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S0.3 <br />2635 <br />SCALE: 1"=1'-0"27 <br />SCALE: 1"=1'-0"34SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0"31 28 <br />SCALE: 1"=1'-0" <br />NTS 36 <br />SCALE: 1"=1'-0"25 <br />30SCALE: 1"=1'-0"PIPE AT FOOTING <br />9" MIN. <br />24" MIN. <br />TY <br />P <br />. <br />FT <br />G <br />. <br />SE <br />E <br />PL <br />A <br />N <br />TRENCH <br />3" <br />CL <br />R <br />. <br />NO EXCAVATION <br />BELOW THIS LINE <br />NOTE: NO PIPE SHALL PASS THROUGH FOOTING. PROVIDE <br />SLEEVE MIN. 1" Ø LARGER THAN PIPE. <br />SECTION A-A <br />SLEEVE <br />PIPE <br />A <br />A <br />TYPICAL POST BASE <br />ISOLATED POST BASE <br />POST BASE (POST PART OF WALL) <br />SILL BOLT SEE WOOD <br />NOTE, OR SHEAR WALL <br />SCHEDULE FOR SIZE <br />SIMPSON POST <br />BASE W/ BOLTS <br />WOOD POST SEE PLAN <br />2X PLATE <br />CONT. <br />WOOD STUDS SEE PLAN <br />SIMPSON 'A35' AT <br />OPP. CORNERS <br />TOP OF CONC. <br />SLAB OR FTG. <br />WOOD POST SEE PLAN <br />Sheet <br />Date <br />Scale <br />PROJECT: <br />Job <br />Drawn M.G. <br />Sheet Title <br />BYREVISIONS <br />AS SHOWN <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br /> <br />D <br />W <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <br />DATESUBMITTAL <br />PLAN CHECK SUBMITTAL <br />CONNECTION AT TOP <br />NON-BEARING <br />STUD WALLNON-BEARING <br />STUD WALL <br />2X BLOCKING @ 24" O.C.JOIST <br />OR RAFTER <br />JOIST OR <br />RAFTER <br />'STC' PER <br />JOIST <br />PERPENDICULAR TO JOIST B PARALLEL TO JOIST A <br />TYPICAL NON-BEARING STUD WALL <br />'STC' EA. BLK'G. <br />NON-BEARING WALL BASE DETAIL <br />TOP OF CONC. <br />SLAB OR FTG. <br />NON BEARING WALL <br />2X P.T. SILL PLATE W/ <br />3 16"Ø RAMSET/RED HEAD POWER-DRIVEN <br />FASTENERS <br />@ 32" O.C. W 1 1 2" MIN. EMBED. <br />(LARR #22668, ICC ESR-1799) <br />EDGE WHERE OCCURS <br />TYPICAL CONNECTION AT CEILING JOIST HANGER <br />R.R.. PER PLAN <br />ROOF PLY., PER PLAN <br />SEE FOR ITEMS <br />NOT NOTED <br />TYPICAL CEILING JOIST DETAIL <br />CEILING JOIST SCHEDULE <br />2X CONT. LEDGER W/ <br />- (2) SDS25412 (SPAN "D"&"E") <br />- (3) SDS25412 (SPAN "A","B", &"C") <br /> AT EA. END <br />STUD WALL <br />SEE PLAN <br />CEILING <br />JOIST <br />SUPPORT <br />TJI JOIST OR RAFTER OR SAWN <br />LUMBER JOIST @ 24" O.C. <br />MAXIMUM SPACING (SEE PLAN) <br />CONTINUOUS 1X6, (2) 8d EACH CEILING JOIST <br />2X4 HANGER JOIST <br />SUPPORT AT EACH <br />CEILING JOIST W/ (3) <br />8d EACH END <br />PLYWOOD FILLER AT TJI W/ (3) 8d <br />FACE NAIL AND (3) 8d BACK NAILING <br />(OMIT AT SAWN LUMBER) <br />SPAN # <br />A <br />B <br />D <br />20'-0" <br />16'-0" <br />12'-0" <br />2X8 @ 16" O.C. <br />CEILING JOIST PER PLAN SAME SPACING AS <br />FLOOR OR ROOF JOIST SEE PLAN <br />2X10 @ 16" O.C. <br />C <br />CEILING JOIST SIZE AND