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<br /> 111'-8"
<br /> � �
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<br /> �
<br /> B U I L D I N G TYPE F FOUNDATION PLAN � �
<br /> ��4��_1'-0" O �
<br /> BUILDINGS 2-4,11,12,15,25 & 31 � �
<br /> � �
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<br /> W o ° �
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<br /> � � y a
<br /> FOOTING SCHEDULE � p �o y
<br /> —
<br /> � � � �
<br /> FTG. SIZE DEPTH REINFORCING REMARKS � *' i
<br /> � � L O
<br /> � 18" x 18" 1��� WAY#BOTA 1 � 1 Q � Z
<br /> � FOUNDATION NOTES W � w �
<br /> ,�.r 0
<br /> ._ �
<br /> +33" ELEVATfON AT TOP OF CONCRETE —� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � �
<br /> PROVIDE TIGHTLINE AND RISER BOOT �'
<br /> �' +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O
<br /> .,J :� F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. Q a
<br /> , `�,�- . a GROUT REQUIRED @ POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. �
<br /> � f _ �� � � • ,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. T �
<br /> • R-10 PERIMETER INSULATION f�EINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE �° � � �
<br /> O , PROVfDE 4 PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o
<br /> X SPREAD FOOTING TYPE - REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6' FREE DRAINING BUILDfNGS. MAY 8E OMITTED PER CIVIL AND GEOTECH APPROVAL �
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS QR STRUCTURAL FILL COMPACTED �
<br /> �� sw# SHEARWALL TYPE - REFER TO 19/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDWG. �
<br /> ` ANCHOR BOLTS � Job No.: 13-47
<br /> �x °° '� HD # HOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" M(NIMUM BELOW � Sheet No.:
<br /> �— � ADJACENT GRADE UNLESS OTHERWISE NQTED. �
<br /> m
<br /> � F18
<br /> Sheet Order: A B U F R E S D I �
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