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Home My WebLink AboutTYPICAL TRUSS ENDSCANNED fU n'u•io 18-8•10 BY HANGER SCHEDULE TRUSS REARING HDOHT SCHEDULE • UNLESS NOTED OTHERMSE ALL HANGERS ARE USP •HV52B•. 8'-8" ELEV. OA HUS29 0 MSH-422 ® 8'-8' Int Brg ® 18'-1 7/8• ELEV. ROQ TRU59 DE9d CRITERIA T.CLL 20 PSI. HOOK TRUSS DESIGN pIIDOA TC.LL 40 P.xf. TC.DL 7 psf, T.CDL 10 P.xf. DCDL 10 (LCDL 5 D.xt TOTAL 55 Psf. TOTAL 37 Psf. WRADD4 FACTOR 1.25 DURATION FACTOR 1.00 VW STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WID SPFID ISO mph 2" FOR PLUMBING IF NESSARY BUADBRG FXPDRK C FLOOR TRUSS SPACING BUILDING TYPE — 1 2'-0• UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 Varies 3 HEEL 0" BRG. UNLESS NOTE 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 BACKCHARCES WILL BE HONORED. WARNING wN1vTD' i1VlINW NUI` HDARNO R NOT 1H6 RkSPd- TH SWIM LATE N 501T1Y Di 11C 1Au%4 DdWD4 MII MANiACDAER, DA THUS" FABIGT(p. RIi5d5 DacmD TRUSSES Aa Guwrtn ro 9Dt PRUEi90tut AOMQ REGPowG NSR90N ERALmO wfd B AV4Y5 �tlID4D TD BRAPNMAY B AID IN4D1W1G drtdl OaCnIHA AID iV WM1NT OD MEOI MAY BE ISdJ4am N SPOT APP1A'ATIONx xZ'twAa+D caDET+rARY Aro IS�AODATIMd' (Em-m) FTD nR11Elt wlaaATn4 IN WMATI iRU4S 944E B[ N NSTMIID A SiRNplr ND gYLo PD.aNI, � ND mAT 6 APAIFD MAPDRY TD TDP A1DAft BOTOi daDx TIEY B W m HUfPO AS saaEm d n¢ wom~>aa uma. muss suAL Ls NAmID am ".. R++s DUIaD DasmT TD mEwrt owA¢ IR PrAsdu w4Rr. NOTE IT IS THE RESPONSIBILITY OF TEE 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 VePLUM9WG (AND THEIR CONNECTIONS) IN TRUSS SPACE BE DIAGRAMMED BY APPROVED BUDDER ON TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER *HOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 *DESIGN RE5PONSINUME5•. ACCORDINGLY. R DSCLA ANY RESPONSIBILITIES AND/OR UABDITY FOR THE CONSTRU07M DESIGN, DRAWINGS, DOCUMENTS INCLUDING 7HE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHOR12ATION TO PROCEED WTH FABRICATION. 2) VERFICATION OF ALL DIMENSIONS AND COIIOITIONS, INCLUDING WALL KEICKM ROOF PUCK, H®. HEIGNT. OVERHANGS CEDING% ETC. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE TOTH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TIRE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BA ON OUR CUWEHY DELIVERY SCHEDULE ) E V 1 S I O � N S RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELANO R 34735 RANEY OFFICE A CO POAJ NENTS �42 FAX: 35 TICmp0 t .com Mr UK H-artaft— LoW40 Creekside li!$D1lE 2432-4EGB Galen "H" OL 7-2018 1 GLM . 3PM0040 -7 —� 17'4' 1 21'4' Al 111 MV4 BJl HANGER SCHEDULE TRUSS BEARNG HEIGHT SCHEDULE • UNLESS NOTED OTIERMSE ALL HANGERS ARE UEP'HUS28% 8•-3" ELEV. OA HUS2B 0 MSH-422 ® 8•-8' Int Brg ® 1W-1 7/B' ELEV. RODE TRUSS Dam mRF" FLOOR TRUES ®GIN CARJDA TCLL 20 Pat TC.LL 40 P•s.t T.C.D.L. 7 p.Wt. TCD.L 10 P.M. B.C.OL 10 P.M. B.C.D.L. 5 P..t TOTAL 55 P.st. TOTAL 37 P.M. DURATION FACTOR L25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED w SPEED 160 mph. 2" FOR PLUMBING IF NESSARY BUILDING EGIOSJRE C FLOOR TRUSS SPACING BUILDING TYPE 0-0 2•-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 Varies 3 HEEL 8„ i 1 — o" 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 YATHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHARGES WILL BE HONORED. WARNING aNHxowuA mAMNa EiSITAN A'A/DH RBaANEIf mAaND Is xGR TNe r�wsa- 5®M (K 11E TRUSS OF9RIEA. MlE YRAfALIV@R, m 1Ru55 FABVGTA PO AIII DaEcwD Terrsa Kra PAUPa+m m sxR PRunvmNa ADaa txaumNP E mAtdO 6N; ALRAx REDIAiED m PtiE1FNf TO"Y AND ON O QRCOomm W WdNPR�IO DAND PiTtlIN�kNT &Ut4lD YMq m IQAUPdD WY N SFiRiC AiWGll06 SFE'mMAiD YAW lR (:MEMMY AM) 16C0DflOADP6' (SCSI-N) FOR FLRIIkN KORf1ATM10.N. 11NSfiiS 8fA11. B[ RSIAUED N A 61RN01f AW PLNO P09NETS ND MGiNMO H APAm DTacar m Tm A1®/Ot BDr1Du amps, 1NTY@Y sou m BRA® As SPEQBD m TIR DIo®sm DfSIGM iNDJS43 soar � IIAAIID MEN REAsaNAmc rA� Dmmu t>genoL m w+nETNr 6WAGE m Ok7amwl NAmr. NOTE IT IS THE RE3PONSMTY OF THE BUILDING DESIGNER OR AR09TECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENgNEEFNG. SPECNL CONSIDERATIONS FOR MECHANICAL EQUPMFNT ANO/OR PLUMBING (AND 7HBR CONNECRO6)IN TM155 SPACE MUST BE DUDRAMMm BY BUDDER ON APPROYiV TRUSS LAYOUT PRIOR TO FABMCATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE REEPCNSBIUTIES ARE UNITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONS®RJDES'. ACCORDINGLY, IT DISC ANS ANY RESPONSIBILITIES AND/OR UABWIY FOR THE CONSTRUCTION DESIGN. DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE VAL ACIWOOY M- 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VE UFICAMON OF ALL DIMINSONS AND CONMMONS, INCLUDING WALL HEIG T% ROOF PROI. HEFT KBGNT, OVERHANGS, CERJNGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE W 7H 710S TRUSS LAYOUT 1) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THIIM. SIGNED TELE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SNP DATE IS OAS ON OUR CURRENT DELIVERY SCHEDULE ) R E V Is I 0 C sN RANEY COMPONENTS, LLC 19990 Independece BWd. It,.� GROVELAND FL 34736 RANEY OFFIC • 352-429-9429 ® COMPONENTS FAX:-742NfJ' E-MAT t an ygrQAQqWds.com Horton WT W Lo : 40 Creekside 2432-4EGB Galen "H" OL 1N ORAWNG Nw®PJC s =1'-0' 5-17-2018 GLM