HomeMy WebLinkAboutJ22205840 LAYOUT (D36X24)PLUMBING WALLTHA422THA422THAC422PLUMBING WALLTHA422THAC422THA422BBOHARDWARE25 - THA4223 - THAC422104 - ITS3.56/1660 - H2.5A(FG27 - FG28)2 PLY 11 7/8" LVL HEADER OVER BAY2 PLY 11 7/8" LVL HEADER OVER BAYLIFTPLUMBING WALLPLUMBING WALLLIFTRELOCATEDPLUMBING WALLPLUMBING WALLRELOCATED2 PLY 16" LVL FLUSH BEAMTHA422THA422THA422EXTEND BEAMBBOTHA422THA422THA422THA422THA422THA422IBC-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 BRACING DESIGN BY OTHERS, SEEPLAN AND BCSI-B7.ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE AND RELATED CONNECTIONS BY OTHERS.TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGN FOR THE REQUIRED LOADING AND DEFLECTION CRITERIA.(NO TREATED OR FIRE TREATED LUMBER USED. TRUSSES CANNOT COMEINTO DIRECT CONTACT WITH CONCRETE)BEAMS (DROPPED OR FLUSH AS NOTED) PER PLAN AND SEPARATION SHEATHING BY OTHERS.FRAMER TO FIELD VERIFY ALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIOR TO SETTING TRUSSES.PLUMBING VENT STACKS TO BE FIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHERE POSSIBLE.TRUSSES CANNOT BE CUT, DRILLED OR NOTCHED. BLOCKING BETWEENTRUSSES FOR PARALLEL WALLS ABOVE AND BELOW BY BLDR.FRAMER TO SOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THE FLOOR TO THE FOUNDATION.2X6 TOP END OF TRUSS RIBBON BRACING BY OTHERS. 2X6 STRONGBACKBRACING @ 10' O.C. MAX. BY OTHERS.BK# = BLOCKING PANEL TRUSS PER PLAN. USE ITS3.56/16 HANGERS.FG27 - FG30 REQUIRE 1 - H2.5A EACH END AND 2X6 RIBBON BRACING.902 BERKHAMSTEDCAMBRIDGE 1906 BERKHAMSTEDMANCHESTER 1910 BERKHAMSTEDMANCHESTER 2914 BERKHAMSTEDWILLIAMSBURG 1918 BERKHAMSTEDWILLIAMSBURG 2922 BERKHAMSTEDCAMBRIDGE 2926 BERKHAMSTEDCAMBRIDGE 2BBO2 PLY 11 7/8" LVL HEADER OVER BAYTHA422LIFTPLUMBING WALLTHA422THAC422926 BERKHAMSTEDCAMBRIDGE 2TALL WALLLIFTTALL WALLTALL WALLLIFTLIFTPLUMBING WALLSTALL WALLLIFTTALL WALLTALL WALLPLUMBING WALLSITS3.56/16 TYP.BK# HANGERITS3.56/16 TYP.BK# HANGERH2.5A EA END OF TRUSSAT WALK THRU AREAH2.5A EA END OF TRUSSAT WALK THRU AREABLOCK SOLIDBY BLDR.BLOCK SOLIDBY BLDR.BLOCK SOLIDBY BLDR.16" LVL BY OTHERS16" LVL BY OTHERSPRELIMINARY ONLY - NOT FOR CONSTRUCTIONARCHITECT TOVERIFY16" LVL BEAM.GIRDER TRUSS DOES NOT WORK.(BEAM ASSUMED AS 2 PLY FOR BK#)ARCHITECT TOVERIFY16" LVL BEAM.GIRDER TRUSS DOES NOT WORK.(BEAM ASSUMED AS 2 PLY FOR BK#)FG10F10FG11FG14F12FG12FG16F13FE04FE03FG10F10FG11FG14F12FG12FG16F13FE04 FE03FG17FG21F17FG19FG18FG15FG17FG21F17FG19FG18FG15FG10F10FG11FG14F12FG12FG16F13FE04FE03FG22F19FG23F20FG16FG26FG25FG22F19FG23F20FG16FG26FG25BK01BK02BK02BK02BK03BK02BK02BK04BK05BK06BK07BK08BK02BK05BK02BK02BK02BK02BK03BK02BK02BK02BK02BK03BK07BK09BK01BK02BK02BK02BK03BK02BK02BK04BK05BK06BK07BK08BK02BK05BK02BK02BK02BK02BK03BK02BK02BK02BK02BK03BK07BK09FG13(2)
