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I � � Q � � <br /> � _ � �> ' � 1 SLAB I .i _ ��» - I SLAB ! i <br /> STHD14 � S 6.0 D 2 -7�/z" 2 P 3 I I �w_�__� N S6.0 D2 7/z T E T `_N "_w N S 6.0 D 2 --� N � --� �.L. <br /> � 2 P 3 L-------� L----� L-- � <br /> � o � � <br /> L———— ———————————————————————————————— <br /> 3�'� 2P3 ��_�» �,_�» .� 4 2P3 4,� m <br /> CONC. 8'-3" 3'-8" ��_6�n �,_3„ �,_6�„ 3'-8,� ��_g�u � o <br /> SLAB - <br /> � r <br /> 11,� 4.-6�, ���6,� 2,-9" 16'-3" 2'-6" 3�-7Y2r� -3' 2'-0" 10'-3" 1'-10 2" 4'-0" 91'-4" 4'-0" _ � 11 <br /> � <br /> 6�_p�� 25'-7�2 I 19'-0" 15'-4" fi�' �t <br /> f*M17 . . . . . . . . . . . . .. . _ . . T <br /> 68'-8" <br /> 111'-8" <br /> r . . . . . . . . . . . . . . . . . . n ,� <br /> %�\ <br /> � <br /> � <br /> . � � <br /> U I FOU N DATION PLAN p � <br /> � � <br /> 1/4"=1'-0`' BUILDINGS 2-4,11,12,15,25 & 31 � Q <br /> � � � <br /> � •� V <br /> � � � <br /> .�. <br /> FOOTINC SCHEDULE � <br /> � O � 3 <br /> J � � � <br /> FTG. SIZE DEPTH REf NFORCING REMARKS = � i <br /> � � i 0 <br /> 1�. 18" x 18„ ��» (3) #4 EA. � � ; z <br /> F O U N D A T I � N N � T E S WAY BOT � W O <br /> �F�+ � <br /> +33" ELEVATI�N AT TOP Q� CONCRETE �o LOCATION OF DOWNSPOUT: REFER TQ SN�ETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGNT�INE ANQ RISER BOOT � <br /> +20" FINISN SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR O <br /> F.O.C. FACE OF CONCRETE ADDITIQNAL REQUIREMENTS. � (,�„ <br /> �� GROUT REQUIRED C� POST BASE , � <br /> CONCRETE CURBS/STEMS ARE 8' UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADF SHALL BE 3 1/2" MINlMUM THiCKNESS. <br /> R-10 PERIMETER INSULATION � � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED iN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING QRAINS AT PERIMETER OF ALL � <br /> � SPREAD FOQTING TYPE — REFER TO 10 MIL. VAPQR BARRIER BELOW SLAB OVER 6" FREE DRAtNING BUILD{NGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL � <br /> �_/ SCHEDULE GRAVEL OVER FIRM NATIVE SOILS QR STRUCTURAL FILL COMPACTED 'J <br /> TO 95% MAXIMUM DRY DENSITY. SLOPE �XTERIOR SLABS 1 8" FT AWAY FROM BUILDING. '� � <br /> sw# SHEARWALL TYPE — REF�R TO 11/S1.2 FOR � � �, 1ob Na: 13-47 <br /> ANCNOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � <br /> �— ND # �{p�pOWN TYPE — REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERW(SE NOTED. - Sheet Na.: <br /> � <br /> � F17� <br /> Sheet Order: �1 � u F R � S � � � <br /> T <br /> �� <br />