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Home My WebLink AboutTYPICAL TRUSS ENDI 8, I 51,8u I c td W td �j w CA BJ1 BJ3 4v, Cam T BJ5 BY St Lu ff3 0 1111*1 V" EVIEWE O R EWED NOTE 0: EVISE& ESUBM 0 R ECTED/ ESUBM ❑ OT REVI WED 0'FO YOUR I FORMA ON Sub ittals a e reyie d for onform ce with design tent and general otnplia a wit the Co tract D uments niy Not tions -Not thori Changes to atract um Nov w-.s, Co iments d/or oirectioils does t refieve the Cam ractor fr m comp) nee th the C ntract D uments Tne Co rector i respon ble to, coNfifn ing and orrelaturg al. ap- titits, imensio s, tol ances, learanc s, fabn t1Dn prol esses, tecbniqi es arif segue ices of onstru tlon I compatibility of mate ials ai J materi Is coordi ation o to_'I will c with o her trod s and subcoat rf rma a of wor in a sa a and isfaet Minn and or om ime witt the Conlr t Documil its. WE V A.8 - - 1� I c� c� M 8n ti M L v ]� D D bd I� - D w N 7> -A W D (i D (il M 00 M 7 D D 00 C1 BJ5 OD BJ3 24 ❑IC ° 24 ❑ICI BJ1 IT G�1 td W W I- w ul 59'8" _I r-1 I IIIIYVLI\ JVI ILV VLL �nv+.vw...... •------- • UNLESS NOTED OTHERMSE ALL HANGERS ARE USP 'HUS26•. 5'-8n ELEV. ROOF TRUSS DESIGN CRITERIA FIDOR 1RU4 DESIDI OETDEA L(ILL 20 p.sL T.C.L.I. 40 Pat. LGD.L 7 p.st. LGD.L 10 P. B.GD.L 10 P•sf. B.GD.L 5 p.EL TOTAL 55 p.sf. TOTAL 37 P•sf. DURAT10N FACTOR 1.25 DURATION FACTOR 1.00 WND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 16D mp.h. 2' FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLODR TRUSS SPACING BUILDING TYPE a�D 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOA- PLUMB CUT OVERHANG 6 1 4-3 16' HEEL 8., 1' 0" — BRG. UNLESS NOT 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/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING DDNWNT,IIAMEKL EREC1Kk1 AHDPDD,AIhTIT EEIAONO IS NDT THE RFSPW- 5®U1Y Di ME TRUSS ESIGNER RAZEI E NAM.iACMRR DR TRU55 fA9EG1Pt Pai5R14 OF W D ERECRNc TRUSSF99 ARE uTOEK SEPRO,L•90NAL ADNDE RECARDND IS & EREDIWN IMEOE 6 ALWAYS RENT ro PREWNT 10P MAYRE DOIWUNC WRNC FIECnDS AND RRMANENT BRADND nHlal MAY BE REDURED w sPEaEx APwuncxs sEE'RRwxD nOoD 1Rusas cwlmrtARr AEID RECCYYFNDADOEi' (9C51-RI) ,IIRIHFR DRIYNATIIXL 1RI155E5 SHAH DN SIRMOR AN) RUT® PC9110M. 1EQRE NO 9ffAlHND IN A ISAR1FD DIRFLRY . vOi, AD 90T1d1 OpROS nE sHIl1 nE EEU1® DRE SKN. 1RTISSFS SIWt aE WAL w11 IIRN THE AS SPFllRm W DI@lB)iED Degm REAspIAERE CATS DI1(END ERECTIW ro PREVETIT DAYALE OR rER9 IA6 AIIEY. NOTE IT IS THE RESPONSIBIUTY 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 RESPONSIBILITIES ARE UNITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBIUTIEY. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROCEED NTH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS. INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT. OVERHANGS CEILINGS ETC. 3) TRUSSES WILL 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 TITS DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY S ULE ) R E V I B s I 0 c N S RANEY COMPONENTS, LLC 19990 Independece Blvd. SRANEYN GROVELAND FL 34736 OFFICE: 352-429-9429 ® COMPONENTS FAX: 352-429-7429 E—MAIL• hTIssPIcntWaneycomponentS.COM Horton LOT/9U( SUBDY. Lo : 68 Creekside RFS,O. - 4EBB 1828 Cali "C" 5[AL� •DATE DWYN BW pgpMNG NUYLiFR nts=1'-0 os-ll-zola GLM 51' 8 ° JH c c- �j BJ1 BJ3 q Y F F �BJS c� m I—J a 07 0� M M � � _D D ro D Al D w - fU a CO (U � D A W D Ib CA (U Id � w w 00 f'l D v D co L1 BJ5 GO BJ3 ° 24 ❑rC 24 ❑,C, BJl FF tU w w G� c- L c- cn L—W7 NNGER SCHEDULE I TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED GINERYRSE u HANGERS ARE USP 'HUS, . 8'-8" ELEV. ROW TRUSS DESIGN OME0 MDR TRUSS DE9QR tlaTFMA TCLL 20 P•0.. TC.LL 40 p.s.0 T.C.D.L. 7 µSt TCDL 10 µLL B.CDL 10 P.J. 6CAL 5 P.e.f. TOTAL 37 P.M. TOTAL 55 Pat DURATION FACTOR 1.25 DURATION FAM 1.00 NO STANDARD ASCE 7-10 FLOOR TRUSS MAY BE AD" ND SIM) 160 m.µ L 2' FOR PLUMBING IF NE UNG ID(P051IRE C FLOOR TRUSS SPACINi RDING WE _ 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER :X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 6 ' / J'f — 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 HIS OFFICE MUST BE NOTIFIED YATHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING ANYERam•L ERANmRc. E—M LAX M PETa.r>fNr M T a NOT WA R�aY- aanr DENT TWA4 DESISIWOC PLATE wNw•cnrRDL oR TRus r•MArA1oA wRsar s Isa.TNa TRusas Ara cAunONED ro s•r rxaEsswa AOWa 1acYa+c TSL'IIDN A 0 m•taosml s AVMn REmraO ro PItEITNT Tro A•RED w.m+Lwa NAmcnerA rm RaTarAr>sr+r RwAmaa wea MAY m lama® 9 sErmc APNNATnH4 s¢ �eR•oNa Yam muss6 RaRORTRr•Rr •m RCOIRimAnONY GR9-9Q iCQ NRllm: MmYAilm. RUSS6 9WL BF: NSTADN N A SOWGIr AND HINB PmImN MOA NO SIWtI@RD 3 •PRm DG9YTLY TD lm •A0/aR DanGl alMmy iNLY SHaL � BRA® s 5� a T7¢ wmDDE� Lcvm. muss sxYL Dc NAI01m �enl aASG+ALN>< rua mlauo ERanm ro waWRRr oAMAx m PWSaRN NAmr. NOTE r 1s THE REsF msmDM OF THE BUILDING DESIGNER OR RCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES 0 SUPPORTNG STRUCTURE PER REACTIONS SHOWN ON TRUSS NGNEEMO. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT ND/Qt PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE LUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. HIS COMPANY IS A TRUSS MANUFACTURER WHOSE ESPONSMnIRES ARE LIMITED TO THOSE DESCRIBED IN WTCA —1995'DESIGN RESPONSDIBITIES% ACCORDINGLY, IT DISCLAIMS NY RESPONS®IUTIES AND/OR LIABILITY FOR THE CONSTRUCTION CSIGN. DRAWINGS, DOCUMENTS INCLUDING THE RSTAIUTION AND (RACING OF TRUSSES MANUFACTURED BY THIS COMPANY. YOUR SIGNATURE WILL ACKNOY&EDGE 1) AIfIHORZATION TG PROCEED WAIN FABRICA,toN. 2) VTRISCAHON OF AL. DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHF ROW PITCH. NETT MIGHT. OVERHANGS, CmNGS, EEG. 3) TRUSSES VD.L BE MADE W STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE BEAD 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 SIB DALE IS BASED ON OUR CURRENT OELYDtY SCHEDULE ) 1 C + a . RANEY COMPONENTS, LLCC ndependece Blvd. "�"' AR NEY AND FL 34736 N 352-429-9429 ® COMPO_ NEN75 i2-429-7429 TrussPlaTlt�aneycomponents.com Horton kside