FG13(2)F11A(2)F14(12)F15(2)F16(3)F14(7)FG20(2)F14(12)
F15(2)
F14(7)FG20(2)
F16A(3)F09(7)F09(11)F09(11)F09A(7)FG13(2)F09(11)F09(7)
F11(3)
F11(2)F11(2)F11(3)F18(11)F18(11)F18(9)F18(9)FG24(2)FG24(2)FG27(6)FG28(10)FG28(12)2-00-0042-00-0044-00-002-01-082-00-005-05-002-00-0010-03-0821-10-0021-10-008-10-003-04-003-04-001-09-101-09-141-09-032-01-121-05-099-101-07-031-07-031-07-039-109-101-10-041-07-031-07-035-01-005-02-0021-10-005-01-001-05-092-01-089-1010-03-081-07-032-00-001-07-035-05-00 2-00-002-01-1221-10-001-09-149-101-10-045-02-001-07-031-09-031-07-031-07-031-09-103-04-008-10-003-04-009-1042-00-008-04-083-04-003-04-009-08-008-04-083-04-003-04-009-08-00163-02-004-0019-10-004-0019-10-004-004-0019-10-004-0019-10-004-002-01-08 2-00-00 5-05-00 2-00-00 8-03-08 8-03-08 2-00-00 5-05-00 2-00-00 2-01-082-00-002-00-005-125-02-005-02-005-01-005-02-005-01-0016-00-081-00-031-09-031-07-031-00-031-04-081-01-001-07-031-07-031-07-031-09-031-09-041-00-121-00-031-09-031-07-031-00-031-04-081-01-001-07-031-07-031-07-031-09-031-09-041-00-1210-131-07-036-101-07-031-09-031-05-041-07-031-07-031-07-036-061-08-031-01-141-10-041-02-021-07-0310-039-001-04-121-09-111-08-091-05-131-09-031-09-041-05-031-09-031-07-031-02-031-08-041-06-031-03-151-03-031-09-041-09-031-03-031-09-041-09-033-003-04-002-00-00 2-01-081-09-0310-03-082-00-0021-10-005-05-003-04-001-09-041-09-101-09-038-10-0021-10-005-02-001-07-031-09-035-01-001-03-031-00-031-05-091-09-049-101-07-031-07-039-101-07-031-10-041-00-129-101-07-031-07-031-04-081-09-031-07-032-00-002-01-121-00-031-07-031-07-031-01-001-09-143-04-008-04-083-04-005-02-005-01-009-08-0021-10-0012-08-0021-10-004-002-01-08 2-00-00 5-05-00 2-00-00 10-03-0812-08-006-081-00-003-04-008-04-083-04-005-02-005-01-009-08-002-01-082-00-005-05-002-00-0010-03-081-00-006-02-004-006-02-0028-00-004-0028-00-008-088-081-00-081-00-084-095-111-08IBC 2012TPI 200740TCLL -20TCDL -10BCDLONYX + EAST, LLC.VETERAN'S WAYCARMEL, IN. 46032MELANGE - BLDG. #23RD FLOOR3/16"=1'August 21, 2022JSGJ22205840CUSTOMER:PROJECT:LOCATION:JOB #:DATE:DESIGNER: DESIGN INFORMATION:SCALE:9028 Old SR 67 SouthMooresville, IN 46158(317) 834-5380Truss Placement Guide1) This layout is intended for the purpose of truss locationand placement only. Refer to the building plans for actualbuilding 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 modify trusses.5) Refer to the individual truss design drawings for the locationof member bracing, uplift and truss end reactions.6) Installation of all temporary and permanent bracing isessential. See truss drawings, BCSI-B2 Summary Sheetand building designer requirements.III