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Home My WebLink AboutTYPICAL TRUSS ENDbd bd tcl Vj W CA BJ1 BJ= N c td D BJ1A B D �3'�' BJ5 BJ3 BJl DD L� 1_ f- f 718" 59'8" - - --- - — D_ Gl D_ fU - — CD CDITl - D 00 D m D - ru - --- - R 0 R D . ,.Sub i and Not Revs Colt Cea ,qea pro coin worl war with - _ SE T R ittal eeir Hies rrs, eetor to titie sse atibf with in a he Ca - L RES !f _ afe d@ 1.coet Do 'N oerree from C is res dime ,tech ty of other afe an tract Do A MIT IlWed, ilece Auth s and plian onsibl ions, igoes terial ades satisf " ents. S. - 11 OT �CO11 .ilk, to rize , Tu- witb for co aleran; and. s_ and tot nd4vt _gory, j� REVIE REJE FOR f680C ,Coetr ranges torts a Coll fifetfe s, cl! qee als trac Ber �! REVI VEQ X D/ R _ IN 'with ct De- to- Co ogs t. a!d c raec !f ' oofd* ts, tar _ NOTEC SUB OW- it' Maents tract retie rents rrelati Ifahri estto tisvo 0408 I e__ I 'ON'. tEOC I only. um., , the: The, t all tion their' of ia_nte - -- < 4 L J D 8" Al CO D Al W MG'1 m J Ud � 7 24 ❑.0 24 ❑.C. 718„ '8" DO 0) HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HUS26'. 8'-8" ELEV. OHUS26 RDOP 1RU56 OESIM W1n6A T.C.L.L. 20 p.sf. T.C.D.L 7 p.sf. B.C.D.L 10 p.sf. TOTAL 37 P.&C DURATION FACTOR 1.26 MIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MIND SPEED160 rmph 2' FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE aTD4D 2'-0' UNLESS NOTED _AP-PROVED-TRUSS_ANCHOR_BY-BUILDER. - - - 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 HE 16 "„ 3,11� 1' — 0" BRIG. UNLESS NOTED OTHERN7SE 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 cvHW9lnaxu rRMmHC, EREcnw Are/on r+wuarANr alaaNc a xor 11S nc�w- 99Utt DG 111E mUA ECsm'01. gAIE YIJNFACnALLR 011 m156 FAsaGTa0. PDiW16 Decnxc muss ARE eulna�m ro sEEN FRertssaNAL aDM¢ nE1PADwc OScwOI IRurne wnml a M.wATs neewen ro rrmTnr lwnmc arm Dcamrowc ourmHc Er¢cna+; win I+EwIaNOrt Broom mna wr 1@ REl]URF➢ w s>Emlc AwuulmNs 'auGNc wain miss awlcNrANr arm reswuvmalmnr (am -al) Ian rlwmn aN. muss[s 9MLL BE P4TAum M A 5➢GRiII AND RDY6 P(B➢IX WHERE ND 9EA1XMa 6 AERED aMECRY ro TDP A'm/aR BDTDM mLOmS TIEY 9WL !f 9URD RFD m 1ME w4BmdD amIX 1W1� sou- ff NaHgAa 161H m• cRE IluleTc EREtnw ro rre.TMHr Oa1rAaE m PEREa6aL rHAmr. NOTE IT IS THE RESPONSBUTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. 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 RESPON9elUMES ARE UMITED TO THOSE DESCRIBED IN WTCA 1-1995'DESIGN RESPONSIBUTIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSMUTLES AND/Ci UABIUTY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR S4NATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED MYTH FABRICATION. 