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HomeMy WebLinkAboutTYPICAL TRUSS ENDE OU CO L 20'4" 19'4" 1L1 21,8R, 18' L DO 1 REVIEWED F T' -YiEI/1/FDAS NOTED REVISE & RESUBMIT , REJECTED / RESUBMIT 0 NOT REVIEWED CJ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general'compliance a ith the Contract Documents only.Liz Notations Do Not Authorize Changes to Contract Sum. Approval, comments andior corrections does not relieve the Contractor from compliance %Moth the Contract Documents. The Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication Processes, techniques and sequences of construction, compatibility of materials and materials coordination of their work with other trades and subcontractors, performance of work in a sa and satisfactoy manner and f full ompliance with the T o men.s �-• c-T� DEC 2 7 201? PEW.4l7TlfgG St. Lucie CoL3Mty, FL 7m M W Ri C 1 DO Ih GO Q BJl BJ B-1 a, ^ In Q M A01 a0 0 0 Q 0 ¢ 0 o Q N I ^ W LL, V5 V4 IN V3 V2 V1 B02 BO1 K BJ1 Pq W -7) EJ2 B01GB I 21'8 SCpAN ,D Oy Luej r a6ut4ty 311 3J3 3J5 File C®Py HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERNSE All HANGERS ARE USP 'HUS26% 8'-8' ELEV. O HUS26 @ 1HOH26-2 ©®8'-15' MSH4u Ent Brg IV-1 7/8' El". ROOF TRIM G M GdRRA RDw TRUSS I m CRITIC- LCLL 20 P.Lf. LCLL 40 Psf. LCDL 7 p.Sf. LCDL 10 P.af. B.C.D.L. 10 PSf. B.C.D.L. 5 P�f. TOTAL 55 p.sf. TOTAL 37 PILL OIIIiATION FACTOR 1.25 DLRATIQ( FACTOR 1.00 M01D STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIN SPED 160 71L 2' FOR PLUMBING IF NESSARY SLUNG DFOSURE C FLOOR TRUSS SPACING BMNG TYPEa� 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6t/ 16 HE 8., 0" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING 15 247 O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORRATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACK04ARGES WILL BE HONORED. WARNING L1I1\ENRwIi M— I=flON 00/01 PnOWQR TNA010 IS NOT M IE f!F SSIDY R TIE TRIM 0E90[A ILTTE SANG—Sk . TRUSS FA9da-TIX PDYAS Bmam01PUSS9 ARE G YARN D ro ..a 14PA1✓ 0 13EtaQ1 9UaK RIOT ALW-1S 1£aIITfD ro PtETdT 11X'RNG AND aO�IONC BURND 0— t AND fflN/.I@1F SIbNC TI001 WT BE RwERID N Sf£Oi1G M9UGXwS SE Eft-miG 1100J 1MIsg5 WMNDNT AND RS1Aa@GRAU. DE a1�eT) MRDI 1RI1155F9 SNNL t6bNlm AD-UDRL IN N A SNMWT AND S. f9AOIX ODE Na 9GI1K10 OT Is AgiAD amcnr ro lip ATaA'N avow NNaUA TIE/ sTAu � BIIATXO b S S TIE dC 4 O TTaA sW1 NN4a1 TIM IFA9lNARE fNiE OARNO FIECRKN ro EIETETNT DM1.1tE TA RRSDUL NJRI. NOTE R IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO S)PPONDNG STRUCTURE PER REACTIONS SHOM ON TRUSS ENGINEERING. NGI OAR INC. SPECIALSIERATIOS FOR MECHANICAL G (AND CONSIDERATIONSANA �A MKT MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT RGOR TO FABRICATION TF11S COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LULLED TD TINOSE DESCURED IN WTCA 1-1995 'DESIGN RESPONSBIUMES. ACCOFDING.Y, R DISCLAIMS ANY RESPON9SUTE5 AND/OT LIABILITY FOR THE CONSTRUCTION DESIGN. DTUWINGS. DOOUMENTS INCLUDING THE INSTALLATION AND BRAGNG OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SGNATURE WILL ACKNOWLEDGE 1) AUTHaR)7ATION TO PROCEED WTH FABRICATION. 2) VFTRIFTCATION OF ALL DIMENSONS AND CONDITIONS. INCLUDING WALL HEIGHTS ROOF RICH, HEEL HEIGHT. OVERHANGS. CEILINGS. ETC. 3) TRUSSES VEL 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 TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS 91P DATE IS BASm ON OUR CURRENT DENVTRY SMMDUTE ) R E V I s I D C N S An RANEY COMPONENTS, LLC 19990 Indspendece Blvd. GROVELAND FL 34736 RANE OFFICE 352-429-9429 ® CO PONEN S FAX: 352-429-7429 $7.0 E-MAIL;- TmasPlant0raneycompanents.Gom T57 Horton =W6 Creekside 4EHB Hayden "D" OL OW n s -4-0 0 7- 017 7 ' -1