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Home My WebLink AboutTYPICAL TRUSS ENDbd bd tEi �, C— C— L r.T rn B- BJ BJ ti BJ`_ BJ" BJ1 Ad 3 REVI REVI & RES MIT REVIEW REJECTED/ ______ AS N RES ED M MIT NOT IEWE FOR Y R INFOR ION ubmitta nd gene are re al cote 'Owed 'ante or conf ith the masts With ontract deli Docume n intent is only station views, trac Do No emmea from c Atith and/ pliant rile Ch r corree with tb Ages t ieas d Contra Contra not re Docame t Sum eve the is. tr.1G M trocto antitiO is resp dimen asible ons, for coo lerance wing a , clean d correl ces, fa ling all icadon ocesse mpatibi , techn o of Materials ues nd seq ad mat Oaces iats f const ieation uct(on. v irk with other tr des aid sabc factors perfor f their nce of vi r irk in a h the afe and atisfa orya ad fill pliance t is. �. A. .-I ILI 3 w (- D D D D fU M D UlK D D W Al Al Ct D 07 D v D d M ° 24 ❑IC 24 O.C. L— W7' L-3'8'---1 nl ILV VL_L • UNLESS NOTED OTHERWSE �n..w nc..nm.. noun. rw�v�u ALL HANGERS ARE USP •HUS26•. B'-B" ELEV. ROOF MUM DESIGN CRITERIA iLODR muss DESIGN aDTEPoA LC.LL 20 p.sf. LGLL 40 Pa. LGD.L 7 p.sf. LC.D.L 10 p.sf. L. 10 P.sf. B.GD.L 5 p.sf. TOTAL 55 p.s.f. TOTAL 37 P.sf. DURAT10N FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 n p.h. 2• FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE sown 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER -2X4= M( TBP=A{`) __;01IQM C_H_O_RDS PLUMB CUT OVERHANG - ---_-- - - 12 6 I1 4-3 16• HE L 8rr BR 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/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. ' WARNING Ca1rENTa1N. FMYWG, ai611aT AIm/oR rLTE1.,uHi aIAaNC 2 NDT THE 1✓F.WON- 51➢IITY aTHE liNSS DmdElt PIAIE YANISACiDRER ai lIlU55 FA@UC Tat PFASWS ERECTING TM15Y5 ARE ClsnaEn ro SEEN PgTo IEGNmNO PRIMN TIWCE e¢cnox aTAarlc react s ALTUR RETAARm ro PPEYutr TaPRwc Arm Dauwaxc DURNc ERErnaI; AND PEAYANENT eRAaNc Tnaal NAr BE BEouRm SPEai1C 1RI1'.g5 CCMIFNTART AIm N APPIICAlrCNS SFE'BItAGNC 11RV REC➢W WDAllab' (�-BI) iIIt NRIHEA INinRYATKK EGSIlla1 MiIfE ND SIffAlNWO TRUSSES SHAM BE D6TALLFD IN A S11WaR AIm PIl1MB IS APPUa) WRLRY To TDP —/OR BDTIdI slams 1NM SN/31 � BRACED AS TEafim W THE EN-mw DmoL iMhSES SHALL BE Numllm NITH iTASaYHIE cAItE DI.aIBTC E T. N PAEY4TT DAYACE DR PLRSDNAL INAI0.Y. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING SPECIAL CONSDERATIONS 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 RESPONSIBILITIES. ACCORDINGLY. IT DISCLAIMS ANY ESPONSIBIIITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN. DRAWNGS. DOCUMENTS INCWDINC THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WTII FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS. INCLUDING WALL HEIGHTS. RDOF PITCH. HEEL HEIGHT. OVERHANGS CEIUNGS, ETC.. 3) TRUSTS WILL BE MADE IN STRICT ACCORDANCE W7H THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PACE AND AGREE TO BE BDUND BY THEM. SIGNED TILE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL MUSS SpP DATE IS BASED ON OUR CURRENT DBIVIRY SCHEDULE ) R E V s VD I0 N S RANEY COMPONENTS, LLC 19990 Independece Blvd. RANEY GROVELAND FL 34736 OFFICE: 352-429-9429 ® CO PONEN S FAX: 352-429-7429, E-MAIL: TrussPlant(droneycomponents.com MHorton LOT/B1N W Lo : 56 Creekside R V` - 4EBB 1828 Cali I'D" DA ➢RA BW DRAWING NUMBER: FIS tS 1•-On ll D5—z9-2at6 GLM 36CS00056 1 8i Irf h-1 1-r1 51' 8' .2.1 1-t-ai -- .( .. I�W CrI .I L�3 g# —�1 7' i • UNLESS NDTED OTHEIi1WSI: ALL HANGERS ARE USP 'HUS26'. B•_8.. ELEV. ROOF 1RI1SS DESICT CRITERIA T.C.LL 20 P.sf. RDOR TRUSS DESIGN CID TOLL 40 Pat 10.1- 7 p.sf. TCD.L 10 P.sf. B.CD.L 10 P.sf. B.CD.L 5 P.sf. TOTAL 55 p.sf. TOTAL 37 PaL DURATION FACTOR 1.25 DURATION FACTOR 1.00 HIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 ID.P.h. 2' FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE MOSES 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER -2X4` UAI=-TOP--ANB=$QT"d0 _ H_Q3_LLS_ PLUMB CUT OVERHANG 12 6 4 16' E3 HE L Iz 11— BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WALL BE HONORED. WARNING CONVFHTIOW. ETRAmo. D¢DnaR —/ort PTAIA , mRAaxc Is Hm THE RRSPDN- 5®UTY OF THE TRU55 DESORR. RAZE YANSACRARR. OR —SS iAOIGnK f46Ms aRErnuo TRUSSF.r ARE cwnw¢o ro zEa PRDfE59WAl AOHIx RRECNRONo DSC9O1 fAAf41D VMO1 6 AAHD RECARFD ro PIRIFHT 10PRNC AND DOOTOHG G DNAIFAELTDN; AND PERDUWENT SRAaBO IRHIW YAY INDIRRED IN SPEORC AP fASE£'BRACNG 1I0G0 TRI15g5 GORIRHMRN AND (— REFDIOFNDAl1OR' (&S-BI) FOR NRIHFR NEDRMA1gK STRNOIT ARU RIARB f991101 WERE NO SI(/1TNN0 TRUrgs SHALL BE DSTNIE9 N A IS Al— DIRLRY TO TDP AHD/OR BOTTW CHORDS. TIT' SHALL BE BRA® AS SPEBiD) ON THE FHGNEDitD DE9OL TRUSSES 9ULL m NAIIDIfD .. AURNAett CARE OUHNC m¢noN ro PR D— OR PO —A, NJIIRY. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORT STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS)IN TRUSS SPACE UST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBIUTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBIUTIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWING$ DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH 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 MTN THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PACE AND AGREE TD BE BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCEDULE ) R E V s B I 0 C N S RANEY COMPONENTS, LLC 19990 Indendece Blvd. peFL RANEY GROVELAND 34736 OFFICE: 352-429-9429 ® CO POONNEN S FAX: 352-429-7429 E-MAIL:. TrussPlant0raneycomponents.com Horton LOT/BUt W. Lo : 56 Creekside RESUDENCI 4EBB 1828 Cali I'D" DATE DRAYIR BY: DtUG NV NNYara SV1T� � 513 nts=1'—D os—z9—zota GLM