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Home My WebLink AboutTYPICAL TRUSS END1 I'11VVLI\ J\il ILV VLL I I^u� ��^^�^Y nuvn, s.nwv,,.0 • UNLESS NOTE OTHERWISE ALL HANGERS ARE LISP 'NU528'. B•-B" ELEV. DO 61 Cl) T BJ`, B J: Im. [-3 8'---1 24 ❑IC 00 24 O.C. L7 10 Q a Q m (U Q Al �0 Q Q I Al II m Q W L7 Q Q Ld 0 A W Sumittals am Ifations Qa pr co wo wo wd 1. . . -REVIDYED REVIS NOT RI `ener, 1lrr3, tractor tractor stities cesses patibili k with in a the Con �3t & RES VIEW Fri are to I .doer' oafs from co is resp dimen techn m der tr fe and S IT iswed far aace milk anal pliaace nsible ons, to ues a erials d!s as atisfact ❑ ❑ ❑ confoi Ike :e Clr CofrlC itM r ea as dd sq aof - uk er EVIEWD EI YO ga Ntrac aps t Na a tes AS N D/ RES R IN F 'tA /es Dataits cost r Mt e , f f M TIED IT MAT iate owl ct So ilve fz j still a ricatio rectio of be wade i M I III W LD u DATI �• • II IFFIFFFF7r77 �'� (� G --) ---) m (q a m ROOF TRUSS DESW CRITERIA FLOOR TRUSS DESDN MIEAIA T.C.LL 20 1 f. TC.LL 40 P.sf. TC.D.L 7 P.sf. TCD.L 10 P.sf. B.C.D.L 70 psf. B.CD.L 5 P.sf. TOTAL 37 P.sf. TOTAL 55 P.sf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 HIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MND SPEED 160 m.P.N. 2' FOR PLUMBING IF NESSARY BUILDDG EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE aosm 2'-O' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 6 r BRG UNLESS NOTED � OTHERWISE N 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 caxWYnwrt FRANwq FAEDTx1N AND/DR PERUDmrr DR - Is Hm w RFmoN- s®utt a � muss DmwER, RATE uuDFAanImR, aR muss FA®iMaTtlt vERsOxs Munaran ro P D¢cnn0 TRusRS ARE PRERAL rota r�cNDwc FRECTIXI BRACNC M4[H 6 ALNAYB D,[T ro PREVOlT TOPAC1a Dm OAR DWNgND WRING FISCIIpI; AHD PERY/wFHT f9iAOXC XNNII MAY BE REgYRD N SEE mRAD]!C 11000 mU545 CCYYFNTARY APAlG1IDX5. AND RENWMMII FNDATO 16 fill NRMOI MARWw1DN. TRUSYV SHALL fE m'0A N A STRAIGHT AID ALIm PO911aN IERl2 ND 9ffA1HN0 'U' Is APAIED aucnr m tro AND/Yt naTlaY warms, THEY slut RE sRA® As svcGRFn w mE FIIaNmim omoa musses sHAu BE NAHam rnTX RGSQIABIE aA¢ MaYD ER¢naT ro vIs\Exr DAMAa rn PFRsoxa dxlrrr. NOTE IS RESPONSIBILITY OF THE DESIGNER OR TEE A APPROPRIATE APPROPRIATE CONNECTION FOR TRUSSES ARCHITECT TO PSTRUC TO SUPPORTING .S STRUCTURE PER REACTIONS SHOWN ON TRUSS STRUCTURE ENGINMENT I(AND EN AND/OR PLUMBING THHEIAL RRCONNEATIONSCTIONS)FOR TRUSS SPACHANICAL CE �- MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPON4BNRES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBIUMES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN. DRAWNGS 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) VERIRCATION 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 $HIP DAIS IS BASED ON OVR CURRET DEDVFRY SOiEOUIE ) E V RANEY COMPONENTS, LLC 9990 Inde00nde Blvd- f5" i ^^• Horton If11VVLl\ JVI ILVVLL I Inv.a,a vv,nn�v nuvn, uw�wv,a • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP'HUS26". B'-B" ELEV. BJl B J' B J: BJ BJ: B J: In Ln � M � I`3 8'--I 24 O00 f24 ❑,CI L3 DO Q tD Q LT7 Q d' Q a LU Q Q AlAl M Q W 1� .