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HomeMy WebLinkAboutTYPICAL TRUSS END0 m 4BJ1 0 4C2 J 4BJ5 IB 41IJ3 ;D — I B 4BJ1 W P1 Pq vi tttVILWED O RMEWEO AS NOTED CI REVISE & RESUBMIT ❑ REJECTED / RESUBMIT NOT-REVI€W ` YOUR IWORMATION RECEIVED Submittals are reviewed for coidornlance with. design intent ! and general compliance with, the Contract t>acieeets only, Notations Ro Not Authorize 'Chaars-_to_ Cbbtract. suwm�. , OCT 22 9- ?glg — Reviews, -Commeets and/dr corrections does Rot relieve 'the Coetractor from compliance with tMe,Ceniract dacel lents'. The Permitting Department Coatroetor is responsible for conliriain= and correlating all St. Lucie county graatities, .dimensions, tolerances, clearsects"iabrication ,processes, techniques and Sequences of konstraction, r el M in - - ---- - - a -su con ratio - rm nce o Worfi in a safe and satisfacta fna� ID q -1IIIIIIIIII��i�l�l�l�lllll�_I, ■I-, LI� �IIIII- _►,�, I u■�ilr�iwsl Iltl®I�IIrII/III "'—' �11 11 11 11 11 11 11 11 _II_ _II_ 11 11 11 11 11 11 11 •' � 11 NI Elm P1 PD P7 - gotl a. jooptv �469 BJl BJ3 BJ5 3J5 3J� 3J1 HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE UN TE OTHER QS SP 10 — 2fi THD DDR-rB' M91 ® N/A ELEV. RaW Tlmss DmW aarDlA T.C.LL 20 P.sf. FLOW muss DmW mnTFlIA LCLL 40 P.sf. TCD.L 7 p.s.f. LC.D.L 10 p.sE B.C.D.L TO p.sf. B.CD.L 5 P.sf. TOTAL 55 pal. TOTAL 37 p.sf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 _IBNOS'TANOAAD - UST-MAY_BE.ADJUS _ -ec -ri1NR EEO— —T60-mom. 2`FOR-PLUMBING-Ir-NESSARY— BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE nnsrn 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 11 V HE3 16 F8" IZ — BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATIIXJ 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 CWVdMMAI MAIYXry ExECrmN Arm/W PEmIANa1T EI n a NOT mE IE- 9RDTY 0' mE MM OE9aaER. RAZE IIU&IUFAGNNER, W TRUSS EABWGTbL HRSWS a¢cmc muses ARE uro sIWRE59R1A1 amssE Iu:uanNo Lrcmlw eRA�c TeuW ISALTUY3 FEaUo:n ro RmVfNT TawlRc um Iwlmlanc wrrm+c E1✓ECIIW; Arm vDa+u— eaAauc TMIaI wr az IN sRWm ar . AN, 'auoxc �cc0 Trm mlraRr arm RECWI1Dmanas (ers-al) rW.nmmEn arararAnaH� T OE` ) sNau xa slcaTxum mussEs az Ixsraum w A smalWr Axo FwMe RTsnW. TmEAE Is AWIIID aRErnr m rav AND/W bOTTGI WamS TILT'sPxL IE IRA® As svFcnm W BE NAroun Tnm RF.lSQ1AHE CARE nMm1D EAEC11a1 m PIRXJIr OAWIW W FFASGHAL x1.IIRY. NOTE IT IS THE RESPONSIBS)TY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING SPECW. 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 RESPONSIBITIES ARE UNITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DEER. DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRAONG 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 PoLL BE MADE IN STRICT ACCORDANCE WIN 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 15 BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V I S O I C N s RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® COMPO. NENTS