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HomeMy WebLinkAboutTYPICAL TRUSS END 10-29-180 I- 10, FC td 4BJ1 —NF i 4C2 u 4BJ5[E D 4BJ3 4BJ1 4 4BJ1 m ,8' Eel 10 REVIEWED ❑ REVIEWED AS NOTED 0 REVISE & RESUBMIT ❑ R_ EJEM0I RESDAMIT NOT REVIEWED O FOR YOUR INFORMATION Submittals are ftvierted for eoafer1aesce with design intent sod thr'Csetfnct Qoeements ,only. _ _ _� _Mehtiae:�?o-Nat-Aathoriie=Clams-N--Ceattaet—So — - tteri"s, Comments setter ciffecli w,dm not relieve the Caotneter Rom nmgtisece with pmmEets. The cletfrctof is responsible for cedtfaia` a" coffelating all paatities, dimension , toll r a I.. cloaralle- Prucessts, ec nf4os and, sepee1ces of to+tstruction. 18, EJ7 A6 5 A4 A3 A2 Al A2 A3 A4 A5 �7 1 A8 A9 B1 B2 'C BJ1 21'8' ;RECEIVED BY OCT 2 9 7016 St• Permlttin St. Luce CountvenP HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP'HUS26'. 08._8" ELEV. AO HUS26 © THDH26-2 ®N/A Int Brg C MSH422 ODHUS48 P79999NFA ROOF mess DES IN tldT A noon MUSS DESGN-ORIT - — - TOLL 20 psd TOLL 40 P..f. T.COL 7 P.%f. T.00.L 10 P. f. B.C.D.L 10 p.sf. B.CAL 5 P.9f. TOTAL 55 p.sf. TOTAL 37 P•%f• DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 BOOR TRUSS MAY BE ADJUSTED WIND SEED 160 mph. 2� FOR PLUMBING IF NESSARY BUILDING ENSURE C FLOOR TRUSS SPACING IN APPROVED TRUSS ANCHOR BY BUILDER 20 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 I V 4-3 16 HE L $r, 0' 3.,1z 1' — 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 NllHVETnI Axo/oR PmMNRIT InAcxc Is xm mE IiL4f6✓— 99eLY 0' NTRUSSRFuIE YNNUFACNf3X Oi mUA rABWC TOR RHIMS ETacmc muses u+E cumaNm ro StTx mor®au ADN¢ 6Ecumu+e EIEnTRT eRAam exrce rs ALWAYS rzar¢D ro FRETWxr raFnmc Arm DueNawc omem ETseTlol: AxD waAxwr swam tool wr eE REOJWUII 'fiRnanc TnmO muses oaxaxrARr Arm w �Ernc APPeuIKxs sx IiLOTYFTmATQNS (em-e1) ra ruRTra:R ,NroalArmL PWY9 Iosnm. TIxrRE xa 9�AT10m TxU5Y9 SHAD. I!E wsrAum w A smuwr AxD Is APnan auclLY ro ra Alm/cR eorrw aoms rHCY 9D47 IL e6A® A9 SEODm M mE Fx(i®3Y R9RL rw OR sIOE x/�mlID 1.M uRE wrmTc orcnlo+ ro c>aflvNr IMINA!£ ax Pmsmri rN,,mr. 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 ENQNEERING SPEpAL CONSDFAATONS FOR MECHANICAL EQUIPMENT AND/OR PWNBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST DE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-199S 'DESIGN RES'ONSBUTIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATON TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS, CEIUNGS, 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 TTE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEOIRE ) R E V I S D C N S RANEY COMPONENTS, LLB 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® COMPONENTS FAX: 352-429-7429 E-MAIL• TrussPlont®roneycomponents.com `�.v✓" br Horton LarYmx/sueor. Creekside Lot 27 RE90.- 4EHB Ha den-2601 "H" OL DATE 0RAM1 Bh ORAMxG MA®EA: nips -1'-0' o9-D7-2018 GLM -' - -- — i ,.., N .P F� CG j O CIT n U UJJ BJ1 G�1 r RECEIVED OCT 29;7.010 — — - -- -- _ Permitting -Department St. Lucie County 39'8' EJ7 w L A6 d A4 A3 A3 A4 A5 A8 sl B2 BJ7 HANGER SCHEDULE TRUSS BEARMG ImGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP •HUS28•. 8.-8" ELEV. AO HUS26 O THDH2D-2 4 N/A Int Brg N/A ELEV. ROOF TkU55 DES, amm Tr 20 PatT.C.LL n TRUSS � CFJTMA — - - - 40 p'f. T.CDL 7 p.af. TCDL 10 Pal B.COL 10 p.at. 6.CDL 5 p.af. TOTAL 55 FLLC TOTAL 37 pat. DURATION FACTOR 1.25 OMTION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND sw 160 M.P& 2" FOR PLUMBING IF NESSARY BIBTATG DFOSURE C FLOOR TRUSS SPACING APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 V 4-3 16 HE $N UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHGR¢AnoN FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED MTHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING MA£NND]NLL fRM01q f$INI MD/OR PENYAMNf BRAWO 6 MDT M RE�RJ- 5®In K M iRItSS OE9u[R HATE YAHYAI:lil101. to WRNS; FAmM'AIMI RRSWs FFCCDMO TRUSS MS CAUOQhD 1D SFHI PR6S90NIL MMS 1a&4tl+WO I—HO N IRIGDNO'MOOI B Al1AYE ESGtWRD N PRDIXT TN "y RI IIPRINiO iRNRNo nacnaA Nm RiOMtFNNT �AS+o wEMN wr RraEQm �'9UR10 �q0p EN545 CP�oFMY[! tlO N 4ffiC AVHIf TNiS Nif2n10DA1V3 �BD M3R EMIRIIGR HETYATIBI gfMd NO 96ATION6 IOINNS:T. 91ML BE NSTNlN A SWNOFn AVD PINS POSDGL 6 AORN WRLILT lO lD,W AN10/Oi IDTIW MNama 1NCT 9iN1 R eAA® AS 4fmID W 1# DNO®eD OEWi. 1RN329 SNNL � NM®FD WHIN w� CATS NdINO kiSL'IW TD HSVpT OANAfL (R PLfiONAI NARK NOTE IT 671E RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCRDIECT TO PROVIDE AN APPROPRIATE CONNECTION FOR 7RUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENCIfEFAPNC SPECIAL CONSIDERATIONS FOR MECHANICAL EOUIPMENT AND/OR PLUMBING (AND Tf67R CONNECIIONS)IN TRUSS SPACE YU BE DIAORAMMED BY BURDER ON APPR VIM TRUSS LAYOUT PRIOR TO FAMCA71 THIS COMPANY IS A TRUSS MANUFACNRER WOSE RESPONSMSM ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 -DESIGN RESPONSIBILITIES-, ACCORDINGLY, 1T DI9OAWS ANY f✓L'SPONSI96mES AND/OR UABLITY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF 1RUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PRDGTID WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH. -HEEL HEIGHT. OVEN OIL. CE➢INGS. ETC. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH TIBS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE 70 TIE BOUND BY THEM. SIGNED TIRE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SDP DATE IS BASED ON OUR OASGNT DEIIVERY SO®MRE ) R E V I S H 0 C N S RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 3473E ANEY OFFICE 352-429-9429 ® CO POIEN FAX 352-429-7429 E-MAIL: TrussPlMmtQTOne Dm Dnents.cMNn Horton LDT/BUMeek/'.a�Y. Crside Lot 27 4EHB Ha den-2601 "H" OL s =f-0 DA _ 7- GLM