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HomeMy WebLinkAboutJ21104619 LAYOUT (D36X24)BBO BBOBEARINGWALLPLUMBINGWALL RTU 250# RTU 250# BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS MUS26 MUS26MUS26 2X12 4TH FLOOR ROOF WITH CLEARSPAN RIDGE BEAM BYOTHERS MUS26 HGUS26-2 HGUS26-216"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 MUS26LINE OF ROOF CANTILEVER ABOVE BEAM CENTERLINE POST CENTERLINES HGUS26-2 2-TBE4 2-TBE4 BBO 2-TBE6 2-TBE6 2-TBE6 BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS HGUS26-2 HGUS26-2 MUS26HGUS26-2 MUS26 BBO2-TBE4 MUS26 POST CENTERLINES BEAM CENTERLINE RTU 250# RTU 250# MUS26 MUS26 LINE OF ROOF CANTILEVER ABOVE 2X12 4TH FLOOR ROOF WITH CLEARSPAN RIDGE BEAM BYOTHERS BEARINGWALLPLUMBINGWALL 2-TBE4 HGUS26-2 2-TBE4 2-TBE4 BBO 2-TBE6 2-TBE6 2-TBE6 BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS HGUS26-2 HGUS26-2 MUS26HGUS26-2 MUS26BBO 2-TBE4 MUS26 POST CENTERLINES BEAM CENTERLINE RTU 250# RTU 250# MUS26MUS26 LINE OF ROOF CANTILEVER ABOVE 2X12 4TH FLOOR ROOF WITH CLEARSPAN RIDGE BEAM BYOTHERS BEARINGWALLPLUMBINGWALL 2-TBE4 HARDWARE 42 - MUS26 12 - HGUS26-2 140 - H2.5A 18- TBE4 18- TBE6 IBC-12, TPI-07, BCSI-06. 40-20-0-10 FLOOR LOADING@2' O.C., 20-12-10 ROOF LOADING@2' O.C. @L/360, TL/240. (100-30-0-10 DECKLOADING) 2X4 METAL PLATE CONNECTEDWOODROOF TRUSSES. DIMENSIONS ARE STUDTOSTUDFRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING(TEMP. &PERM.) ANDBRACINGDESIGN BYOTHERS, SEE PLAN ANDBCSI. ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE ANDRELATEDCONNECTIONS BYOTHERS. TRUSS LUMBER IS KD19SPF 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 TO SETTINGTRUSSES. PLUMBINGVENT STACKS TOBE FIELDLOCATEDIN BETWEEN TRUSSES ANDSTUDS WHERE POSSIBLE. TRUSSES CANNOT BE CUT, DRILLEDOR NOTCHED. BLOCKINGBETWEEN TRUSSES FOR PARALLEL WALLS BELOW BYBLDR. ALL ROOF SLOPES TO DRAINS BYOTHERS (ALL ROOF TRUSSES ARE FLAT) FIELDFRAME ALL LOW ROOFS BYBLDR. (TYP.) VERIFYDBL. 2X12 CLEARSPAN RIDGE BEAM SIZEAND LOCATION. BEAM FIGURED18' FROM FRONT 6' CANTILEVER, FOR 12' BACKSPAN.VERIFYVERIFY 958 BERKHAMSTED CAMBRIDGE 1 CUSTOM 962 BERKHAMSTED CAMBRIDGE 1 CUSTOM 966 BERKHAMSTED CAMBRIDGE 2 CUSTOM PRELIMINARY-NOT FOR CONSTRUCTION (4TH FLOOR ROOF RIDGE BEAM LOCATION NEEDS APPROVAL BYARCHITECT) TG01 TG04 T02 TG03 TG02 TG05T05 TG06 TG05A TG05A TG04 T05 TG06 TG05TG02 TG01 T02 TG03 TG05ATG04 T05 TG06TG05 TG02 TG01 T02 TG03 T04(5)T04(3)T03(2)TG07(5)T06(6)T01(6)T01(6)T03(2)T04(3)T04(5)TG07(5)T06(6)T01(6)T03(2)T04(3)T04(5)TG07(5)T06(6)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 7-01-017-04-08 6-10-085-00-00 6-00-001-11-04 2-00-00 2-00-00 6-00-001-04-12 8-10-122-00-00 2-00-00 1-05-00 2-00-00 7-00 2-00-00 3-11-00 2-01-00 4-154-155-08-0012-02-00 1-11-04 2-00-00 4-152-01-00 3-11-00 2-00-00 2-00-00 4-151-05-00 6-00-005-05-00 5-00-00 7-01-01 7-04-08 2-00-00 6-10-082-01-08 2-00-00 7-00 10-03-08 21-10-00 3-04-00 3-04-002-00-00 6-00-001-04-12 8-10-122-00-00 2-00-00 21-10-00 7-04-08 5-08-0012-02-00 1-11-04 2-00-00 4-152-01-00 3-11-00 2-00-00 2-00-00 4-151-05-00 6-00-00 5-05-00 5-00-00 7-01-017-04-08 2-00-00 6-10-082-01-082-00-00 7-00 10-03-08 21-10-00 3-04-00 3-04-002-00-00 6-00-001-04-12 8-10-122-00-00 2-00-00 21-10-00 7-04-084-004-0066-02-00 4-004-0042-00-002-00-00 12-00-00 7-07-005-00-08IBC 2012TPI 2007 20TCLL - 12TCDL - 10BCDL ONYX +EAST, LLC.Veterns's Way&Monon GreenCarmel, IN. 46032MELANGE - BLDG. #5 4TH FLOOR / PARTIAL ROOF1/4"=1'August 20, 2021JSG J21104619CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028OldSR 67SouthMooresville, IN 46158(317) 834-5380 Truss 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.III09/28/21