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<br /> I I � FC�U N DATION PLAN p �
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<br /> 1/4"=1'-0" BUILDINGS 2-4,1 1,12,1 5,25 & 31 � �
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<br /> FO � TING SCHEDULE �
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<br /> FTG. SIZE DEPTH RE(NFORCING REMARKS �' �
<br /> ��' � � �' 0
<br /> 1� 18" x 18" 10" �3) #4 EA. � � ; �
<br /> F O U N D A T I �.s �I N O T � S WA Y B Q T � � �
<br /> •'� �}
<br /> +33" ELEVATION AT TOP OF CONCRETE ---,► LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � �
<br /> PROVIDE TIGHTLINE AND RlSER BOOT �
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR O
<br /> �.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � Q,,,
<br /> �� GRQUT REQUIRED � POST BASE �
<br /> CONCRETE CURBS/STEMS l�RE 8" UNLESS NOTED. �
<br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1/2" MlNIMUM THICKNESS.
<br /> R-10 PERIMETER (NSULATION � �
<br /> REINFQRCE WfTH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL �
<br /> � SPREAD FOOTfNG TYFE – REFER TO 1Q MIL. VAPQR BARRIER BELOW SLAB OVER 6" FREE DRAINING BtJILDINGS. MAY BE OMlTTED PER CIV(L AND GEOTECH APPROVAL �
<br /> SCHEDULE GRAVEL OVER FIRM NATlVE SOlLS QR STRUCTURAL FILL COMPACTED �
<br /> 5w# SHEARWALL TYPE – REFER TO 11 S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIQR SLABS 1/8"/FT AWRY FROM BUILQING. �
<br /> / � 1ob No.: 13-47
<br /> ANCHOR BOLTS 80TTOM OF ALL TURN DOWN EDGES SNALL BE 18" MlNIMUM BELOW �
<br /> �— N� # HOLDOWN TYPE – REFER TO SCHEDULE 6 S1.3 � Sheet No.:
<br /> � ADJACENT GRADE UNLESS OTHERWISE NOTED. �
<br /> � 1�
<br /> Sheet Order: � � u F � E S D � �
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