® ft- FMFtl - Pv 5 DS01x0 TMrssRs ARM rAuea® tD tAnt PRu[ssa+,t ADWCC Ka t%t'WN 9RA@lo oEaN 6 AwTS aAwm TD PtQlort IODPIWO AM) DOR10x0 aw10 -,rot Aro PDNAMINT 1— -w MAY - ualEm x �1c AP%K'A = T9MalA .oa) TRISTE9 aRWADNM Aw ISLSAAD Tow (W ,) m --A". 1RU5$ 91A11 m m— x A siRAloNr A!D rtNAm PO9iI MtR xs -AVIM) 6 APNVD m+TLTLY ro TOP AID/0E BOIIDY dQOS 1NEY 9fA11 g aRA12D AS 'pE6m ON iR[ FNCIW D@]L 1RU529 91NL IE M �TLLO iq NrwsNMAaE cua auom ElrrtDON TP mEwNr IMMACE NA PEJ6quL EMnr, NOTE IT IS THE RESPONSIM1Y OF THE BUILDING DESIGNER OR ARCHITECT TO PROMDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOYM ON TRUSS ENdNEi]BNG. SPECVL CONSDERADONS FVR MECHANICAL ECIIIPMFN} ANO/OR PWM-M. (AND THEIRCGINEC110NSl IN TRUSS SPACE ON APPROVED MU BE DIAGRAMMED BY BUILDER TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACIUAER WHOSE RESPONSIBUZES ARE LIMITED TO IN Dt3CAISED IN WfCA 1-t995 'DESIGN RESPONS1BBNffS•. ACCORDINGLY. IT DISCLAIMS RE ANY SPONSIBIJTIES AND OR LIABILITY FORT THE CONSTRUCnON DESIGN, DRAWINGS INCL110RNG TINE INSTA(dATION AM BRACING OF TRUSSES MAMIFACIURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIONATURE WdL ACKNOWLEDGE.- 1) AUTHORIZATION TO PROCEED Wi1H FABRICATION. 2) VER67CAMON OF ALL NMERSONS AND CONDITIONS, INCLUDING WALL. HEIGHTS, ROOF PITCH, HEEL HEIGHT. OVERHANGS, CEILINGS. ETC. � TRUSSES WILL BE MADE W SiFECT ACCORDANCE MIN THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE 70 DE BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHP DATE IS BASED ON OLI N CURLLNT NLWERY SCIOXILE ) R E V I s I 0 c N A. S RANEY OV nde end'ce Blvd. GROVELANDP FL 34736 RANEY OFFICE: 352-429-9429 ® CO PONEN FAX: 352-429-7429L TrussP]ant@ran"ycornponents.com T57 Horton �� W Lo� 28 Creekside Ni�U1S 4EAB Aria 1672 "D" LL OL n 5=1P-0 11— GLMY"