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HomeMy WebLinkAboutJ21104960 LAYOUT (D36X24)GEORGETOWN1 111 MONONGREEN PRESTON1 115MONONGREEN GEORGETOWN2 123MONONGREEN PRESTON2 119MONONGREEN GEORGETOWN2 127MONONGREEN GEORGETOWN2 131 MONONGREEN GEORGETOWN2 135 MONONGREEN HARDWARE 21 - HTU26 28- HGUS26-2 70- TBE4 42 - TBE6 290- H2.5A PLUMBING WALL PLUMBING WALLPLUMBINGWALLPLUMBINGWALL PLUMBING WALL PLUMBING WALL PLUMBING WALL IBC-12, TPI-07, BCSI-06, NFPA. 40-20-0-10FLOOR LOADING @2'O.C., 60-15-10ROOF LOADING @2'O.C. @L/360, TL/240. (100-30-0-10DECKLOADING) 2X4METAL PLATE CONNECTED WOOD ROOF TRUSSES. DIMENSIONS ARE STUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING (TEMP. &PERM.) AND BRACING DESIGNBYOTHERS, SEE PLANAND BCSI. ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE AND RELATED CONNECTIONS BYOTHERS. TRUSS LUMBER IS KD19SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGNFOR THE REQUIRED LOADING AND DEFLECTIONCRITERIA. (NO TREATED OR FIRE TREATED LUMBER USED. TRUSSES CANNOT COME INTO DIRECT CONTACT WITH CONCRETE) BEAMS (DROPPED OR FLUSH AS NOTED) PER PLANAND SEPARATIONSHEATHING BYOTHERS. FRAMER TO FIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAINLOCATIONS PRIOR TO SETTING TRUSSES. PLUMBING VENT STACKS TO BE FIELD LOCATED INBETWEENTRUSSES AND STUDS WHERE POSSIBLE. TRUSSES CANNOT BE CUT, DRILLED OR NOTCHED. BLOCKING BETWEENTRUSSES FOR PARALLEL WALLS BELOW BYBLDR. ALL ROOF SLOPES TO DRAINS BYOTHERS (ALL ROOF TRUSSES ARE FLAT) FIELD FRAME ALL LOW ROOFS BYBLDR. (TYP.) 7'-0"TRUSS PARAPET REQUIRES DBL. TOP PLATE AND FURRED WALL BYOTHERS (TYP.). RTU 250# FIELD FRAMED DECK ABOVE BYBLDR. LINE OF OVERHANG ABOVE LINE OF OVERHANG ABOVE FIELD FRAMED DECK ABOVE BYBLDR. LINE OF OVERHANG ABOVE RTU 250# FIELD FRAMED DECK ABOVE BYBLDR. LINE OF OVERHANG ABOVE RTU 250#RTU 250# LINE OF OVERHANG ABOVE FIELD FRAMED DECK ABOVE BYBLDR. CONV. FRAMED ROOF ABOVE BYBLDR. CONV. FRAMED ROOF ABOVE BYBLDR. CONV. FRAMED ROOF ABOVE BYBLDR.CONV. FRAMED ROOF ABOVE BYBLDR. CONV. FRAMED ROOF ABOVE BYBLDR. RTU 250# LINE OF OVERHANG ABOVE CONV. FRAMED ROOF ABOVE BYBLDR. RTU 250# LINE OF OVERHANG ABOVE CONV. FRAMED ROOF ABOVE BYBLDR. RTU 250# LINE OF OVERHANG ABOVE FIELD FRAMED DECK ABOVE BYBLDR. FIELD FRAMED DECK ABOVE BYBLDR. FIELD FRAMED DECK ABOVE BYBLDR.2'-11 1/2"TRUSS DEPTH 4'-73/4"TRUSS DEPTH 1'-4"TRUSS DEPTH 2 PLY18" LVL OVERHANG BEAM ABOVE 2 PLY18" LVL OVERHANG BEAM ABOVE LINE OF OVERHANG ABOVE 2 PLY18" LVL OVERHANG BEAM ABOVE LINE OF OVERHANG ABOVE 2 PLY18" LVL OVERHANG BEAM ABOVE LINE OF OVERHANG ABOVE 2 PLY18" LVL OVERHANG BEAM ABOVE LINE OF OVERHANG ABOVE 2 PLY18" LVL OVERHANG BEAM ABOVE LINE OF OVERHANG ABOVE 2 PLY18" LVL OVERHANG BEAM ABOVE LINE OF