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I 00 11 18 o I i <br />2P3 S6.0 D2 -7/2 I I N S6.0 D2 -7�h" 1 18 11 1 <br />2P3 L______J TE T SLAB- J N S6.0 D2 -7h _._. -7�/z D2 S6.0 N - 1 ---� 2P3 -7%z" D2 S 0 2P3 I STHD14 <br />3y2 <br />:r - - - - - - - - - - - - - - - - - - - - - - - - - <br />---- CONC. 2P3 1,_0„ 1,_O„ N 4 2P3 2P3 � w 1'-0" 1,_0» 2P3 3},�- <br />CONC. <br />SLAB 8 -3 3 -8 1-6�" 8'_3" 1-6�" 8'-3" SLAB <br />11" 4'-6„ 7„fill 2'-9» 16'-3" 2'-6" 3'-7Y2 -3' 2'-0" 10'-3" 1'-10X" 4'_p' 11'-4" 1'-10Y2" 10'-3" 2'-0" -3' 3'-7Y2» 2'-6,1 <br />6'-0" 25'-7%„ 19'-01, 16'-3,, 2,_g„ fill 7„ 4 -6» 11„ <br />15'- 4" 19'- 0„ <br />25'-7Y2" 6'-0„ <br />53'-4" <br />96'-4" ZI <br />BUILDING TYPE E <br />FOUNDATION PLAN <br />BUILDINGS 5,8,9,16,19 & 23 <br />FOUNDATION NOTES <br />+33" <br />ELEVATION AT TOP OF CONCRETE <br />+20" <br />FINISH SLAB ELEVATION <br />GROUT REQUIRED @ POST BASE <br />••••••......••••• <br />R-10 PERIMETER INSULATION <br />O <br />SPREAD FOOTING TYPE - REFER TO <br />SCHEDULE <br />sW# <br />SHEARWALL TYPE - REFER TO ll/S1.2 FOR <br />ANCHOR BOLTS <br />�- HD # <br />HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 <br />cD <br />00 <br />l �#rt�trp <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />FOOTING SCHEDULE <br />FTG. <br />SIZE <br />DEPTH <br />REINFORCING <br />REMARKS <br />18" x 18" <br />loll <br />(3) #4 EA. <br />WAY BOT <br />—� LOCATION OF DOWNSPOUT., <br />PROVIDE TIGHTLINE AND RISER BOOT <br />F.O.C. FACE OF CONCRETE <br />PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. <br />REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE <br />10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING <br />GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED <br />TO 95% MAXIMUM DRY DENSITY. <br />BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW <br />ADJACENT GRADE UNLESS OTHERWISE NOTED. <br />REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. <br />REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR <br />ADDITIONAL REQUIREMENTS. <br />CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. <br />PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL <br />BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL <br />SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. <br />Sheet Order: A B U F R E S <br />v <br />a� <br />er, <br />a <br />c <br />z <br />O <br />`^ <br />�- <br />F <br />C� <br />z <br />Zof <br />O;O <br />ui <br />iof <br />m <br />�W <br />U Y <br />�c <br />a <br />� <br />W <br />Y <br />O <br />m <br />M <br />0 <br />(0 <br />1 <br />o <br />6 <br />(D <br />t,� <br />0 <br />c <br />CV <br />s <br />u� <br />0_ <br />0 <br />aa=o <br />v <br />to <br />o � <br />a O <br />a �0 <br />W� <br />N <br />CL <br />a <br />� <br />^ <br />CL <br />co <br />r <br />O <br />o N <br />r <br />z <br />� <br />o <br />�O <br />Z <br />�, a <br />Q <br />Z z <br />a <br />3 ; <br />j <br />a 0 <br />0 0 <br />MIIIIIII <br />m <br />M <br />W <br />c <br />-� <br />y T <br />v� <br />E <br />O <br />Q <br />W <br />0 <br />° <br />U <br />L <br />c <br />N <br />N <br />�. <br />O <br />�a <br />16. <br />o <br />Ill <br />° <br />1— <br />w <br />Z <br />c <br />�..+ <br />O <br />O <br />o <br />0) <br />(L <br />a <br />Job No.: 13-47 <br />Sheet No.: <br />F14 <br />