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HomeMy WebLinkAboutJ21104088 LAYOUT (D36X24)16" FLUSHBEAMBYOTHERS BEARINGWALLBUILDINGD SECOND FLOOR 51/4"X11 1/4" P.T. GLU-LAMAND CONNECTIONS BYOTHERS (TYP.) HARDWARE 56 - THA422 DECKFRAMINGBYOTHERS (TYP.) THA422 THA422 THA422 THA422 THA422THA422THA422 TYPICAL PLUMBINGDROPS 7" AT TOILETS 5" AT TUBS ANDSHOWERS IRC-2018,TPI-2014,BCSI-06. 40-20-10 FLOOR LOADING@16" O.C. &19.2" O.C. @L/480,TL/360. 16" DEEP 4X2 METAL PLATE CONNECTEDWOODFLOOR TRUSSES. DIMENSIONS ARE STUDTO STUDFRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING(TEMP. &PERM.) ANDBRACINGDESIGN BYOTHERS, SEE PLAN ANDBCSI-B7. ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE ANDRELATED CONNECTIONS BYOTHERS. TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACHDESIGN FOR THE REQUIRED LOADINGANDDEFLECTION CRITERIA. (NO TREATEDOR FIRE TREATEDLUMBER USED. TRUSSES CANNOT COME INTO DIRECT CONTACT WITHCONCRETE) BEAMS (DROPPEDOR FLUSHAS NOTED) PER PLAN ANDSEPARATION SHEATHINGBYOTHERS. THA422 16" RIMBOARDBYOTHERS 2X12 ANDINVERTED HANGER BYOTHERS (TYP.)16" O.C. SPACING19.2" O.C. SPACINGTHA422 FRAMER TO FIELDVERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL ANDROOF DRAIN LOCATIONS PRIOR TO SETTINGTRUSSES. PLUMBINGVENT STACKS TO BE FIELDLOCATEDIN BETWEEN TRUSSES ANDSTUDS WHERE POSSIBLE. TRUSSES CANNOT BE CUT, DRILLEDOR NOTCHED. BLOCKINGBETWEEN TRUSSES FOR PARALLEL WALLS ABOVE ANDBELOW BYBLDR. FRAMER TO SOLIDBLOCKALL POINT LOADS TO THE FOUNDATION. 2X6 TOP ENDOF TRUSS RIBBON BRACINGBYOTHERS. 2X6 STRONGBACKBRACING@10' O.C. MAX. BYOTHERS. CHATHAM1 13003 16" FLUSHBEAMBYOTHERS BEARINGWALL51/4"X11 1/4" P.T. GLU-LAMAND CONNECTIONS BYOTHERS (TYP.) DECKFRAMINGBYOTHERS (TYP.) THA422 THA422 THA422THA422 THA422THA422THA422 THA422 16" RIMBOARDBYOTHERS 2X12 ANDINVERTED HANGER BYOTHERS (TYP.)THA422 16" FLUSHBEAMBYOTHERSBEARINGWALL 51/4"X11 1/4" P.T. GLU-LAMAND CONNECTIONS BYOTHERS (TYP.) DECKFRAMINGBYOTHERS (TYP.) THA422 THA422 THA422THA422 THA422THA422THA422 THA422 16" RIMBOARDBYOTHERS 2X12 ANDINVERTED HANGER BYOTHERS (TYP.)16" O.C. SPACING19.2"O.C. SPACINGTHA422 16" FLUSHBEAMBYOTHERSBEARINGWALL51/4"X11 1/4" P.T. GLU-LAMAND CONNECTIONS BYOTHERS (TYP.) DECKFRAMINGBYOTHERS (TYP.) THA422 THA422 THA422 THA422 THA422THA422THA422 THA422 16" RIMBOARDBYOTHERS 2X12 ANDINVERTED HANGER BYOTHERS (TYP.)THA422 CHATHAM1 12999 CHATHAM2 13001 CHATHAM2 12997FE02FG07 FG06FG05 FG03 F01 FG08 FE03 FG04FG01 F01A FG02 FE04 FE05 FE02FG07 FG06FG05 FG03 F01 FG08 FE03 FG04FG01 F01A FG02 FE04FE05 FE02FG07 FG06FG05 FG03 F01 FG08 FE03 FG04FG01 F01A FG02 FE04FE05 FE02FG07 FG06FG05 FG03 F01 FG08 FE03 FG04FG01 F01A FG02 FE04 FE05F03(2)F07(5)F04(2)F06(3)F02(4)F03(2)F07(5)F04(2)F06(3) F02(4)F03(2)F07(5)F04(2)F06(3) F02(4)F03(2)F07(5)F04(2)F06(3)F02(4)F05(3)F05(3) F05(3)F05(3) 7-06-0016-06-00 3-00-00 37-00-00 3-04-08 12-06-00 8-01-08 24-00-00 4-00-0016-06-00 7-10-041-02-04 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-00-12 1-07-04 1-04-00 1-01-04 1-04-00 1-04-04 1-03-1224-00-0013-00-001-07-03 1-07-03 1-07-03 1-07-03 1-07-04 1-08-04 1-06-02 1-07-087-06-00 3-06-003-04-00 17-11-08 3-08-08 2-00-009-12 2-01-007-06-00 16-06-003-00-00 3-04-08 12-06-00 8-01-08 24-00-00 16-06-007-10-041-02-04 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-00-12 1-07-04 1-04-00 1-01-04 1-04-00 1-04-04 1-03-12 1-07-03 1-07-03 1-07-03 1-07-03 1-07-04 1-08-04 1-06-021-07-087-06-00 3-06-003-04-00 17-11-083-08-08 9-12 2-01-007-06-00 16-06-003-00-00 37-00-00 3-04-0812-06-00 8-01-08 4-00-0016-06-007-10-041-02-04 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-00-12 1-07-04 1-04-00 1-01-04 1-04-00 1-04-04 1-03-12 24-00-0013-00-001-07-03 1-07-03 1-07-03 1-07-03 1-07-04 1-08-04 1-06-021-07-087-06-00 3-06-003-04-00 17-11-083-08-082-00-009-12 2-01-007-06-00 16-06-00 3-00-00 3-04-08 12-06-00 8-01-08 16-06-00 7-10-041-02-04 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-00-12 1-07-04 1-04-00 1-01-04 1-04-00 1-04-04 1-03-12 1-07-03 1-07-03 1-07-03 1-07-03 1-07-04 1-08-04 1-06-02 1-07-087-06-00 3-06-003-04-00 17-11-08 3-08-08 9-12 2-01-0097-00-00 4-004-0024-00-00 4-0024-00-00 24-00-00 4-0024-00-00 4-004-0024-00-00 4-00 24-00-004-11-084-11-08 4-11-084-11-08 IRC 2018TPI 2014 40TCLL - 20TCDL - 10BCDL ONYX +EAST,LLC.CARMEL,IN. 46032 UPTOWN WEST CLAY BUILDINGD,2NDFLOOR1/4"=1' July21,2021JSG J21104088CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 OldSR 67 SouthMooresville,IN 46158(317)834-5380Truss 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.III10/04/21