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Home My WebLink AboutTYPICAL TRUSS ENDBJ1 BJ: BJD. �BJ BJ B- 59'8" �-71 M Ln P� M pq 24 ❑,CIJ CD 24 0. C., w pq L3 CI ! Q o Go Q 10 Q 1 Q CU Q Al Q Q Q Ln Q � Q Q Q Q W 8" 1' W L7 U R R 0 N Submi and g Notati Appro Contra IEWE ISE & REVI als are ea' s Do , co for fro ESUB WED revi mplian of A nts compli IT L for with horize d/or co ice REVIE REJE FOR Y a Con hange ections the Co ED A ED / DUR IN with act D to C does n act Do NOTE ESUB ORMA esign ments ntract t reliev men IT ION tent nly. um. the The 3 1 n rre a 101er s, c arance ,Tabricon \L Lv LAM Pq pq pq 8 COUNTY compatibility of materials and materials coordination of eir work with other trades and subcontractors rfo c'e of work in a safe and satisfactory manner and for ful pliance 51 ' 8" with the Contract Documents 59'8" Mill DATE _ P 4VIEWEDBY 00 _I 0) HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE UNLESS NOTED OTHERWISE ALL• HANGERS ARE USP ' WS2B'. 8'-8" ELEV. ROOF RAU55 DESON QLDRIA LCLL 20 PEf. ILOCR TRUSS DESIGN CRT00A MCI. 40 P•1f. T.CDL 7 Pit T.C.D.L. 10 p..E B.CBL 10 P.af, B.CO.L 5 p.af. TOTAL 55 p.nt TOTAL 37 Psf. DURATION FACTOR 1.25 DIRATONN FACTOR 1.00 W0 STANDA91 ASCE 7-10 FLOOR DJ TRUSS MAY BE AUSTED WBD SIM 160 m4 h 2' FOR PLUMBING IF NESSARY BUWNG EIPOSURE C FLOOR TRUSS SPACING BIJ%M TYPE — V—O' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BA PLUMB CUT OVERHANG 6 16 H4 E3 0' BRG UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. 00 NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BRCREN COMPONENTS AND/OR MISSING PIECES. NO BACXCHARfHES WILL BE HONORED. WARNING NO/DR RTSWf 6 NKr Ti! RS'OF OI,OKOF TH TRVW1 C-M lO W TR Q IME 1RU5 RATE YANFAtm1311� OI TARS FA9NSUOR. N6OO EN —IG iRR1! ARE GWmRtD ro SO,N RR6E9 MOW- IT.N✓Qel 0—. o O¢CtN Ni/@iC �I o AVAn Pum TO PRLL9NT 16RLHA'U RE DoaaHc aLmc ENELL01: A'O RmIA'K,li RiAWC �1 YAY a R9OWD N ROS IiM 1106 4£ �IViO'D �OtD lAlsgS Ob6NPM YC IR1fNDOAIRd' (9Lg01) M RWIIG rIOtlMWI. iRll�SS 9L4L ff r6TAME0 N A SWMCK AR0 RUUL P®TOOL �WRD MK 9EAlIBIG R AERiD mE1TRT ro IO A'OMbR eorla KRaals 11EI 9WL ff IAI SD As vED,©a TK OROmRO ®vL TIN54S sLWL E NAHOIID ,rnH laievuBE ev€ aAeNa EIEeSIN ro R£ARNr [LWAQ m P,RsaH,L rum. N OTE IT IS THE RESPONSBIUTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOW ON TRUSS H1RUSS ANICAL EQUIPMENT AND/ENGINEERING. RLYEIIN (AND THEIR DSIDERAONNECTITIONS DNSI IN MUST BE OIAGRAI MED Br BUILDER ON APPROVED TRUSS LAYOUT PMOR TO FABRCADON. THIS COMPANY 15 A TRUSS MANUFACTURER WHOSE REEPCNSIBUTIES ARE UNITED TO THOSE DESCISED IN WTCA 1-1595'DESC H RESPONSEl TES'. ACCORDINGLY. IT OSC.AIMS UABLU FOR THE CONSTRUCTOR RESPONWINGS. DESANY DRAWINGS. TRUS, S MJNUFA URED BY THE INSTALLATION ON AND DOCUMENTS BRACING BRACNG OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED NTH FAEiICATON, 2) VERFICATON OF ALL mMERSIONS AND CODITOR4. INCLUDING WALL HEIGIM ROOF PITCH. KEEL HEIGHT. OVERHANGS, CERY/GSS, ETC.. 5) TRIS5ES WILL BE MADE IN STWCr ACCORDANCE NTH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PACE AND AGREE 10 BE BOUND BY THEM. SIGNED TITLE DATE REOTESTEO TRUSS SHIPMENT DATE ACTUAL TITSS SH P DATE 15 BASED ON OUR CPIRTRT DELIVERY SCHEDULE ) R E V I S 0I c N S RANEY COMPONENTS, JPN�NE�Y �7CO OE_FMen NE 4 • r^ eJontQFywa)cLoLmpConmttS.DKIn iHorton =W131 Creekside 4EE3E3 1828 Cali "C" rl s -4-0 DB-02-2017 1 GLM 0