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Home My WebLink AboutTYPICAL END DETAILTYPICAL END DETAIL SCANNED StCuce Goa* 1/411 = 1'-011 3 15/16 HEEL HT B„ OVERHAN ERRINE�EVAT1UNS BUILDING SEEPLAN1 CG OMPON ENT SIMPSON Strong -Tie WALL & (LG. I1EIGfITS A F F TRUSSESRMBCLLC.COM OF MAIN HOUSE �.. DO NOT SET TRUSSES USING THIS LAY( USE LAYOUT DELIVERED WITH TRUSSES TO SET TRV,1 SINIPSC�N HANGERS RE_VISIC CITY TYPE CARRYING MEMBER CARRIED MEMBER DATE DESCRIP LUS24 4-1Od 2-10d HUS26 14-16d 6-16d HGUS26 20-16d_ 8-16d HHUS26 2'14-16d 6-16d _. HGUS26 2 20 16d 8-16d j "' € HUS28 22 16d 8-16d r' HHUS28-2 22-16d 8-16d �w 8 HGUS28-2 36 16d 10-16d THA422 !22-16d 6-16d THAC422 22-16d 6-16d LUS410 8-1 6d 6-16d I R E E E R E N' HUS46 4-16d 4-1 6d HUS48 6-16d 6-16d LTHJR/L 12-10d HIP 4 10d _ JACK = 2-10dxl 112' & 2 Iod *Attach hangers to 1—ply girders w/ 1 1/2" 10d nails. ®Attach hangers to 2—ply girders i I____ O A D 11\ w/ 16d nails. TC ILL 2( *Truss manufacturer supplies hangers R TC DL 0; for truss to truss connections. *All hangers connecting trusses to BC DL iC building structure are determined by 0 BC ILL TYPICAL 1C 'ATTIC W/OSTORAGE buildinq designer and supplied by builder. i PC ILL AS NOTED ATTIC Light STORAGEBC ILL AS 21 7 WARNING ATTIC LIVINOGTED SPACE 41 Do not lift single trusses with spans greater than 30' DURATION 1,2 by the peak. Do not attach cables, chains or hooks DEFLECTION L/ to the web members. Refer to BCSI 1-03 Summary Sheet provided for proper handling, installing and WIND SPEED 16 bracing methods. 2017 FLORIDA BUILDING ATTENTION FRAMERS/CONTRACTOR ASCE 7 lo, CAT II, Par Trusses are not to be cut or altered for any reason,'EXPOSURE I If there is a problem, you must follow the procedures listed below: MEAN HEIGHT (1) Notify RMBC immediately. TC LL XX (2) Secure proper Engr rgr'd for any repair. FTC DL XX RM BUILBING COMPONENTS will not honor any backcharges unless authorized by a RMBC Representative L BC DL XX :nRoof trusses are not designed for additional attic O TOTAL LOAD XX storage loads, unless noted otherwise. DURATION 1.0 *Attic frame trusses noted as storage/mechanical DEFLECTION L/ rooms are designed with additional 30 PSF BC LL jcAttic frame trusses noted as attic living space m are designed with additional 40 PSF BC ILL. SHEET OMULTIPLE-PLY TRUSSES MUST BE FASTENED TOGETHER PEId .-.. _. .. FNGINI-hRING NF FORF I HEY ARE SF . --' LAYOUT TECH: RM *WARNING! Inadequate size and/or fastening of bracingENGR TECH:_ RM material is a major cause or erection dominoing. FILENAME: 00271,! *Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. _P... *For proper installation of truss to truss connections,t, refer to hanger installation guide for attachment purposes ;*This truss placement diagram is for the use of the U fabricator, general contractor, and truss erection s contractor. It is not intended to be a substitute for -f [ a framing plan, which is the responsibility of the """'`t. architect or engineer of record to provide. *Trusses are designed in accordance with theIn LJI ANSI/TPI 1-2014 National Design Standard for metal plate connected wood truss construction. ai Refer to BCSI 1-03 Summary Sheet for bracing':. & truss design dwgs for additional permanent bracing., p __JI i*FIELD BRACING is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. W (10 *Persons erecting trusses are cautioned to seek o professional advice regarding erection bracing which II El is always required to prevent toppling and dominoing. �( *It is the responsibility of the builder to provide L J adequate access roads into and through the site for the safe delivery of trusses. \ f *WARNING! The consequences of improper handling, < > erecting, and bracing may be collapse of the J structure, or worse, serious personal injury or death. Q N f...,. . IMPORTANT � "' C Q)! r Approval of this truss placement is necessary r , O' -=I C before production can begin. Verify all dimensions, spans, pitches, overhangs, elevations, and bearing conditions. Acceptance of this truss placement y� LLI assumes total responsibility. The trusses will be I_f_ built in strict accordance with this placement.FIQ ��C y =D OP SIGNED � a DATE