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STEPS AS NEEDED � � �a��-���2�� CONC. STEPS .AS NEEDED � <br /> TO MEET FINISNED GRADE � <br /> TO MEET FINISHED GRADE � • <br /> ' 1 2 3 4 5 6 7 � _� <br /> � � <br /> O � <br /> � � <br /> � � p <br /> .f BU I LDI I�I � T�P� B FOUNDATION PLRN � 0 � V � <br /> , �J4"=1�-�" BUILDINGS6,7,10,13,14,20-22,24 � � � � <br /> � y � , <br /> , FOOTING SCHEDULE �' O � 3 <br /> J � � L � <br /> FTG. SIZE DEPTH REINFQRCING REMARKS � <br /> V � L 4 <br /> '�-�' 18" x 18" 10" W3�Y#BOTA L� Q � Z <br /> FOUNDATION NOTES �3� #5 ~ w � <br /> � 18" x CONT. 10" '� � <br /> CONT. .� <br /> � +33�� ELEVATlON AT TOP OF CONCRETE -� LOCATlON OF DOWNSPOUT: REFER TO SHEETS S6.0 F�R TYPlCAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLINE AND R(SER BOOT � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O <br /> F.O.C. FAC� OF CONCRETE ADDITIONAL REQUIREMENTS. � Q„ <br /> � GROUT REQUIRED � POST BASE � ' <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. r <br /> ,,,,,,,,,,,,,,,,, PORCN SLAB ON GRADE SHAL� BE 3 1/2" MINIMUM THICKNESS. � <br /> R-10 PERIMETER INSULATION � � <br /> REWFORCE WITN 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVfDE PROV�DE 4" PERFQRATED FOOTING DRA(NS AT PERfMETER OF ALL � <br /> � SPREAD FOOTWG TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIV1L AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOlLS OR STRUCTURAL FILL COMPACTEQ �� <br /> sw# SNEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXlMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. } .�.����- <br /> ANCHOR BO�TS �, 1ob No.: 13-47 <br /> �- HD # HOLDDWN TYPE - REFER TO SCHEDULE 6 S1.3 gOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � Sheet No.: <br /> � ADJACENT GRADE UNLESS OTNERWISE NOTED. � <br /> m F4 <br /> � <br /> r � <br /> Sheet Order: A g U F R E S � � � <br /> . . ... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . T � <br />