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Home My WebLink AboutTYPICALTRUSS ENDIr,IVV�I\ Jlil ILL/V LL I ,nu.0 ocnn,nu nuun, .au,,�uuu • UNLESS NOTED OTHER"SE ALL HANGERS ARE USP 'HUS26'. B'-B" ELEV BJl BJ" r, BJ° BJ`. BJ: Cl) tDy td td W CA q I q A 1. D V D D cn D 41 W ro 17 01 Sub and Not Revi Con Coalactor qua FOP com work work /wq-h p _"EMEM- EVISE OT ittats eneral tioas s, Co actor fr 111. ities, S. tiDility with o n a Saland a con D- RES EWE re re cane a No men m co resp men echo of m er it � - - - IT ewed far ante Autho and/o pliance nsible ons, to ues a erials des an tisfact tots. ,E3 0 O confo th the ize Ch correc ith IN r conf ranee d seq d mate subco ry may EWBAShOTED EJECT OR YO ante ontrac nges t ons d Contract ming a clears nces ials c Ira rs ed D/RES R JNFO jib des Docum Contr not r Docum d corr ices, f f cons inatio perfor r fait c OMIT MATIOI n itite nts, ons ct So lieve ,t nts. Tic ating i ricatio ructio of the' ante plian t ' . ; . ' I c-) m D CO Gl W ty rri L Al D Al td L1 rl ' i i 24 ❑IC ° 24 D.C. W W W C- C- C- 59' 8' L_3,8'-J 4 ROOF TRUSS DESIGN CRITERIA FLOOR TRUSS Omm CWTTRUA T.C.LL 20 p.sf. LGLL 40 p.sf. TC.D.L 7 p.sf. LC.D.L. 10 p.sf. B.C.D.L 1p P.%E B.CD.L 5 P.'E TOTAL 37 P.sf. TOTAL 55 p.sL DURATION FACTOR 1.25 DURATION FACTOR 1.00 WND STANDARD ASCE 7-10 FLOOR TRUSS MAYBE ADJUSTED MIND SPEED 160 M.p.h. 2' FOR PLUMBING IF NESSARY BUILDINO EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE 1 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER - 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 � e 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 MISSNG PIECES. NO BACKCHARGES WILL BE HONORED. WARNING CWYENTGRN. {RAYFIG. EREGIDN —/OR PDIMAMNT BRADRO IS NOT IRE RL41RH- EMUTY w' ME TRUSS OF MM PATE MANLFAGMiER. W 1R M FABRIGTOt HISWS F]RLRlO 1RR95 ARE CAUnaan TO — —.AL AOWLE iSGYWIO DECnON BRALWc TMOI Ei ALITAYS PEwA¢iD TO PREWDlI TGPMPIG AIID DWwGgG W(dNG FA m.; AHO PEAWWdT &U<9iC ABd WY BE BROI— N SPF01G AFg1G11pNS SFE 'BRAUwTNERR. 11E!ffi COYIRITARY ANO IncowETHBAnurs' (ws-Bp Fm wfnRMAT1pN. TRussEs suu uauum w A sneMaT Aw IADIO PDsnwa rHwE xo sluTRwo rs APnIm PAELT,Y ro TOP ARD/aH BOTTDM auras TREY sHut BE BRALFD As sPEaF®a THE oloxuxEo owt mesas sue. az RARwEo BnR RF, suunlE ueE DLwwc ERELTM TD RIiWHT OAYAL£ BR PEASORAL wARn. 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 ENDINEERINC. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR B PLUMBING (AND BUILDER CONNECTIONS) E TRUSS SPACE MUST BE FABRICATION. BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTUREI2 WHOSE RESPONSBIUTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBUTES AND/DR LIABILITY 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 CEILINGS, ETC.. 3) TRUSSES WLL BE MADE IN STRICT ACCORDANCE YATI 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 MUSS SHIP DATE IS BASED ON MR CURRENT O—Y a ILE t R _ - E V I S B 1 0 C s D COMPONENTS, LLC ce BIVd. 34735 RANEY 9-9429 ® COWEN 7429 Dn tOYaneycom p on en ts.com OR-_ Horton LOT/BU( M Lo : 60 Creekside FBI IrI;VVLI\ JVI ILV VLL I .nuaa oc.vun� noun. uu��w� UNLESS NOTED OTHERWISE ALL xANGERS ARE USP 'NU528'. B•_B" ELE1 I_8T- l7y lb bd C✓� � r�-i rn BJ1 B J: B J' BJ B J: B J' 1'8' D v D ON D Ln D D W rll OISE 'I ❑ Sub and Not Rivi Cont Cont qua I'proc co m wor wor with I ! ; j I I ! . -' j I II II rT & T REVI ittals a enerat ions . ws, Co actor fr actor i ities, sses, atibility with o in a sa a Contr 1.1 'WED e, rev ompl 'No merit m co resp men§ echo of m er tr and t Doc / IT wed fo nce w Autho and/o pliance risible ons, to ues a erlals des an atisfac tints. 0 O' confor h the Contract ze Ch correct ith the r confi ranee d'-seo d' mat ' subco ry man EJECTS DR YOUINFO ance ges t ns d Contrac ming 'a clear, ences ials co trac er d % RES th desi Docum_ Contr, not r Docurn d. corre ces, f f cons r dinatio performance fut c MIT ATION o dote _ is ,onl •t $d ieve,1b "ts. Th ating, 2 ricatio ructio_ otRhe mp{ia D CO QNE A. � ,0 IG R 9 ty m m L d Al 00 D Al td Gl ITN 24 ❑.0 ° 24 ❑.CI Gj C- C- Wj' - 9'8' L_3'8>-I 4 ROOF TRUSS DESIGN MITERLA FLOOR 1RINSS DES CRITERIA LCLL 20 p.sf. LC.LL 40 p.sf. LCD.L 7 p.sf. T.CD.L 10 P.sf. B.C. L. 10 Pm. 9.CD.L 5 P.sf. TOTAL 37 P.sL TOTAL 55 Pat DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED HIND SPED 160 m.p.h. 2' FOR PLUMBING IF NESSARY BURDNG EXPOSURE C FLOOR TRUSS SPACING ADI BUNG TYPE — 2'-0' UNLESS -NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 1 6 V 6 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 MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING MIRENTRNAL fRAVNC, IRE— —/DR PDUMNENT BRAONG IS Nor 11E iEEPIXI- S�Ntt 6 1NE TRUSS DES-M P . Wl 1FADn L .TRUSS FA9U M PD6pH5 EIECNID 1g1545 ARE CAURpFD ro Sam PRCiL59011AL ADM RmiV®PID DSCnON 9 u— — 6 ALIfAK REOCRED ro PAEl91r TDPPIAID AND IIWPIDWc DUwND DECS. AND PDpUNmr BRAONG TIXM YAY eE REDIARm M mEalx APwundls sET: TieADNe IIDDD muszFs W111D]1ttRY Alm I¢mwENDATNrHs• (erg -In) ruR FURTNm ulmmlAraa 1RI1S45 SNALL BE INSTALLED N A S11WgIT AIA PLUMB P6911o1L MRRE NO S--IO IS APRIm OINEDRY ro 10P AND/..0T CICmS 1NEY SHALL RE 64A® AS SPFMIRm ON THE IDIUNEDn'D DE4d. 1RUSSS JMIL 6E HAIMID Rmi f6/5/JlABIE CMM I—NG ERmnoll ro PRI:IENT DAMAGE DR PQISIXI t M.MRr. N CITE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROMDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENCMNEERING 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 RESPONSIBIUTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBRITIES AND/OR LIABILITY 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. CEDINGS. 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 PACE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ACTUAL TRUSS SHP DATE IS BASED ON OUR CURRENT DELIVERY SdFDIn F 1 E V I s IR B I 0 C s D RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 RA" NEY ,may DV OFFICE: 352-429-9429 ®CO ENTS {\jj�'�J FAX: 352-429-7429 E-MAIL TrussPlontflY-aneycomponents.com m brHorton mT/B R Y. 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