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Home My WebLink AboutTYPICAL TRUSS ENDG 67'8° f 8Eff �7' In I at Lucie C-no k, W4 W I —I 8' �--8' 59'8° 67'8' VVLI\ JVI IL✓VLL ^' UNLESS NOTED OTHERWISE nwa v�rv..nv �u..,,. w..w« ALL HANGERS ARE_USP 'HUS2S'._ B'=B" ELEV. ROOF ,BUSS DESRI CREM,. LOLL 20 Pat T.C.D.- 7 Pat B.OD.L 10 p.s.f. TOTAL 37 P.sf. DURATION FACTOR 1.25 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 m.p.h. 2" FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS .SPACING BUILDING TYPE coca 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 �// 6 � H&16 1 12 — 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 CONYpIMfNN. EWNx4 AT FRECIpN MID/DR PNYAIT BRAONO 6 NOT T1E RE4DN- �IDTY lF 111E 1R1155 _ MR RATE MNAIFACTmm m TRU55 FNItIGRNE PEgSa15 ETEGTING TRUSSES AR CNl11RED TD SDI PAOETSSONAL ADWCE REGNNNG ERECTION BRACOIG THCH IS N1GT5 RFgDIED ro PREYFNr 1WPUNG AND DOINPNO DURING almlw; ND Rw1IHDTT (tlUCxG IWOCX Y T EE REWSRD INsPEaRTc wvuuTnxs sEE'a1AwD TTOOD 1Russs G91DmRrARr nrro IaDo11EQNDATIOxS' (azs-BID Fpt LlnnaR DaalauTlaa No ssAlwlD TRusss sNAu TE xsrwm x A smNaa Nm RMw Pv311na TamaE IS APR® OUTIE ro TDP AND/xt BOTIdI CNORO$ TNEr SXNL BE BRACED AS SPEkON a ON 1NE fNGWEIDLEa . ro DE HISSES RNSDRTAL O NN& TO1H REAsaxABle uRE Duwxc EAEGIIW PRE\O11 DAMAGE DR xAm. N OTE 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 EN NEERING. MENT AND/OR PLUMB NC (AND CIAL DTHEIRRCONNECTIDNS) IN TRUSS SPTIONS FOR MECHANICAL ACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WrCA 1-1995 'DESIGN RESPONSIBILITIES% ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWNGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WIN FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS. INCLUDING WALL HEIGHT$ 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 ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V I S 0I C N S CO MA. �4, Inly 19990 Independece Blvd. FL. 34736 GROVELAND RANEY OFFICE: 352-429-9429 ® CO PONEN S FAX: 352-429-7429 E—MAIL' TrussPlantOraneycomponents.com `Horton 7o29 Creekside RE90ENCC 4EBB 1828 Cali I'DI' LL OL DRAMN G NUMBER: E GUI nfs=1'-0n IIIII5-11-2018 GLM iANGER SCHEDULE TRUSS BEARING MONT SCHEDULE • UNLESS NOTED OTHERWISE AL HANGERS ARE USP 9IUS28•. 8,-8" ELEV. v r` 7'8' 7' M In W P4 P4 67'8' M8A RDRE iRt155 D61GR1 CR116tlA TOLL 20 p.sf. TCD.L 7 p.9.f. U.C.DL t0 p.sf. TOTAL 37 P.B.f. DURATION FACTOR 1.25 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED vw SPEED 160 m.µk 2" FOR PLUMBING IF NESSARY BIDDING E)POSIM C FLOOR TRUSS SPACING BtADING TYPE no<ED 2'-0" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 i 6 UNLESS NOTED BRG OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THUS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/Oft MISSING PIECES. NO BACKCHARGES WILL BE HONORED. -- WARNING------------ COA�flmU TN TR �tll Am/011 PBNAANENT eRA TF 5 F THE Rc'9I - S— 61RE TRUSS CQNAR. PLATE WNAFACTUER. Ui T FABl410A PFRSG(5 HRRcmND TRusgs MN£ cA1RDmTn TO SBBR PRuasau AOWa UffcARONO mmooN eRMmRo rwa 6 Auux REauRm ro wasENT TOPwNo ARID NINE+mw Wmo E]SGWCM AI0 PDNAtER1W BAAaxc ARItN MAr � R[DIAEV N SFlY>AU APPIIGIVN£ SfE T9M@ND ATTW 1RJ595 CDIARNIARF AND M14.fatIE1IDATWY (6C9-6t1 FPt HINTER KtlbATPA TA11445 91MIL BE INSTATED N A STRAKHT AND PLUS W41WM- AYE d NO SIfflTMN6 B MWIm Ef6L1LY ro 1RP AND/OR RID'IIOM auras. 11EY 9RML SE NiAWED AS SPFMi®a 114Em ,w, AETlIRU956 MILL IIN01ID NN RFASd1ABIE me WfR�O E7i}S'INR PIS1fliT DAMAtL a � NNURY. NOTE IT IS 114E RESP9i ONSIBOJTY OF THE BUILDING DESIGNER OR ARCHITECT 70 PROHOE AN APPROPRIATE CONNECTION FOR TRUSSES 70 SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EGUIPMFNT AHD/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 RESPONSIBNRES ARE UUTTED 70 THOSE DESCRIBED N WICA 1-1995 'DFBIGN ANY RESPONSI(RR1R1E1FSSPOANNS. CT M AACNHI DESIG, DRAWINGS, DOCUINCLUDING ONDS5TRCWUCM11544 THE INSTALLATION AND SRACNG OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSONS AND CONONIONS INCLUDING WALL HEIGHTS, ROOF PITCH, I®. HmGCF. OVERHANGS, CEBUNCS, EEC.. 3) TRUSSES WALL BE MADE IN STRICT ACCORDANCE V47H THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PACE AND AGREE 70 SE BOUND BY THEM. SIGNED TIRE DATE REQUESTED TRUSS SHIPMENT DATE I ACTUAL TRUSS SNIP DATE IS BASED ON OUR CURRENT DEIVTAY SCHEDULE ) R E V I S I C 0 N � A RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 OFFICE:_ 352_ 429_9 _ _