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' P 3 P 3 ( N � <br /> 6x6 W � <br /> CBSQ66 ( j j 4X4 W/ A 44 POST BASE 4X4 W/ ABU4 OST BASE j �, _ � <br /> : � � � � T V <br /> �N POST BASE l ^6" �, � � P4 �.r, I - 17 17 j ' � Q � m Q <br /> i �---� 1 7 r � �� -5%a" D2 D2 -5�/4" � � � <br /> o > <br /> � 9B D2 ^ ---------- -- -- .-- -- ----------__�---__ � � � <br /> ��-.' ����.��� <br /> T��� L <br /> � . . . . . � � � � <br /> S6.0 I I 4x4 W/ ABU44 � \ \ � � � <br /> L- - � ' POST BASE � <br /> \ m <br /> gg 4,_�„ g» 9» 4>_�,� gB , <br /> 11�" � 6,_Q/4„ � ,� 5 �, ���» S6.0 14�-63�8» _ 14'-63�& S6.0 11�„ 7'-10" ��� � p <br /> 11� 11'-8�8 <br /> 7'-11�q" �; � <br /> a ll <br /> CONC. STEPS AS NEEDED `�' �. <br /> TO MEET FINISNED GRADE r <br /> � U 1 L � I I�I G TY P E C FOU N DATION PLAN � <br /> 1/4°=1'-0° BUILDINGS 1,26,29,30 � <br /> � � , <br /> � � <br /> o � . <br /> � �' <br /> � � Q <br /> FOOTING SCHEDULE W � � U <br /> � <br /> � �= N <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � N � <br /> � � <br /> C <br /> (3) �4 EA. .� � � <br /> � 1 8" x 1 8" 9 0" WAY BOT � � L ' <br /> FC� UNDATI4N NOTES � � °' � � <br /> W � > Z � <br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � W � <br /> PROVIDE TIGHTLINE AND RISER BOOT .;.r O <br /> +20" FWlSH SLAB ELEVATION REFER TO GENERAL STRUC7URAL NOTES SHEETS S1.0 & S1.1 FOR ■� � <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. _ � <br /> � GROUT REQUIRED Q POST BASE / „ � � <br /> CONCRETE CURBS STEMS ARE 8 UNLESS NOTED. O <br /> •••••••••�••••••• R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM TNICKNESS. � � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRlER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVE� OVER FIRM NATIVE SOlLS 0� STRUCTURAL FILL COMPACTED � <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FQR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDlNG. o � <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SNALL BE 18" MINIMUM BELOW U � <br /> �- N� # HOLDOWN TYPE - ftEFER TO SCNEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Job No,: 13-47 <br /> z <br /> � Sheet No.: <br /> � <br /> � � �� <br /> Sheet Order: � � U F � E � D � � <br /> -r <br />