FAX: 352-429-7429mm ' E-MAIL: Tru-PlantHraneycomponents.com Horton 'Me/ -aside Lot 47 xEsowcE 4EHB Ha den-2601 "HI' OL OA � IRA1Ri BF. gUWNO MAmFA: n 4-0" D9 s -tD-2D1B GLM VA 0 L OD 4BJ5 4BJ3 :c RECEIVED OCT 2 2010 Permitting Department St. Lucie County L HANGER SCHEDULE TRUSS BEARING HEIGHTSCEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HUS28'. E� 8'—B" ELEV. © MSH422 O HUS48 ®N/A Int Brg ® N/A ELEV. ROW TRUSS DESNN cRnmA TOLL 20 Pat HLOR 1TNSS oesaN aD,T>a,, LOLL 40 P.s.f. LCDL 7 p.sf. T.C.D.I. 10 P.sf. B.C.DL 10 P.sf. B.C.DL 5 p.sf. TOTAL 55 P.S.I. TOTAL 37 P.sf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 1W ID STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED ^ ITU(DING EYP091RE C FLOOR TRUSS SPACING BINDING TIVE — 12'-0" UNLESS N070 APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 V 4 3 —16 HE 1' — 0" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 2e 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 WELL BE HONORED. WARNING CDN1pDWUL iTiAYdD, C✓E um/tR EFJ PPAa+D s IF TIE RfSPaI- Amz SI91TE q' TIE TRUSS LdOtFlt. TO `nfAOnG3M. lil .PUSS PA®ECATOR RR9Jx5 M D✓ECWO 1R5]LR ARE OIS1 TO Smi PR[SQ90PAL ACING PEfiAP(NG LRTCODN w-'. umc s NAND fSOtOlD ro A3Nw`H "Y ANm DO1RRwO w�aRo TRSO1mMA NAND MYmIM&M ewAmND Txa IwY Mi8 «rattan N SPfRiC APg1CM10Ni S) MA@W NOW iRRWIOEIaAP. A!m IffCOIYFNDAlIa6' (Bq-B1) Fpt FNtRER NiMNAML x0 aWTMR6 1NYSSII 9iW. � pSTALLta p A SIPNOIE ApU PNNB P09Rat 1pERO s..wrRm WaLRY ro 1t8 .W/aP SOrtal tHGL3, .IEr awl a mu® As ,� w as EMOlmaD [E9aR. .Ruses sHAU. � xumlm NIBI +— rARC WrmD ro IiSWRT DALAG MA SAL NJJRT. N OTE IT IS THE REEPONSLBMITY OF THE BUDDING DESIGNER OR ARCHnECT TO PROVIDE AN APPROPRIATE CONNECRON FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EGUIPMENT AND/OR PWMWNC (AND TImR CONNECIIDNS IN 7RU55 SPACE MUST BE DIAGRAMMED BY BUDDER ON APPR TRUSS LAYOUT PF4 Rt TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIDD111ES ARE UNITED TO THOSE DESCRIBED IN WTCA S'OESIGN ACCORDINGLY, IT DISCLAIMS ,5NA9SIBDIIES'. ANY RESPWISIBDJTIES ANO/OR UABMTY FOR THE CONSTRUCTION AHY DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF IRUSYS MANUFACTURED BY THIS COMPANY, APPROVAL SIGNATURE YOUR SIGNATORE WAL ACKNOWLEDGE' 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS ANO CONOTIONS. INCLUDING WALL HEICRS ROOF PITCH. )EEL. HEIGHT, OVWWGS, CBUNGS, ETC.. 3) TRUSSES KILL BE MADE IN STRICT ACCORDANCE WM THIS TRUSS LAYOUT. 4) 1 HAVE READ AN O UNDERSTAND ALL NOSES AND WARNINGS ON THIS PACE AND AGREE TO BE BOUND BY THEM, SIGNED TIRE DATE REOUESTEB TRUSS SHIPMENT DATE ( ACTUAL TRUSS 90P DATE IS BASM ON MR CURRENT OELVISNY SCHEDULE ) R E V S I O A N 5 RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® COMPONENJS FAX: 352-429-7429 E—MAIL TrussPlant&Fane om onents.com Horton IDT/BUI/SImOY. Creekside Lot 47 RE�ETI(}3 4EHB Ha den-2601 "H' OL DA .w BY: DRARn+c s 4-0 201 GLM