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HomeMy WebLinkAboutTYPICAL TRUSS END41 :D 41 4 0 L_ BJ BJ BJ BJ; �J' BJ G� 3CANNED By h_"CIF Ed tel L L L alill�l�l�lll�I�I�I�I�I�I�I�I�I�I�I�I�I�II�' ,I•,11 I . 11 11 I' MINE! III '1—� • `Tw. H II 1- 1--' ll ,� i i 1 I t 1 1 1 '1 • 11 �_♦_�._'_ � • �---SLR:— �---_-,—�_�_-;. �__� ®FA • 11 I 11 •, •�•5,.�■.■ •_ - 11,E 3JL IJ3 IJ5 J5 J3 J1 L_ L L i Ul W .- FILE COPY IfIIVVLI\ JVI ILVVLL .n••.0 vu•nn•, •u�+•nwvLL • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP •HUS26•, B,_B, ELEV. OA HUS26 © 1HDH28-2 OC MSH4I2 O HU546 ® N/A Int Brg ®NSA ELEV. ROOF TRUSS DESIGN ODTERIA RAOR TRUSS DESCH CRITERIA LOLL 20 P•.E T.C.LL 40 p.af. LCD.L 7 p.aL LC.D.L 10 P.af. B.CD.L 10 p.af. B.CD.L 5 mf. TOTAL 37 P•aL TOTAL 55 P.af, DURATION FACTOR 1.25 DURATION FACTOR 1.00 WND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED YAND SPEED 160 m.p.N. 2• FOR PLUMBING IF NESSARY BUILDING DpMRE C FLOOR TRUSS SPACING BUILDING TYPE amEn 2'-0• UNLESS NOTED APPROVED TRUSSIANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 0" 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 WALL BE HONORED. WARNING CpAT]GpNA1 RULING EYEC . AND/OR PDDIMIDHT WU . 6 NDT THE RFSPW- I BUTY fF ME TR DERGNM PLATE YA 1-TURM OR TRUSS ABRIG — PEILSRIS ERECINC 1RUS56 AIE CAUTIQED TD S PRCfE9SONAL ADWCE REG ,G FRECIIW ORAONG TMLN f5 ALWAYS REwm TO PREVENT 10PNNC MID �- DUWpXG DINMc ERFCIIIN; NO PWIANFNT BRACNG IWDW YAY BE REQRRED N 92CD1C APPTTUWDNa SEE •fiRADXO VWD 1RUSEES CWYEMARY AIO REWIIIGNDARDNY (Bq-Bf) FAt nADEA NRINIITNML TRUSSES SHML NSTAUJD N A SIRMOIT AND PLULO PoSNDH. IRERE NO SNFARDNG R G• ` pREDTLY 7p 1W AHD/DR W1TDY CHDRpa THEY 9W1 BE WIA® AS SPE�IED aN THE DIG TO Olt DF1RUaSES 9ULL BE RVd11ED INIH EEASDNAHAE CARE WWNG FFErnfN N PREVIITT DATUGE DR PO6DNN. INJURY. 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 CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (ANO 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 LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES•. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR UABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGM 1) AUTHORIZATION 70 PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS CEIUNGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE VAIN 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 j ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E ZL V H g s I C D s D RANEY i0mg n r.i is__ LLC :B Blvd. 4736 R'r ANE, —1429 ® COMPONE kside �■4EHB Haydenr-2601 "H" OL ■ncts=l•-D•I"Al ,,. en.o lorl AAr TnDM^MNG,!^UY'HIQt, 39'B' J ITULK JIUHLUULI TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP'HUS28'. V—B• ELEV. ( MS26 OB THDH26-2 © USH422 © MUS48 ® N/A Int Brg ® N/A ELEV. TRUSS DESIGN CWIMA FNCR Ti61S5 DEsOm aa1wA T.CLL 20 P.M. TOLL 40 pat T.C.D.L. 7 p.sf. TC.DL 10 pall. BC.DL 10 p.sf. BC.DL 5 Pat TOTAL 37 P.&C TOTAL 55 P.af. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADUUSTED IRDff WID SFFED 160 m.p , 2' FOR PLUMBING IF NESSARY BIJIMG DFOSIAE C FLOOR TRUSS SPACING DING TWE R,>sm 2' 0' UNLESS NOM APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 — 0" 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/CR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING C011IXFPIAL ETAU014 B�}11tN Atm/gi PWINANT iPAW9 R MbT LIE R9�ON- 96IM O lIC 1RYS5 Ol9WFR, f+41E YNAPACl10✓01, � TRUSS FAHECAIW. PO.5015 cal:RNc TRtIa45 ARE wma®ro � �au� wws L¢cumFc aTnDON eRAmm .wal R Awn AND PDDImion FMIDI WMAY I mro MR1fl1T YNAlm nniRv(NO D113W laacmllt NiNf BRAOND NRIN, N SR®iC AP[VG)pY1S 4E'0i lum •1100 CPOQRNiI An RFLRAIOmADpB' �C9-61) RN OEA N'awAtlWAImN. Is APPU NMU. NSTAMED N A AIR Orr ANC PDA9 P09mL ALOE NO 94Allmm A APFIE➢ tlw 1D TIP A1m/DI WTIOI 016mA lIT' 9WL B �IA(H, AS SfEDTf® OI Ei[ N .se f.Nb: nIN10 OiCRd/ TD A8141r OAWQ CR PF16bP1 E4MRY. N OTE 1T IS TN@ RESPONSIBUTY OF THE BUDDING DESIGER OR AR SUPp TO PROVIDE AN APPROPPoAIE CONNECTION FOR TRUSSES TO SUPPORTNG STRUCTURE PER RE>CBONS SHOWN ON TRUSS ENOmE7RNG SPf:'OAL CONSiDL72A71ON5 i0R MECHANICAL EQUIPMENT AND/OR PLUMBING (AND 7lEIR LONNEC)IWSJJ IN TRUSS SPAM MUST BE DIAGRAMMED BY BUBDETt ON APPROVED TRUSS LAYOUT PRIOR TO FABRICAMON. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESFONSRUIE5 ARE uMrTED TO THOSE DESGOBED IN WECA 1-1995'DESIGN AESP0119BDIiES'. ACCCiONO.Y, IT DISWWS ANY RESPCNSHILMES AND/OR "AM" POt 11E CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS MOLVDINO 7HE RNSTALLA71. AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. YOUR SIGNATURE WILL ACONOWIEDOE 1) AUTHORIZA71ON TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL KID". OVERHANGS. CEDINGS, EEC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON 7HIS PAGE AND AGREE TO BE BOUND BY THEN. SIGNED TITLE DATE REGLAMED TRUSS SHIPMENT DATE ACTUAL TRUSS SHIP DATE IS BASED ON ON CIANENT ONLMY SO®OE ) (, n RANEY COMPONENTS, ® COMP S nponents.com -+� Horton LOT: /o ureeKsiae RL�DIQ` dppp 4-InTMrion_091"ll "u" nI