2) VERInCATCN OF ALL DIMENSIONS AND OONOITION3, INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEGHT, OVERHANGS, CEIUNGS, ETC_ 3) TRUSSES MILL SE MADE RT 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 SHW DAIS IS BASED ON OUR CURRENT OEUVERY s""OUIE ) R E SILANNEU i sBY I 0 C NSt Lucie s RANEY COMPONENTS, LL/C�1�/� 19990 Independece Blvd. GROVELAND FL. 34736 RANEY OFFICE: 362-42®COMPS FAX: 9-7429 E-MAII- TrussPlantGlaneycompanents.com 57 Horton wT/elK/sM®r. Creei<side Lot 69 R DENL£ 4EBB 1828 Cali I'D" LL OL -Ae aHAwn W n='° 0- Mn DGOB N F 0 O C) B W (n 7 7' 8„ 7'8» I 81, �J RECENED CT 2 9 2010 Permitting Department Gt, Lude Cot ntv HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE OTHFRMSE • UTAM�1 $NOTED ARE A _ — —� Roar 7NN55 Dma atlTaA TCLL 20 P.sf. LC.D.L 7 paf. B.C.D.L. 10 Dsf. TOTAL 37 P•af. DURATION FACTOR 1.25 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED NND SPEB1 160 M.ph 2" FOR PLUMBING IF NESSARY BUILDING DW1151RtE C FLOOR TRUSS SPACING LNG TYPE arse 2'-0" UNLESS NOTED --APPROVED-TRUSS-ANCHOR-BY-BUILDER ---- - --- - 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6/ 76 HE $a UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 247 O.C. EXCEPT AS SHOWN. - DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE N071FED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO SACKCHARGES WILL BE HONORED. WARNING lRNN91N' lAL ERITBl0. DSCDW AM19JDR PEA4MNT PAADw'D a NIR 1K H9'al- �ITr a 1K 1RV54 Tf9!lFRNAR IMIRFACIURDt. Wt lw5 PABNAC.W1Tn EYRSUlS cYEc1PN9 lmrsgc AIs au9a+m ro sTa wa1s�9RAL ADwx r¢w+D+c ETaCDOe BRAarw voaN s AVax Nacu9an ro PIaVnTr Tdwdo AND Iw®+aND NnaaD OaSBOtk AND 11:J+11NiNf NHIA�q rHa wr w RTaAraO N SPmi1C APPDGIIWS 4C'BRAOi01WGD 1RU556 d1MIQNtARr AN) KCMIANDA1wR PNs-a0 EAH FURi1FR PiaWATTI. iiilil� RIAIL Q P3MITtD N A SIRAwR .NlD IAtne Iro9w�l N�tL ND SWAIICNG s AHaNm marnr ro 11D AND/OR wool awns, oar swL s eR..on As s� a Tw w�®aD tWsaL muse sMTL III N+Tmla !AN RfA:DI1N3U[ cARz DuaHO ERD'IwA ro EYA.rFNi OwAa aT Posoxu N,uRr. NOTE R IS THE ON RESPSIBILITY OF W BUILDING DESIGNER OR ARCI4IECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGIN WG` SPEOAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT ANDIOR PLUMBING (AND TTa1R CONNECTIONS)IN TRUSS SPACE MUST BE DIAGRAMMED BY BUDDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBUTIES ARE LIMITED TO THOSE DESCRIBED IN WECA 1-1995 "DE51GN BEEPON98WIT5'. ACCOQDINGLY, IT DISCLAIMS ANY RES"SIBILM AND OR MA66ATY FOR THE CON57RUCTON DESIGN, DRAWINGS. DOCU MCLUONG THE IN^uTAL ATIWi AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SONANRE WILL ACNNOftEDLE 1) AUTHORIZATION TO PROCFID VATH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS. INCLUDING WALL HB(M" ROOF PITCH. HEEL HEIGHT, OVflBLANGS, COUNGS, M. 3) TRUSSES WALL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARMNGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHP DAZE IS BASED ON OUR OMON DBUNTAY SWEDIAL ) R E _ AN N V I S 14. 0 s St Lucie Coun RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAN FL 34736 EEEEyyyyyy OFFICE: 352-42®COMPO FAX 3-7429 E-MAIL- TmssPlatQTaneycxponents.com Horton T/&XrsmDW rreekside Lot 69 REBfIi� 4EBB 1828 Cali "D" LL OL - o-z018 GLM