OVERHANG ABOVE T01 T01T01T01 T01 T02 T02 T03 TG03 T03 TG03 T03 TG03 T03 T03 TG03 TG03 T03 TG04 T03 TG04 TG05 T06 TG06 TG07 TG08TG09TG05 T06 TG06 TG07TG08 TG09 TG05 T06 TG06 TG07TG08 TG09 TG05 T06 TG06 TG07TG08 TG09 TG05 T06 TG06 TG07TG08 TG09 TG10 T08 TG11 TG12 TG08ATG09ATG10 T08 TG11 TG12TG08A TG09AT01(3)T01(2)TG01(3)TG01(3)TG01(3)TG01(3)TG01(3)T02(5)T04(5)T04(5)T04(5)T04(5)T04(5)T04(3)T04(3)T04(3)T04(3)T05(5)T05(5)T05(5)T05(5)T07(2)T07(2)T07(2)T07(2)T07(2)T09(2)T09(2) T02(5)T01(5)T01(5)T01(5)T01(5)T04(3)TG02(3)TG02(3)2-00-00 42-00-002-00-00 42-00-002-01-08 2-00-00 5-05-00 2-00-00 10-03-08 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 2-01-08 10-03-08 2-00-00 5-05-00 2-00-00 2-01-08 10-03-08 2-00-00 5-05-00 2-00-00 2-01-08 10-03-08 2-00-00 5-05-00 2-00-00 2-01-08 10-03-08 2-00-00 5-05-00 2-00-00 2-01-08 21-10-00 19-10-00 19-10-00 21-10-00 21-10-00 21-10-00 21-10-00 150-10-00 21-10-00 4-0019-10-00 4-0019-10-00 4-0021-10-00 4-0021-10-00 4-0021-10-00 4-0021-10-00 150-10-00 9-05-00 9-05-00 9-05-00 9-05-00 9-05-00 9-05-00 9-05-00 4-004-004-004-004-004-007-06-08 8-07-00 7-06-08 18-04-007-04-08 7-01-00 7-04-082-00-005-00-006-08-08 6-05-00 6-08-08 8-06-08 8-07-00 7-06-08 17-04-006-00-001-00-00 2-07-00 19-06-08 4-07-00 17-03-00 11-04-00 3-04-00 3-04-003-04-00 11-04-00 3-04-00 3-04-00 3-04-001-00-00 7-06-08 2-07-00 3-04-003-04-00 3-04-00 6-08-086-08-08 6-05-00 8-06-08 8-07-00 6-00-00 19-06-08 17-04-0011-04-00 7-06-088-07-00 5-00-00 3-04-00 3-04-00 2-00-003-04-0011-04-00 17-03-00 4-07-00 7-04-08 7-01-00 7-04-08 7-06-08 18-04-005-00-00 4-07-00 3-04-003-04-00 3-04-00 17-03-00 7-04-08 7-01-00 7-04-08 11-04-00 5-00-00 4-07-00 3-04-003-04-00 3-04-00 17-03-00 7-04-08 7-01-00 7-04-08 11-04-00 5-00-00 4-07-00 3-04-003-04-00 3-04-00 17-03-00 7-04-08 7-01-00 7-04-08 11-04-00 2-00-002-00-002-00-0016-01-08 7-06-08 18-04-00IBC 2012TPI 2007 60TCLL - 20TCDL - 10BCDL ONYX +EASTVETERANS WAY CARMEL, IN. 46032MELANGE - BLDG. #6 4TH FLOOR/ROOF3/16"=1'October25, 2021JSG J21104960CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGNINFORMATION: SCALE:9028OldSR 67SouthMooresville, IN46158(317) 834-5380 Truss Placement Guide 1) This layout is intended forthe purpose of truss location and placement only. Referto the building plans foractual building construction. 2) All dimensions shown 00-00-00 are in feet-inches-sixteenths. 3) Trusses are spaced 24" on centerunless otherwise noted. 4) Do not cut ormodify trusses. 5) Referto the individual truss design drawings forthe location of memberbracing, uplift and truss end reactions. 6) Installation of all temporary and permanent bracing is essential. See truss drawings, BCSI-B2 Summary Sheet and building designerrequirements.III11/17/21