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HomeMy WebLinkAboutTYPICAL TRUSS ENDT t 19'4 t 20'4" t t 18' t 21'8" t 03 -Vj REVIEWED ❑ REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ REJECTED / RESUBMIT 0 NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum. Approval, comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating all SCANNED quantities, dimensions, tolerances, clearances, fabrication BY processes, techniques and sequences of construction, compatibility of materials and materials coordination of their Si LUCIE COUNTY work with other trades and subconOct rs, pe rmance of work in a safe and satisfactory man era d fo om ' nce wit the Contract Do 39' 11 O T 7.� BA o IOW 8' w Olin 181, II D III Tv M L V BOIGB BJl 00 Do HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNI-SS NOTED GTHERMISE ALL HANGERS ARE LISP 'HUSH% V-8" ELEV. 'O HUS26 OB THDH26-2 © USH422 ® 8'-8' Int erg ® IV-1 7/8' ELEV. ROOF TRUSS DESQ! OETDIA T.CLL 20 P.Lf. FLOOR UMS DESIGN CITEM LCLL 40 Pat T.CDl. 7 p.sf. T.C.D.L. 10 Pat B.C.D.L. 10 P--f. B.CD.L 5 P.sf. TOTAL - 55 pat TOTAL 37 P.E.R. DURATION FACTOR 1.25 DURA71ON FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 mph 2' FOR PLUMBING IF NESSARY BUILDING EXPOSURE C BUILDING FLOOR TRUSS SPACING TYPE — 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 PPP_ %16 HE 811 0" BRG. UNLESS NOTED OTHERNSE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. 00 NOT CUT OR ALTER TRUSSES WITHOUT AUTHCRRATICN FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS CF SHIPMENT OF ANY BRCIC N ES COMPONENTS AND/OR MISSING PIEC NO BACKCHARGES WILL BE HONORED. WARNING WGENDMN. FRYNf FIECIIVI NON. NNMENT BU@IC 6 NOT IIE IiE4OF 5081tt O' 11� IM59 OF90Ffi RAZE MAMSAGwm G9 RNSS FA90CATW. PDOOH9 GEEING M—S ARE V' i1RG®ro SEER PRDEEss m SOME HEO G OECIIRI fNiAO,IG �.G O ALL,FJ t¢OIOi®ro II¢WNr TWftNHO AIo IOfHDIlO 01I31C 1; AMD HVAGHC WIT SE f&WMD O(IM Q 1,CIT N �EOIC APPw O G SEE - tU �Om 1RI595 WMIONTANI' NO OO I®OmOATOR �) IO1 MO.11 NPO3IAROL nNJ533 SMALL ff NSLWID N A SNAWn AND R100 TViOOI �mS IO SIFAIWO 6 AR1ED 013LILY ro TOP A,ONR WTICY GQOg TREY SHALL E 91Ig0 tl SPOSIro OX TI6 OIOI®® OpIX T1i133� 9WL S NNgtD SIN uNs aAHNc ElEmlaN ro PGWNT MYACE GT PAS9IM1 NAAR. NOTE IT IS THE RESPONSBIITY OF THE BINDING DESIGRR OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUS5E5 TO SUPPORTING STRUCTURE PER REACTIONS SHOW/ ON TRUSS ANGIG P,PL191BING (AND 7EI7pAC0ENEClIG)$�w TRUSS gA�IPIRl1T MUST BE DIAGRAMMED BY BURDEN ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RF�ONSBDIlMS AFiE UM D TO THOSE DFSC [BED w WTCA 1-1995'DESIGN RES'CN98U '. ACCORDINGLY. IT DISCLAIMS ANY RESI'ONSBIUIFS AND/OR LIABILITY FOR THE CONSTRUCTION DIi9GN. DMWNGS, DOCUMENTS DICLUDING THE INSTALLATION AND BRACNG OF TRUSSES MANUFACTURED BY THIS COMPANY: APPROVAL SIGNATURE YOUR SIGNATURE WLL ACKNOWLEDGE: 1) AUTHORIIATICN TO PROCEED WTH FABRICATION. 2) VETIFTCATION OF ALL DIMENSIONS AND CONCITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, HEM HECHT. ER OVHANGS. CEILINGS. ETC_ 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WTH THIS IRUSS LAYOUT. 4) 1 HAVE FFJD AND UNDERSTAND ALL NOTES AND WAFMGS ON THIS PAGE AND AGREE TO E BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DE11VMY SCHEDULE ) R E V I s I 0 O N S RANEY COMPONENTS, LLCC��1E��� 19990 Indepind9c 81W. GROVE LANU RANEY OFFICE: 352 9 ON CO POAj ENjS FAX: E-MAIL• TTvssPlGnt6_Y_Gneyeom onen s.eom� iHorton ImNHx LoC-mr. 133 Creekside 4EH8 Ha den I'D" OL OW n s=V-0 10- a_ 017 JAH