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Home My WebLink AboutTRUSS TYPICAL ENDI JVIILV ^• UNLESS NOTED OTHERNSE ALL HANGERS ARE USP 'HU528'. F�� B,—B" ELEV. 8, 1 N 98114114w 51'8°- Id td bd BY -7' U� J " I ROOF 'RUMDESCH FRITEMA T.C.LL 20 Pat nDOR TRUs DEBfN CRITERIA T.C.LL 40 P.sf. T.CD.L 7 p.'E LC.D.L 10 ps.f. B.CD.L 10 p.&E B.CD.L 5 P.B.f. TOTAL 37 P's-t TOTAL 55 p.s.f. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WHO STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 16D m.p.h. 2' FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE aDSET 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 6 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 CON4Ew11RlAL fTMIN4 EKE,— AND/OR PDNMDHT BMUND IS —THE RESPoII- 5®DTY 0< 111E TRUE DEHOiBt RATE MAHUFACTURM M TRUSS FA9MM1Rt PERSONS DECTNC TRUS£5 ARE C-IMED TD BEEK MAiES9FN& ADNCE Rewumw0 ERECTOR BR -ND read E &WAYS REDUwFD TD PREHTrt TDPPLNO AND DDMwaxD DBMND —M AND PDaA w BR&YHO Iwla MAr BE IEDMB. N SPEOFIC ,wRIGTONS SEE'BRACIND eOCO 1MISSES COR1ElliAR'! AND IEC0INDAATU6' (SCSI-Bi) i9R NflT1ER NNDIAIIRI =!ISEB9 BE NSTAILED N A SNAIWT ALD NUMB P091XH. (WERE NO SIEAIIDiD IS APPtm II— TO NP AHD/011 BOT1d1 DAWNS 11Ef 91NL BE BRA® AS B .0) ON TIE FNDNFFAO) DESIDI. TM WES SHALL BE HNAIED —I f6.ASCwABIE CAIE DURPA BR. Rq1 TO PIEl4NT IMM 4 OR PDbLN& INLRY. NOTE IT IS THE RESPONSIBILITY OF THE BURRING 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 FABRICATIDN. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBRITIES ARE LIMITED TO THOSE DESCRIBED IN MCA 1-1995'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBIUTIES 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 HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS, COUNGS, 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 PAGE AND AGREE TO BE BOUND BY THEIR. SIGNED TILE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V I B S C DI N S RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL. 34736 RANEY OFFICE:_352-429-9429 ® COMPONENTS Horton SUBDW 59'8° N IrIINVLN\ JVINLV • UNLESS NOTED OTIIERNSE ALL HANGERS ANE LISP 'HU528'. 8'-8" ELEV. 8r— bd td td L c- t- I.T r n BJ1 BJ�, BJ`. W —0 -- — �I M I BJ5 BJ3 BJ1 �'� tit td td L (- (- C- Cil W7R� D N 71 D Ul D 0� D J D 00 L1 MIS 1'8, REVI ED REVI D AS N TED REVI & RES EMIT REJECTD/ RES EMIT NOT luand EVIEWE I Q. FOR YO JR INFO MATION bmitt s are r iewe for con rr soce ith des n ,inten Ren rot coin liance with the Contrad Docpm ets only otatio -1 s So N t. Aut orize C 'antes o Contact Sum Reviews Comme is an or corr It A s not t liege th Contract r from c mplio a with t e C14 t Qoclin ts. Th Controc r is re onsib afor co ficfninj ind correlating a quantitil s, dime sions, tolerant 1,s, Isla ife-es, 4 bricatlo process s, tect iique4and si nelte 'It con tructio compatil ility of i ateria and m efills c adiflotid of the work wi h other rades jod, sib ontrieto s, ,perfo i monce work in I safe ar 1, Solis ctory M nn for fr+lf hplianc With the ntracl ument Al !7 � 2411 59'8° Gl M 8" �I- I C by td tit td Cd Ln M _I ROOF T1NSS DESIGN CRTURIA TIDGR TRUSS DESIGN CRITERIA TCLL 20 P.&E LC.LL 40 Pat T.CD.L 7 P.a.f. LCD.L 10 P.&f. B.CD.L 10 P.B.. B.CD.L 5 Pat TOTAL 37 P.&L TOTAL 55 p.Gf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND ETEED 16D ro.p.h. 2" FOR PLUMBING IF NESSARY BUUXNG EXPOSURE C FLOOR TRUSS SPACING BLINDING TYPE 0- 2*-0" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 11 12 4-3 16' 6 HE L 8„ 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 SIBUTT F U TRUSS EAECIRN A,D/011 PF14Y+RRTT HMCOiG IS EAT 11E RESPER mc8 OF 1NE 1IN55 DE9GNETt M1E SEEK pRI CTUIE]t, GE 1RIIS iABLG10R. PERSON! EIECIINc 1RIR25 ARE GURRhD ro SEUR PROEE59GML AOWOE IEDµpNO EREcnox BRADNC naa a xWATs REauRm TO PREVENT TDPnwB R, DDYDEDNG WItHC pE4TOS AND PDIIO DRADHD WIDa1 YAY BE REOIARFD M SPEOTIc APPIIGnONi. SFE 'BRAf910 1AL0 1RVSSES CDYIRN{A(Y ANp RRQWENGTI6S' (&S-Bl) fiR nIRIBRR DSLINAIIDIL TRUSSES SNALL OSMILED W A SRMIORT AND R PO9NICN. 1AlERE NO SfEATWA Is APnan DwEcnr ro Tls ANAND/ORe . SANDSS. TIEY GNnL IDMFFD RFASONIBE CNE W18NGNER�C SUM PREVENT DAUIOE�OORR PE & .m RY. NOTE IT IS THE RESPONSBIUTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TD 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 UMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBIUMES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBIUTIES AND/OR UABNTY 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 NTH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDmONS. INCLUDING WALL HEIGHTS, RDOF PITCH. HEEL HEIGHT, OVERHANGS. CEILINGS ET_, 3) TRUSSES NLL BE MADE D) STRICT ACCORDANCE NTH THIS TRUES 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 9DP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V s B I c 0 N S RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL. 34736 RANEY OFFICE: 352-429-9429 ® COMPONENTS ONENTS FAX: 352-429-7429 E—MAIL- TrussPlant@rOneycomponents.com br Horton LDT/W1( OY. Lo : 66 Creekside IEmDwlf