SPACINGMAX. SPAN BETWEEN SUPPORTS <br />8'-0"2X4 @ 16" O.C. <br />2X6 @ 16" O.C. <br />E <br />24'-0"2X12 @ 16" O.C. <br />HANGER PER S0.1 <br />SECTION AT STUD WALL PARALLEL TO CEILING JOIST <br />E.N. <br />SHR. WALL <br />PER PLAN <br /> <br />2X BLKG. @ 48" O.C. W/ <br />(2)-16d @ C.J. & (2)-10d <br />@ STUD <br />C.J. PER PLAN <br />S.W. PER PLAN TO <br />MATCH BELOW <br />WHERE OCCURS <br /> <br />STUD WALL TO MATCH <br />WALL BELOW <br />2X PLATE AT S.W. W/ <br />SOLE PLATE <br />FASTENER PER S.W. <br />SCHED. <br />TYPICAL FLUSH BEAM DRAG CONNECTION <br />SHEARWALL END POST PER PLAN <br />SHEARWALL PER PLAN <br />DOUBLE TOP PLATE <br />16d NAILING STRAP PER PLAN. <br />('MST48' MIN.) <br />BEAM PER <br />PLANPLYWOOD SHT'G. <br />PER PLAN <br />BEAM OR BLK'G. <br />TYPICAL <br />DETAILS <br />'T <br />' <br />/ <br />4 <br />PLAN <br />'T <br />' <br />12 <br />' <br />- <br />0 <br />" <br /> <br />O <br />. <br />C <br />. <br /> <br />M <br />A <br />X <br />. <br />TY <br />P <br />. <br />A <br /> SECT. B-B <br /> SECT. A-A <br />B <br />B <br />A <br />1 2" Ø X 3'-0" SMOOTH <br />DOWEL @ 32" O.C. <br />GREASE ONE END <br />NOTE: <br />CONTRACTOR SHALL <br />LOCATE JOINTS ALONG <br />COLUMN LINES WHENEVER <br />POSSIBLE. <br />1 8" WIDE SAW CUT <br />JOINT <br />CONSTRUCTION <br />JOINT <br />CONTROL JOINT <br />TYPICAL SLAB ON GRADE DETAIL <br />SLAB ON GRADE <br />TYPICAL CONSTRUCTION JOINT <br />(WHERE CONTINOUS POUR IS USED) <br />B <br />A <br />1 8" WIDE x T/4" DEEP PRE <br />FORMED STRIP OR SAW CUT <br />THE SAME DAY OF THE POUR <br />DEPRESS REINFORCEMENT <br />UNDER JOINT AS REQUIRED TO <br />CLEAR STRIP OR SAW CUT <br />SEE PLAN FOR <br />SLAB REINF. <br />(TYP., U.N.O.) <br />PROVIDE 4-INCH THICK BASE <br />OF 1/2 INCH OR LARGER <br />CLEAN AGGREGATE <br />VAPOR BARRIER IN <br />CONTACT WITH CONCRETE <br />COLD JOINT <br />STOP REINF AT <br />JOINT <br />#4 DIA. X 2'-0" LONG PLAIN <br />DOWEL @ 18" O.C. <br />GREASE ONE SIDE <br />SLAB REINFORCING <br />SEE PLAN, TYP. <br />SEE INSET <br />DETAIL A/- <br />"T <br />" <br />"T <br />" <br /> <br />/ <br />2 <br />"T <br />" <br />"T <br />" <br /> <br />/ <br />2 <br />1 <br />1 <br />2" <br />C <br />L <br />R <br />. <br />12"12"12"12" <br />NOTE: <br />1.CONTROL JOINTS TO BE LOCATED AT COLUMN CENTER LINES AND <br />AT 20'-0" O.C. MAX. AND EVERY 400 SQUARE FEET. <br />2.IF SAW-CUT CONTROL JOINT TO BE USED, SAW-CUT WITHIN 24 <br />HOURS OF POUR. <br />3.SEE PLAN FOR "T". <br />SLAB ON GRADE AND CONTROL JOINT <br />AND CONTROL JOINT <br />SCALE: 1"=1'-0"32 <br />12/30/24 <br />12/30/2024 <br />UN <br />I <br />T <br />74 <br />0 <br /> <br />W <br /> <br />S <br />t <br />. <br /> <br />A <br />N <br />D <br />R <br />E <br />W <br />S <br /> <br />P <br />L <br />A <br />C <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />- <br />2 <br />6 <br />2 <br />1