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HomeMy WebLinkAboutTYPICAL TRUSS ENDI LI\ ILV V LL �nu.v ou..n�nu „owl, .aw ��vuu. ^' UNLESS NOTED IOIHERWISE ALL HANGERS ARE USP 'HUS28'. B,—B" ELEV. 1 — 81 CU I BJ1L I I III J o ro - BJllg CD J 11LO1 BJ5 BJ3 BJ1 6' 4'- i0'8' W Pq Pq III T 7'8' c 7 � M Fq M BJ3 BJSB ¢ Q (u Q ❑ R 0 NO Submit and g Notati Review;, Contra Contra quanti prose compa ,%eik tier. + ,.gin u; 5 SE & R REVI als are eral c ns Do, Coin tar fro- for is ies, dt ses, t ibrlity +th oth a safe Contras DATEEVI Al UBMI ED review mplian Not R tints a compli espons ens+on cnn+qu nYarzr r trail an sa Docume -3 A. �.8. _ for a wit thori dfor ice le f , toI s an Is a and sfact DE FN O, R —0 0'R 0 f opior the 'C Cha orrecti th the confir ances, sequ mate subcop mean I6 VIEWE E R Y Ace will Itntt Its to s die ontrset flog -I cle,rn pees als coo recto r I� f -rot AS NOED INFOR deli oceme Clltrn not re unn eofre es, to eons ' do p rfor r oil c P TION— inten is only t Sum eve tb ills. Tb ting a ricatio uctio of the a e ion 1 Q DO - OD Q CU Q Q ¢ A ¢ > LIN A w b' EJ7A MV1 MV2 M Fq M f 7' 8'4' 1 7'—�1 L7 r-I G-1 a BJ3D BJ5D Ld 2 I Li ROOF TRUSS DESIGN QtlM A n.orn TRUSS OmLN W1nLA TC.LL. 20 P.&L TOLL 40 pal. TCD.L 7 Pat. TCD.L 10 Ps.f. B.CD.L 10 Pat. B.C.D.L 5 P.s.f. TOTAL 37 P.-L TOTAL 55 p.s.f. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 m.p.IL 2' FOR PLUMBING IF NESSARY BUILDNG EXPOSURE C FLOOR TRUSS SPACING BIIIIDNO TYPE ansm 2--0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG tz 1 6 1 — BRIG 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 mRwHna+u mnaR4 ORErnox AHo/aR rmMAHORr muaxc s Hor THE REsvoN- s�Tr ar mE TRuss oEsaTR. Pun RUATFAcroRm, oa TRuss FAmaurwL PmswRs EAEcnNo muss ARE uunam ro snR rRaescwa Aonra REcum90 rAEcnoK owTaNc woe w ALTMn REa1Rm ro PREWTRr rorslNc am oouwowc wwxc mmnolL um Paalu+Enr BRAaHc wow MAr mt REOuaEn of sPEtale Avwunolls, sLE aeAoro wnw TRusss Ca401TARf Mn RmwmoAnoxs- (ses-e1> ono nmmw rsaRUAnox. TRussEs swE T TO TOP w A smusrt AAv RD% w M" wa>& Ho sluTlml) Is Ar4+um - THE ro TOP um/w TaTfwl woma, nBE sou m: moan As mEaEr<n ax TEE Omxw omw. muss muu BE xAxou) wm RFASaVLRE cu¢ wAm+c wmnox TO w¢vaRr ouucE ai PERSSHAL Nun. 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 D THEIR CONNECTIONS) FOR MECHANICAL EWIPMENT AND/OR B DIAGRAM (AND THEIR CONNECTIONS) W MUSS TRUS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR l0 FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO TH. DESCRIBED IN W. 1-1996 'DESIGN RESPONSTBIUTIEB'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDINS 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 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 SHP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V s B I C 0 N n . RANEY COMPONENTS, LLC ice Blvd. ,r^^�, ,��F� RAJ NEY� 6l 94� CO >POhti1 NEN�S 7ont@rran evcomaanen ts.Gom on B B ♦ 'D cI- a CO LD td BJ1L ITT O � W r L01 r fU BJ1L —V r N G�3 wL � r L BJ1 4 L 7, I w O7 tz L L L- e., r n l 7, 1 -P y U) D 00 r D ON D LA a ,A v CO �D D Q) v d A D 00 t1 V D N Al D ro AlA MV2 MV1 fT1 V EJ7A < ru TTT C.