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HomeMy WebLinkAboutJ21104089 LAYOUT (D36X24)BEARINGWALLTHA422 THA422 THA422THA422THA422THA422 THA422 THA422 TYPICALPLUMBINGDROPS 7" AT TOILETS 5" AT TUBS ANDSHOWERS BUILDINGD THIRD FLOOR HARDWARE 56 - THA422 IRC-2018, TPI-2014, BCSI-06. 40-20-10 FLOOR LOADING@16" O.C. &19.2" O.C. @L/480,TL/360. 16" DEEP4X2 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 ANDRELATEDCONNECTIONS BYOTHERS. TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGN FOR THE REQUIREDLOADINGANDDEFLECTION CRITERIA. (NO TREATEDOR 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 TO BE FIELDLOCATEDIN BETWEEN TRUSSESANDSTUDSWHERE POSSIBLE. TRUSSES CANNOT BE CUT, DRILLEDOR NOTCHED. BLOCKINGBETWEEN TRUSSES FOR PARALLEL WALLS ABOVE ANDBELOW BYBLDR. FRAMER TO SOLIDBLOCK ALL POINT LOADS TO THE FOUNDATION. 2X6 TOPENDOF TRUSS RIBBON BRACINGBYOTHERS. 2X6 STRONGBACK BRACING@10' O.C. MAX. BYOTHERS.19.2" O.C. SPACING16" O.C. SPACING 16" O.C. SPACINGBEARINGWALLTHA422 THA422 THA422THA422THA422THA422 THA422 THA422 BEARINGWALLTHA422 THA422 THA422THA422THA422THA422 THA422 THA422 19.2" O.C. SPACING16" O.C. SPACING 16" O.C. SPACINGBEARINGWALLTHA422 THA422THA422THA422THA422THA422 THA422 THA422 CHATHAM 1 13003 CHATHAM 2 13001 CHATHAM 1 12999 CHATHAM 2 12997 FG23 FG22FG21 FG20FG19 FG18 FG17 FE08 FG23 FG22FG21 FG20FG19 FG18 FG17 FE08FG23 FG22FG21 FG20FG19 FG18 FG17FE08FG23FG22FG21 FG20FG19 FG18 FG17 FE08 F17(2)F17(9)F18(4)F19(2) F20(2)F21(3)F17(2)F17(9)F18(4)F19(2)F20(2)F21(3)F17(2)F17(9)F18(4)F19(2)F20(2)F21(3)F17(2)F17(9)F18(4)F19(2) F20(2)F21(3)3-04-00 4-01-081-02-04 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-07-0810-04-00 3-06-005-00-00 8-00-00 24-00-005-10-00 1-04-04 1-03-12 1-04-00 9-12 2-01-001-01-04 1-04-00 1-04-04 1-03-12 1-07-03 1-07-03 1-07-03 1-07-03 1-07-04 1-00-04 1-05-12 1-04-00 2-00-08 17-11-083-04-00 4-01-08 1-02-04 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-07-0810-04-00 3-06-005-10-00 1-04-04 1-03-12 1-04-00 9-12 2-01-001-01-04 1-04-00 1-04-04 1-03-12 1-07-03 1-07-03 1-07-03 1-07-03 1-07-04 1-00-04 1-05-12 1-04-00 2-00-08 17-11-083-04-00 4-01-08 1-02-04 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-07-0810-04-00 3-06-005-00-00 8-00-00 24-00-005-10-00 1-04-04 1-03-12 1-04-00 9-12 2-01-001-01-04 1-04-00 1-04-04 1-03-12 1-07-03 1-07-03 1-07-03 1-07-03 1-07-04 1-00-04 1-05-12 1-04-00 2-00-08 17-11-083-04-00 4-01-081-02-04 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 1-07-0810-04-00 3-06-005-10-00 1-04-04 1-03-12 1-04-00 9-12 2-01-001-01-04 1-04-00 1-04-04 1-03-12 1-07-03 1-07-03 1-07-03 1-07-03 1-07-04 1-00-04 1-05-12 1-04-00 2-00-08 17-11-0824-00-00 4-00 24-00-00 4-0024-00-00 4-00 24-00-00 24-00-00 24-00-00 4-0024-00-00 4-0024-00-00 4-0097-00-00 2-00-002-00-002-00-00IRC 2018TPI 2014 40TCLL - 20TCDL - 10BCDL ONYX +EAST,LLC.UPTOWN WEST CLAY BUILDINGD,3RDFLOOR1/4"=1'July21,2021JSG J21104089CUSTOMER: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 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.IIICARMEL,IN. 46032 10/04/21