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HomeMy WebLinkAboutJ21106525 LAYOUT (D36X24)BBOBBOPLUMBINGWALL RTU 250# RTU 250# BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS MUS26 MUS26MUS26 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-TBE6 2-TBE6 BEAM CENTERLINE POST CENTERLINES HGUS26-2 2-TBE4 BBO 2-TBE6 2-TBE6 BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS HGUS26-2 MUS26 BBO2-TBE4 MUS26 POST CENTERLINES BEAM CENTERLINE RTU 250# RTU 250# MUS26MUS26 PLUMBINGWALL 2-TBE4 HARDWARE 46 - MUS26 8 - HGUS26-2 200 - H2.5A 24 - TBE4 24 - 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 INTO DIRECT CONTACT WITH CONCRETE) BEAMS (DROPPEDOR FLUSH AS NOTED) PER PLAN ANDSEPARATION SHEATHINGBYOTHERS. FRAMER TO FIELDVERIFYALL 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 TODRAINS BYOTHERS (ALL ROOF TRUSSES ARE FLAT) FIELDFRAME ALL LOW ROOFS BYBLDR. (TYP.) LINE OF 2 PLY18" LVL BYOTHERS (CONV. ROOF ABOVE)LINE OF 2 PLY18" LVL BYOTHERS (CONV. ROOF ABOVE) BBO BBO TALL WALL TALL WALLTALL WALL PRELIMINARYONLY 904VETERANSWAY CAMBRIDGE 2 CUSTOM W/ LIFT 908VETERANSWAY MANCHESTER 2 CUSTOM W/LIFT 912 VETERANSWAY MANCHESTER 1 CUSTOM 916VETERANSWAY CAMBRIDGE 1 CUSTOM W/ LIFT TALL WALL LINE OF 2 PLY18" LVL BYOTHERS (CONV. ROOF ABOVE) LINE OF 2 PLY18" LVL BYOTHERS (CONV. ROOF ABOVE) 2-TBE4 2-TBE6 BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS 2-TBE6 2-TBE4 BEAM, POSTS, CONNECTIONS ANDDECKFRAMINGBYOTHERS BEAM CENTERLINE POST CENTERLINES BEAM CENTERLINE POST CENTERLINES RTU 250# RTU 250# RTU 250# RTU 250# BBO BBO PLUMBINGWALL PLUMBINGWALL PLUMBINGWALL PLUMBINGWALL BEAM ANDGIRDER CENTERLINE ADJUSTEDFOR PLUMBINGWALL BELOW MUS26 MUS26 MUS26 2-TBE4 2-TBE6 HGUS26-2 HGUS26-2 MUS262-TBE42-TBE6 MUS26MUS26MUS26 HGUS26-2 HGUS26-2 MUS26TG01 TG04 T02 TG03 TG02 TG05T05 TG06 TG04 T05 TG06TG05 TG02 TG01 T02 TG03 TG08 TG08 TG09 TG09 TG10 TG10 TG10A TG10ATG05ATG05A TG11 TG11 T12 T12 T03(2)T01(6)T04(5)T04(5)T06(6)T06(6)T06(5)T06(5)TG07(5)TG07(5)TG07(4)TG07(4)T01(6)T04(3)T07(6)T07(6)T08(2)T08(2)T09(2) T10(2)T11(3)T11(5)T11(3)T11(5)T04(3)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 12-02-00 3-04-00 15-05-08 19-07-00 6-11-087-04-087-01-017-04-08 6-10-085-02-00 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 12-02-00 1-11-04 2-00-00 2-01-00 3-11-00 2-00-00 2-00-00 1-05-00 6-00-005-05-00 5-02-00 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 2-00-00 6-00-001-04-12 8-10-122-00-00 2-00-00 21-10-00 7-04-084-004-0084-04-00 4-004-00 42-00-002-00-00 5-01-008-00-008-00-005-01-003-04-003-04-0019-10-00 4-0019-10-00 19-10-00 4-0019-10-00 2-01-08 2-00-00 5-05-00 2-00-00 8-03-08 8-03-08 2-00-00 5-05-00 2-00-00 2-01-086-04-126-07-05 6-04-126-07-066-07-05 6-07-056-07-066-07-05 IBC 2012TPI 2007 20TCLL - 12TCDL - 10BCDL ONYX +EAST, LLC.Veterns's Way&Monon GreenCarmel, IN. 46032MELANGE - BLDG. #10 4TH FLOOR / PARTIAL ROOF1/4"=1'November 4, 2021JSG J21106525CUSTOMER: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 spaced 24" 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.III11/24/21