HomeMy WebLinkAboutJ21104618 LAYOUT (D36X24)BBOBBO
BEARINGWALLLADDER FRAME BETWEEN
TRUSSES BYBLDR.PLUMBINGWALL
THA422
THA422
THA422
THA422
THA422 THA422 THA422PLUMBINGWALL
THA422
THA422
BEARINGWALLLADDER FRAME BETWEEN
TRUSSES BYBLDR.THA422 THA422 THA422THA422 BBO
THA422
BBOPLUMBINGWALL
THA422
THA422
BEARINGWALLLADDER FRAME BETWEEN
TRUSSES BYBLDR.THA422THA422 THA422THA422BBO
THA422
BBOHARDWARE
24 - THA422
966 BERKHAMSTED
CAMBRIDGE 2 CUSTOM
962 BERKHAMSTED
CAMBRIDGE 1 CUSTOM
958BERKHAMSTED
CAMBRIDGE 1 CUSTOM
IBC-12, TPI-07, BCSI-06.
40-20-10 FLOOR LOADING@19.2"O.C. @L/480, TL/240.
16"DEEP 4X2 METAL PLATE CONNECTED WOOD FLOOR TRUSSES.
DIMENSIONS ARE STUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS)
ALL BRACING(TEMP. &PERM.) AND BRACINGDESIGN BYOTHERS, SEE PLAN AND BCSI-B7.
ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE AND RELATED CONNECTIONS BYOTHERS.
TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGN FOR THE REQUIRED LOADINGAND DEFLECTION CRITERIA.
(NOTREATED OR FIRE TREATED LUMBER USED. TRUSSES CANNOT COME INTO DIRECT CONTACT WITH CONCRETE)
BEAMS (DROPPED OR FLUSH AS NOTED) PER PLAN AND SEPARATION SHEATHINGBYOTHERS.
FRAMER TO FIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIOR TO SETTINGTRUSSES.
PLUMBINGVENT STACKS TO BE FIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHERE POSSIBLE.
TRUSSES CANNOT BE CUT, DRILLED OR NOTCHED. BLOCKINGBETWEEN TRUSSES FOR PARALLEL WALLS ABOVE AND BELOW BYBLDR.
FRAMER TO SOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THE FLOOR TOTHE FOUNDATION.
2X6 TOP END OF TRUSS RIBBON BRACINGBYOTHERS. 2X6 STRONGBACK BRACING@10' O.C. MAX. BYOTHERS.2 PLY16"LVL HEADER OVER BAY
2 PLY11 7/8"LVL HEADER OVER BAY 2 PLY11 7/8"LVL HEADER OVER BAY 2 PLY11 7/8"LVL HEADER OVER BAY
PRELIMINARY-NOT FOR CONSTRUCTION
FG10
F10
FG11
F11A
FG14
F12
FG12 FG16FG15FE02F13 FE04 FE03 FE04 FE03
FG10
F10
FG11
F11A
FG14
F12
FG12 FG16FG15FE02F13
FG10
F10
FG11
F11A
FG14
F12
FG12FG16FG15FE02
F13 FE04FE03F09(11)F11(2)F09(7)FG13(2)FG13(2)F09(11)F11(2)F09(7)FG13(2)F09(11)F11(2)F09(7)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
5-08-001-00-03
1-09-03
1-00-03
1-04-08
1-01-00
1-07-03
1-07-03
1-07-03
1-09-03
1-09-04
1-00-12
8-10-00
3-04-003-04-00
1-09-10
1-09-1410-10
3-00-08 7-13
9-09
9-10
1-07-03
1-07-03
1-07-04
1-07-03
1-07-03
1-07-03
9-10
9-10 1-10-041-07-03
1-07-03
1-07-03 2-09-005-01-005-00-00
1-00-12
21-10-00
1-07-03
7-13 5-01-009-09
2-01-08
9-10
10-03-08
1-07-03 2-09-002-00-00
1-07-03
1-07-03
5-05-00 2-00-003-00-08 1-09-04
21-10-00 1-09-149-10
1-10-045-00-00
1-07-03
1-07-03
10-10
1-07-03
1-09-03
1-07-03
1-07-03
1-07-03
1-01-00
1-07-03
1-00-03
1-07-04
1-09-10
1-04-08
3-04-008-10-00
3-04-00
1-00-03
1-09-03
5-08-009-10
1-00-12
21-10-00
1-07-03
7-135-01-009-09
2-01-08
9-10
10-03-08
1-07-032-09-002-00-00
1-07-03
1-07-03
5-05-002-00-00 3-00-08 1-09-04
21-10-00
1-09-149-10
1-10-045-00-00
1-07-03
1-07-03
10-10
1-07-03
1-09-03
1-07-03
1-07-03
1-07-03
1-01-00
1-07-03
1-00-03
1-07-04
1-09-10
1-04-08
3-04-008-10-00
3-04-00
1-00-03
1-09-03
5-08-009-104-004-0066-02-00
4-004-00IBC 2012TPI 2007 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC.Veterns's Way&Monon GreenCarmel, IN. 46032MELANGE - BLDG. #5 3RD FLOOR1/4"=1'August 20, 2021JSG J21104618CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 OldSR 67 SouthMooresville, 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.III09/21/21