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Home My WebLink AboutTrussTBJ1 BJ; W BJ` CD 39'8" 11' 28'8" of W W m w Dd w - w EJ7 A14G 7:7`2 A10 A8 A6 A4 TU A A2 0 C7 _ a AlA A3 5 \147 ru A All A13 A15 Al ClGE B1GE 14'--4'4" ,21'4' BJl BJ3 v BJ5 0 ® APPROVED O APPROVEb A —NOTED ❑ REVISE & RESUBMIT 0 REJECTED I RESUBMIT ❑ NOT REVIEWED 0 FOR YOUR INFORMATION Submittals are reviewed for conformance v4th design intent and general compliance with the Contract Documents only. Notations Do Not Authorin Chance to Contract Sum. Approval, comments and/c corredtions does rpot rtliete the Contractor from complianae with the Contract Documents. Contractor is responsible for confirming and correlatiag Wi quantities, dimensionsl, tolerances, clearances, fat'lication processes, techniques and sequenn:.c of construction, compatibility of materials and methods, owdinatio of their work with other trades and subcontractors, pe ance of Qworr7f\k in a safe and satisfactory manner and for compliance D elf ��• r A.S. DESi6�f � HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE UNUM NOTED OTHERWISE ALL HANGERS ARE USP ' US2B'. 8•-B" ELEV. ROW TRU55 DEMON OITWA FL= TIUSS DESON MN TC(L 20 pat T.CL L 40 P.Lf. T.CDL 7 W TC.D.L 10 Pat B.CDL 10 P..L a(DL 5 Pst TOTAL 55 pst TOTAL 37 Rat DURATION FACTOR 1.25 DURATION FACTOR 1.00 TIRO STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADUUSIED WIND SPEED 160 mph 2' FOR PLUMBING IF NESSARY BUIDTNG BPOAIRE C FLOOR TRUSS SPACING BUUnNG TYPE GDSD 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER M CHORDS 2X4 MINIMUM TOP AND BO;PPP PLUMB CUT OVERHANG 2 6 16 N44 E3 1 — 0 BRG. 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/OUR MISSING PIECES. ENO BACI(f2HARGES WALL BE HONORED. WARNING OGIWRIIUTAt n4Yf . FI✓ECIIM NO/ER PfNINIXf 9iAO1C 6 NDf TE RE99F- 9ILlR W Itff TINSf- W90ER, MlE HHNIIFACMLA 61 ADYGE POXW FADMJROI. GO690 IDELID.D 1NN59D AM TJUDaWD ro smt RWT:1WIAl REWOHp OmnION NHAOIC Nw a At1Ae H®IQ®ro N¢TaHT T6RN0 ANa OENIEIC aDWHc DSGIIVA NND wMNDNr N11Op N00H TUT ff RFOJI® N 9'+EWL ARTAWDN6 S£ gUlDtl �lD lE� GIWD]ItAAY AIO H6W®OA,IQNY (!l9-EI> 101 NRIMt NIeNA1KK 1B� SOUL � NSeLLDI N A SDWWt N0 N11B fWDOL MOE NO 9lA➢dC I! AERm NWLILT 10 lOP NOAA eDEIEI GIQAS 11EY 9111H1. fE BRA® As � a TK DHOA]TID ®a TIA124.] BHENL N! xNOm qN NaivAHABe GvaE DA3HW ELEeIIw ro PfETVNi DIMANc a PvuDAAL 1{EEH/. N OTE IT IS THE RESPONSIBILITY OF THE BULONG DESIGNER ON ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR HECNARCAL EQUIPMENT ALA/OIL PLUMBING (AND THEIR CONNECRONS) IN TRUSS SPACE MUST BE DIAGRAMMEDBT BUODER ON APPROVED TRUSS LAYOUT PROR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSSIUrES ARE UNITED TO THOSE DESCASED INWMA 1-IBIS'%GN RESPONSBRITIES'. ACCOIXNGLY, IT DISCLAIMS ANY RESPONSSMUTIES AND/Oft UAEUTY FOR THE CONSTRUCTION DESIGN. DRATWNGS. DOC AM NTS INCLUDING INC NSTALLA71ON AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WALL ACKNOWUM.E- 1) AUTHORIZATION TO PROCEED NTH FABRICATION. 2) VERIRCATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HSIGHT5, ROOF PITON, NEEL HEIGHT. OI OVCRHANGS GNGS ETC_ 3) TRUSSES W4L BE MADE IN STRICT ACCORDANCE V17H THIS TRUSS LAYOUT. 4) I HAVE READ AND UN DSISTAN13 ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO E BOUND BY THEM, SIGNED TIRE DATE REQUESTED TRU55 SRpMENT DATE ( ACTUAL IRMUSSS SHIP DATE IS BASED ON OUR CLRRNT DEUWC/ SCHEDULE ) E V I S I D C N S RANEY COMPONENTS, LLC 19990 Indy mdeee Blvd. .Be GROVELANFL 34736 ANEY OFFICE* 2352=P�9429e® COMPONENTS FAX: 35TT'�27 -uy E-MAIL' n6Yno Deee m\• UT I1ofton--: - -. ---.Y Lor'EQM108 Creekside 4EBB 1828 Cali "C" n —4-0 03-30- 017 1 JAH ANULK S;UHLUULL TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP •HUS: O8'—S" ELEV. I. 39' 8" L 28 8 M M M CJI (b Roof TRUSS DMWrERIA RLOCH TRIMS O . O8IERIA LC.LL 20 P.M. LC.LL 40 p.sl. T.C.DL 7 p.sl. T.C.D.L 10 D.s.l. 9.CDL 10 P.sl. T.CD.L 5 p.sl. V TOTAL 37 P.M. TOTAL 55 P.st DURATION FACTOR 1.25 DURATION FACTOR 1.00 WND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED RIND SPEED 160 m.p.D. 2" FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE O ED 2'-0" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 �// 6 HEELi6" S" "N 1' — 011 BRIG. 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 WILL BE HONORED. WARNING mAVNna.L mALe�y rnEcna rrD/a Icnurrwr TnAalc Is xor THE RTSPaN- sBMTr of Tiff muss DLvaAR, HATE uulufAcnmEx, a muss fusecnroR PwmNs 11 —rwlsss ux uunam TD sac PRorE�au..cWa Isc.RmNc Dscna aumlc TEoa H u.Tars AEDuuaD IPRLvwT rowLac uro oauaoxc wam+c D¢cnoru Am NTTau�wr muGxc naa wr r£ I3gUWfD a svcrnsc uwuTwxs s¢ TaRAmIc �mD rTusss covlmlrMNr Aw Danara" lames -a) r R muss auL eE asrAum a A smear AND fLaAle PDsna. nrtlE xD sNTATTwc U Is uvlrtn owcrnr To m NNo/a corm aaDy Txfl' swL eE eRA® AS SPEOfED a M aOxFDiFD T. oEIRIISSES GALL eE HANOLID TIED fEASOxuttE cue: ounxc uaena rD PIGMNr awAGE w fD:mxu. aAmr. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCUDTECT 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 RESPONMUTIES ARE UMITED TO THOSE DESCRIBED IN WTCA 1-1 SD5 'DESIGN RESPONSBIUTIES•. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR UMMrY FOR THE CONSTRUCTION DESIGN, DRA"NGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED PATH FABRICATION. 2) VERFTCATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS. ROOF PITCH, HEEL HEIGHT. OVERHANGS, CEILINGS, ETC.. 3) TRUSSES YELL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4)I HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SGNED TITLE DATE REWESTED MUSS SHIPMENT DATE ( ACTUAL TRUSS SDP DATE IS BASED ON MR CURRENT DEUYFRY SCHEDULE ) R E S Z a C llllN D RANEY COMPONENTS, LLC 3 0 IndependecG Blvd. ,(',,M� OVEtANB-EL.3�736 RANE =ICE: 352-429-3429"" ® COMPONE N: 352-429-7429 S_ Horton