- t7 BJ5B BJ3 v 11 11 .11 F--1 F I I F---L- -NIN �Lor q N q III II 11 II II II II II II II II II II II II II II II II II II II II H b a N G� w L- cc- w � Cv�q I 50,8" I 7, I 1 81 I 57R8" ICI 1 66,4" 1 HANGER SCHEDULE TRUSS SEARING HEIGHT SCHEDULE • UWESS NOTED OTERVASE Al HANGERS ARE USP 'HUS28•. 8'-8" ELEV. ROff muss omw wTB4A T.CLL 20 F10. neat TRvss ®w wnRu DCLL 40 1.&f. T.GDL 7 pal. T.CDL 10 pat B.CDL 10 Pat BCDL 5 P.sf. TOTAL 55 P..t TOTAL 37 P•sf. DURATION FACTOR 1.25 DURATION FACTOR 1.DO WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SIM 160 mph. 2" FOR PLUMBING IF NESSARY BINDING DIPOSUAE C FLOOR TRUSS SPACING MOMC TIFE a� 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 3 16 H 8" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. E%CEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZA71ON 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 wev+Iloul. FRAW40. 11sCroN M /QR EEwMNNT a Q a Nm THE RIsaR- 9Alrc V T E TINS GrSaRER. RATE —ACPM ax muss FA9dGM rtRsoas EffcmiG T—ES a S uuNam m GEEI( � .Qua IECA®oxi wai a NAutn acwvn mseow aRAa+B ro wsvRr TTNxO AND ImMNawc wcam LRLcnort Arm I4IUTAIIDR BRrNm aHw MAr � IimlmfQ a snrnc APWCATi46 se 'BRACT+9 ♦aw TRUSSES aARaNTARr Atm ICLaBpmA1W6 (BC¢Bt)1m FtAtOER HREdbATPL musas wAu. a WSTAtu9 w A smnoRr Arm nlAm PONmN. rHD¢ ND MrATIOm 6 APRID fORAiLY ro roP AN9AR eDTTOr oloRm. 1NLY 91ML � BRA® AB `� w 1XC F/iO®ED tit' Grl mU596 91t1L � IINIDIm) MN RFASORA9E aRs WREm D3CTUR m liu\9RT OrMA¢ w wsaRu EiWY. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNEOMON FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTONS SHOWN ON TRUSS ENGINEERING. SPMAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT ANO OR PWM9NG (AND TAR CONNECTIONS) IN TRUSS SPACE MU BE DIAGRAMMED BY BUDDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACN(ER WHOSE RESPONTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN R EVIWS LnIW. ACCORDINGLY, R D190.NM9 ANY RESPCNSIBE.RIES AND ON UABDITY FOR THE CONSTRUCTION DESCN, DRAWINGS, INCLUDING THE DWALLA71 AND BRACING OF TRUSSES MANUFACNRED BY IRIS COMPANY. APPROVAL SIGNATURE • YOUR SIGNATURE WILL ACKNOAtID(L i) A0IHORIZATION TO PROLFm WTIH FABRICATION 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS. INCLUDING WALL HEIGHTS, ROOF MOIL HEEL HEIGHT. OVQRHANDs, CELNM ET - TRUSSES WILL BE MADE IN STRICT ACCORDANCE Y47H THIS TRUSS LAYOUT. 4) I 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 SHIP DATE IS BASED IN! OUR CURRENT DTLVQRY SCHEDULE ) R E v 1 s I 0 O Ns RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL" 34738 AR EN OFFICE ® COljPONENjS FAX; 352-429-7429 E-MAIL• TTvssPlOnt®YQne RBRts. Ur Ho 7or-�4 Creekside 4EAB Aria 1672 "D" LL OL .N s. f-0 5-17- 1 131-41