The URL can be used to link to this page

Home My WebLink AboutTYPICAL TRUSS ENDBj` a 1 8'— b7 td Ix C- C_ w bi w (— C— L_ w7, u' I 66ii a¢141 00 �5- -� N &9 1-4 >PT n ggyy f9 A, KL CTI D IT, D v D 00 241Y ❑, 51' 8" D_ D SCANNED . Lucie County 1 -` N • 111we —1 cu CA US 00 m 0 HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLLiS TD OERSE AlTRANCERSNOTARE USTHP •HeV528•. 8•—B' ELEV. RDOF TNSS DLSUw CRffwA NDOF 1RUSS DESIGN wI1D0A TCU 20 P.sf. TOLL 40 p.s.f. TOOL 7 p.sf, TCDL 10 P.EL B.CDL 10 D%f. BC.D.L 5 Pat TOTAL 55 P0.. TOTAL 37 p.%f. DURATION FACIDR 1.25 DURATION FACTOR L00 -LOAD STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED YAND SPEED 160 mph. 2• FOR PLUMBING IF NESSARY BIAINNG DPOSURE C FLOOR TRUSS SPACING BUODWG TYPE Orin 2'—O• UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMU;TOP D BOTTOM CHORDS PLUMB CANG 12 6 / t HE $M — 0' BRIG. 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 MISSNG PIECES. NO BACNCHARGES WILL BE HONORED. WARNING QMf!(D]1/y fAAYMy AN. RIDI=I HW R NNE RFSPw- emm 9A11Y R 1K 1WA5 OOGEN. RAZE YAM.IACPIRR, w 1RR4 CA9NATT1. RRSGR M F flFGING TRUs�s YlE GuIUNUFD ro GDI PA6EiFSu1 ADWS AECAPnk EIBCIIDX t10ALW0 sew s ,awn REae>m ro PrR,ORT 1�RrD AID ooYstafa INifwO oaxnGA AIA1 f9sAUmn 11s1sRc sow wr IR uuuaam W sic APRKA71w% sa T&Amia liam lwtsgs LL1AI]BARr A!ID IECbuMATw4 lBq-Bt) iDR M. [Imt K6YIARN. 11N59:5 Rua � 1RSTAYID a A sT1NGn LAID IIJMB PO91oR. WQE No Glunwe R ARTID Dlim 1DP AND/w BORGU waAS T[Y 9URL OM® AS sm®- ra F D-D et9G1 TRUSSES 91A1A Q HWMIED I!IN AYAsw,1sE ur¢ Dwa+D omrnw ro RCWN OA11AT aR PnRa1AL xAnr. NOTE IT IS THE f1ffiONSMUTY OF THE BUGGING DESIGNER OR ARCIGTECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENCLN 1— SPECIAL CONSD(ORATCNS HbR YEQUMCAL EOUIPYENT ANU/OR PLDMBNG CANO THEIR CONNECf10N5) W 7RU55 SPACE NU BE DIAGRALaED BY BUEDEfR ON APPROYEO TIRUSS LAYOUT PRIOR TO FABRICATION. 7HIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIB{ITRS ARE LIMITED To THOSE DESCRIBED IN WTCA 1-1BBS 'DESIGN RESPoNs OUTIE,S•. ACCORDINGLY, IT DROWNS ANY RES°ORSIBILITES AND/OR LIABRITY FOR THE CONSIBUCTON DESIGN. DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY TIS COMPANY, APPROVAL SIGNATURE YOUR SIGNATURE WGL ACI(N(E OWLFD 1) AUMORITATION 70 PROCEED PATH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDIIIGN% INCLUDING WALL HEIGHTS ROOF PITCH, HEEL HEIGHT. OVET*MNGS, CEDINGS, E76. 3) TRUSSES YELL 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 TUE DATE REOU67ED TRUSS SHIPMENT DATE ( ACTUAL TRUSS WIP DATE IS BASED ON CUR antmT DELITRY SCNDXj E ) E v I S I 0 C Ns RANEY COMPONENTS, LLC 199endece Blvd. RGROVAD OFFICE. 352-429-9429 ® CO POt� NENTS FAX: 352-429-7429 ,�' E—MAILTrussPlantHraneycom onents.com Horton lOW LT/RAo : 39 Creekside BB 1828 Cali "C" s-l'-0 '�0;1-17-2018GLM BJ1 BJ3 BJS D v o� II I�`�Inr If �f1r II1 w td w cTI 59'8" FILE HANGER SCHEDULE TRUSS BEARING HBGHHT SG6DULE • UNLESS NOTED OTHERmg ALL HANGERS ARE USP •HUS26•. 8'-8" ELEV. R" TRUSS DG CFJTM RDOR TRUSS DFSOR ORaeA T.CLL 20 P.af. TCLL 40 pat TCAL 7 psi. TCDL 10 P.af. BGD.L 10 pat BC.D.L 5 paf. TOTAL 55 pat TOTAL 37 P•af. DURATION FACTOR 1.25 DURATION FACTOR 1.DO MIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MIND SPEED 160 m.p.N. 2' FOR PLUMBING IF NESSARY MADDIG DPOVK C FLOOR TRUSS SPACING EULMG TYPE — 1 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOA PLUMB CUT OVERHANG 6 i6 HE 8M C' BRG. UNLESS NOTED OTHERWSE 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 NmNNarIIWAM fT- t>:LIOMNA R Nm,NNe I� TE A=MBMO1CD smNO ar ➢[ TDB temsx. Nun NMxunmu�R, a iRui4 rADAcmA PFRSUIs vanes TW545 ARE fiNtlmxED m su PaADWS AND DNTcmN eA.1�b wEa TO s Awn I39tHdD To PltelDNr mwlN4 AND DaNWmNc NAvaa DaenorR AND NcsGrwr WAQNP W. wr RaIm3D N 44 C APnNCAImNi gE •BA/SIID YIXm 1m1SS95 o]RRNIM Arm laG�mA1WY (mMm FCR M, pOR AW PU`.. 1RUSS5 aMl � RSTNNED N A SIPAgII AND PLAID P091&% YIEi✓F Np $IWTNNG Is GPHIm mtFclLr m TRD A v/W ammo d nn A5 SC6ID a TIH ame>vao DNSW. TWSY,9 SNNL et xruam VmN AN RTASDNA&P rAla DMmuD Dana ro naTmlT UwARE a PNRsaNAL N+NRY. NOTE IT IS THE REESPCNSEnM OF THE BUILDING DESIGNER OR ARCWiECT TO PROMOE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CWSIDIRA71ON5 FOR MECHANICAL EDUIPMENT AND/OR PLUMBING (AND IHEAN CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUDDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. IRIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE UNITED TO THOSE DESCRIBE N WTCA 1-1995'DESIGN RESPONSOLIT ACCORDINGLY, IT DISCLAIMS ANY RESPONSIOUTES AND OR UABRLTY FOR THE CONSTRUCTION DESIGN. DRAWINGS DOCL INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURE BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWIFDGL 1) AUITIORIIATCN TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS ROOF PITCH. HEEL HEIGHT. OVERHANGS. COUNICS, ETC. 3) TRUSSES MILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYWT. 4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE DATE REOUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SIP DATE IS BASE ON OUR CURRENT DDUARY Stl®ULE ) R E V I S I 0 C N S COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 A{� NEy' OFFICE EZZ32S3 COLJPONLENPFAX:A352-429-7429E-MAIL* _Tru$sPimt@rcneycomg>ments.com Horton IDT/RK Y. Low 39 Creekside 4 EBB 1828 Cali "C" 05 YN YW N 17_2018 GLM