--I Q fa W q W - - 'D _ rh CH io; i t] f SUM i iad' Asti i Revi Get i cu 41 'Woc com work work with : I EVI -ISE IS OT REV iHills eeei l tiens.' vrs, :Ca fr Actor i ities; ' sses, tibility with' o in a se a Contra RESUBIIT -_ _D w rovio `oftlif ;''Net fleets m 9e11 respo 'mensia echRiq of mat er tra and t " d for lee wit iitAori ed/ar iaece w ible fo s hole a-s,an( )als an s Iced islacte its. R Cl R O F oeforet ;the,c cliae nectio 1111e confir- feces', stills , mated elcoi eta o - . EWE JECTED R YOUR Doce wil tact I es -to! s deft aft jig an )tips Ices of c r cto , et0 AS N0 f RESUE INFORA 11 desil curttea onfracil -ot; reli iicenien correla S. fab constf action odorta itil D AIT ATION intent Is only Sum ve the s. the ing all cation ctLon. f their nce of li ce W LD _MT- _ 3 - (A: B �� ,._, Y( ) Ln � , , _-) PCI PC)M ,8® RooF TRuss Dmlr IRITDTu LTaoa muss DmIRT mDTDLA LOLL 20 p.sI. LC.LL 40 pat LC.D.L 7 Pat TCD.L 10 P.sf. B.C.D.L 10 P.sf. B.CD.L 5 P.sf. TOTAL 37 Pat TOTAL 55 P.sf. DURATION FACTOR 1.25 DURATDN FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND. SPEED 160m.p.h. 2' FOR PLUMBING -IF -NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE 07 2'-0- UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 OIIBRG. � UNLESS NOTED a .d- OTHERWISE N 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 1D DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING (DNWTTnpNAL LRAYWQ. EISGIIDN AND/mt PDLIMUNT BIunNG IS NOT — Rm'ON- SDOUtt 6 THE TRU55 DESIww, (UTE YANIA'ACILVAL mi IRII55 iA(inGlmt PERSDIIS TTECnXD 11AISSw AflE OwnL1ED ro sED1 PAOT�IIxAL ADWDE aEcuDNc D�ECDON I,I,.mXD Teaw 6 ALTIAYB RE ro PREW11i TOPPING AND DWNMNC DOlmiG D7ECRml; ANO PEAYANmfM BMmNG RDaI YAY BE REadflED N SPEtliIO AP%1CATNNS SEE 'BRACNG IICCO TfN55T5 CwYENTARY AID M.liVOIwDAMS' (BED-m) Fmt Nflmw miDlnlAINYL IR 9WL EE IN A BTRNDNT AND PILIR PDS_ ND SNEATNWO A TO Ls APwED mwEcnr ro TDP AxD/pt eorrw aTamS naY sNAu BE BRACID LL m �EORO) a THE wmrraEflan DP HAxmED O TMD OR eE Tnm RI RFAsm+AmE ws IAAmD EacnaN ro rraEWNr DAYAGE DR PERSONAL wum. NOTE ITTHE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOM TRUSS IC ENDMEERPLU SPECIAL CONSIDERATIONS FOR MECHANICAL SPACE AND/OR PLUMBING (AND CONNECTIONS) TRUSS SPACE �- B BULL MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT E PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBNTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES'. 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 WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, KEEL HEIGHT, OVERHANGS, CEILINGS, ETC.. 3) TRUSSES WILL BE MADE W 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. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E SB I r` FILE COP RANEY COMPONENTS, LLC ce Blvd. ''::f�" 3473s RANEY 9-9429 ® CO PO�NEN S 7429 3nt@raneycom[)onents.com DR -'Horton LLo : OT/&1( BOW 94 Creekside �t�'•:��i23a � fs" �;}'!`i�.p'+t� ��a it{'��3+IS �t;';:tEu�`;: CA.,�.'� ""%i f rJ?' 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