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HomeMy WebLinkAboutJ21104920 LAYOUT (D36X24)BBOBBO BEARINGWALLPLUMBINGWALL RTU 250# RTU 250# BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS MUS26 MUS26MUS26 2X12 4TH FLOOR ROOF WITH CLEARSPAN RIDGE BEAM BYOTHERS MUS26 HGUS26-2 HGUS26-2 16"DEEP ROOF2'-11 1/2"DEEP ROOF 4'-73/4"DEEP FLOOR (ROOF TYPE TRUSSES) 2-TBE4 2-TBE4 2-TBE4 2-TBE4 2-TBE6 2-TBE6 2-TBE6 HGUS26-2 HGUS26-2 MUS26BEARINGWALLBBOBBO 2-TBE6 2-TBE6 2-TBE4 2-TBE4 2-TBE4 MUS26 2-TBE4 2'-11 1/2"DEEP ROOF 16"DEEP ROOF HGUS26-2 HGUS26-2 MUS26 2X12 4TH FLOOR ROOF WITH CLEARSPAN RIDGE BEAM BYOTHERS MUS26 4'-73/4"DEEP FLOOR (ROOF TYPE TRUSSES) PLUMBINGWALL MUS26 2-TBE6 RTU 250# RTU 250# BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS IBC-12, TPI-07, BCSI-06. 40-20-10 FLOOR LOADING@2' O.C. @L/480, TL/360, 20-10-0-10 ROOF LOADING@2' O.C., 100-30-0-10 FIELDFRAMEDDECKLOADING.. 2X4 METAL PLATE CONNECTEDWOODROOF TRUSSES. DIMENSIONS ARE STUDTOSTUDFRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING(TEMP. &PERM.) ANDBRACINGDESIGN BYOTHERS, SEE PLAN ANDBCSI-B7. ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE ANDRELATEDCONNECTIONS BYOTHERS. TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGN FOR THE REQUIREDLOADINGANDDEFLECTION CRITERIA. (NOTREATEDOR FIRE TREATEDLUMBER USED. TRUSSES CANNOT COME INTODIRECT CONTACT WITH CONCRETE) BEAMS (DROPPEDOR FLUSH AS NOTED) PER PLAN ANDSEPARATION SHEATHINGBYOTHERS. FRAMER TOFIELDVERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL ANDROOF DRAIN LOCATIONS PRIOR TOSETTINGTRUSSES. PLUMBINGVENT STACKS TOBE FIELDLOCATEDIN BETWEEN TRUSSES ANDSTUDS WHERE POSSIBLE. TRUSSES CANNOT BE CUT, DRILLEDOR NOTCHED. BLOCKINGBETWEEN TRUSSES FOR PARALLEL WALLS ABOVE ANDBELOW BYBLDR. FRAMER TOSOLIDBLOCKALL POINT LOADS FROM ABOVE THROUGH THE FLOOR TO THE FOUNDATION. 950 BERKHAMSTED CAMBRIDGE 1 CUSTOM 954BERKHAMSTED CAMBRIDGE 2 CUSTOM HARDWARE 26 - MUS26 6 - HGUS26-2 12 - TBE4 12 - TBE6 100 - H2.5A PRELIMINARY-NOT FOR CONSTRUCTION TG01 TG04A T02 TG03A TG02 TG05T05 TG06 TG05ATG02 TG05TG04 T05 TG06 TG01 T02 TG03 T04(5)T04(3)T01(5)TG07(5)T06(6)T03A(2)T04(3)T01(5) T06(6)TG07(5)T04(5)T03(2)2-00-00 42-00-0044-00-002-01-08 2-00-00 5-05-00 2-00-00 10-03-08 21-10-00 21-10-00 5-08-0012-02-00 3-04-003-04-00 15-05-08 19-07-00 6-11-087-04-08 7-01-01 7-04-08 6-10-085-00-00 19-07-00 7-01-01 7-04-08 21-10-00 10-03-08 6-11-0844-00-002-00-00 7-04-08 15-05-08 3-04-00 5-08-0021-10-00 12-02-00 3-04-002-00-00 42-00-005-05-00 2-01-082-00-00 IBC 2012TPI 2007 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC.Veterns's Way&Monon GreenCarmel, IN. 46032MELANGE - BUILDING4 4TH FLOOR/ROOF1/4"=1'September 2, 2021JSG J21104920CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 OldSR 67SouthMooresville, IN 46158(317)834-5380Truss Placement Guide 1) This layout is intended for the purpose of truss location and placement only. Refer to the building plans for actual building construction. 2) All dimensions shown 00-00-00 are in feet-inches-sixteenths. 3) Trusses are spaced24"on center unless otherwise noted. 4) Do not cut or modifytrusses. 5) Refer to the individual truss design drawings for the location of member bracing, uplift and truss end reactions. 6) Installation of all temporaryand permanent bracing is essential. See truss drawings, BCSI-B2 SummarySheet and building designer requirements.III09/20/21