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HomeMy WebLinkAboutTruss1/411 = 1'-011 b L A I I I N t 7-- Lt-V-A-1 I0N5 16'-0114,T.©. WALL d CLG. RIGHTS A.F.F. OF MAIN HOUSE <$> - LEFT SIDE OF T[WSS I� MA I go] RM BUILDING COMPONENTS SIMPSON Strom -Tie TRUSSES@RMBCLLC.COM DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO _;TRUSSES SIMPSON ;HANGERS ',REIGN' CITY TYPE CARRYING MEMBER CARRIED MEMBER DATE IPTION LUS24 4-10d 2-1Od HUS26 14-16d 6-1`6d HGUS26 20-16d 8-16d HHUS26-2 14-16d 6-16d HGUS26-2 20-16d 8-16d HUS28 22-16d 8-16d HHUS28-2 22-16d, 8-16d HGUS28-2 36-16d 10-16d THA422 22-16d 6-16d THAC422i 22-16d 6-16d. LUS410 8-16d 6-16d RE tEl HUS46 4-16d 4-16d HUS48 6-16d 6-16d LTHJA26 20 , &Qd" "AC -'40d x / . oAttach hangers to 1-ply girders w/ 1 1/2' 1Od nails. *Attach hangers to 2-ply girders 0 �.pl G , w/ 16d nails. TIC 20 PSF oTruss manufacturer supplies hangers -Li TIC DE '1— NSF " for truss to truss connections. *All hangers connecting trusses to Q BC DL 10 PSF buildingstructure are determined b y Died U F G LL T PICAL 10 PSF TT -W C1 STORAGE . building deli ner and su by builder. I BC ILL AS NOTED 20' PSF " '� �T �T %� AR G WARNING A I1 ATTIC.L�Y ht STaRAGE BC LL A NOTED 4Q PSF ; tl 0 1 V V ATTIC LIVING SPACE Do not lift single trusses with spans greater than 30' DURATION by the peak. Do not attach cables, chains or hooks DEFL, TOTAL L/ to the web members. Refer to BCSI 1-03 Summary MP_ IG Sheet provided for proper handling, installing and IND �PKD 160 _ bracing methods. 017 FLORIDA BUILDINO CODE " ATTENTION FRAMERS/CONTRACTOR ASCE 7-10, CAT, II, Enrtosecl Trusses are not to be cut or altered for any reason. EXPOSURE C If there is a problem, you must follow the procedures listed below: MEAN HEIGHT 20'-0" " (1) Notify RMBC immediately. TIC ILL X PSF (2) Secure proper Engr rgr'd for any repair. TIC DL -- XX PSF RM BUILBING COMPONENTS will not honor any backcharges Ii unless authorized by a RMBC Representative. BC DL XX PSF oRoof trusses are not designed for additionalattic 8 TOTAL L0411 PSIT i storage loads, unless noted otherwise. 8 DURATION 1 0 oAttic frame trusses noted as storage/mechanical DEFL,TOTA! L BG0 ' rooms are designed with additional 30 PSF BC LL. *Attic frame trusses noted as attic living space are designed with additional 40 PSF BC LL [SHEET 1 C h *MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE THEY ARE SET. LAYOUT ,ECH: Ri oWARNING! Inadequate size and/or fastening of bracing :ENGR TECH: RM material is a major cause or erection domnoing. IFILENAMEItz4;dwg *Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. *For proper installation of truss to truss connections, refer to hanger installation guide for attachment purposes. eThis truss placement diagram is for the use of the, fabricator, general contractor, and truss erection contractor. It is not intended to be a substitute for if < a framing plan, which is the responsibility of the architect or engineer of record to provide. °Trusses are designed in accordance with the Cl— ANSI/TPI 1-2014 National Design Standard for metal plate connected wood truss construction. Refer to BCSI 1-03 Summary Sheet for bracing & truss design dwgs for additional permanent bracing. p —J oFIELD BRACING is not the responsibility of the truss I LL fabricator, truss designer, nor plate manufacturer. L oPersons erecting trusses are cautioned to seek m a) professional advice regarding erection bracing which, II is always required to prevent toppling and dominoing: I cll oft is the responsibility of the builder to provide adequate access roads into and through the site U - v7 for the safe delivery of trusses. oWARNING! The consequences of improper handling, Q C7 L- LL erecting, and bracing may be collapse of ,the w ©, c) structure, or worse, serious personal injury or death n Q -0 W I IMPORTANT' CO Approval this truss is necessary !^`� // O o of placement !V before production can begin. Verify all dimensions, C/ / 1- '--D O spans, pitches, overhangs, elevations, and bearing conditions. Acceptance of this truss placement N w assumes total responsibility. The trusses will be L_L g built in strict accordance with this placement. Q SIGNED ID Q DATE