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W_, �wf ��.n� � � �, ., 4_ � �.� N ° � 3Y -3�/2 � # �� S6.0 D2 I ; I 30"x� " r <br /> y � � �_ �v_.���r� <br /> Fl`U CAST �; ' � o ' � r t ` 3 P3 P3 � � � �- j � FTG AST Z � L <br /> IN ORCH I� P6 � - ---------- P+ --.� ; � , � �-X4 W/ ABU44 POST BASE 4X4 W/ ABU4 OST BASE � ; � __________ _ � pg � IN PO CH � � V- m � <br /> SLAB �� ;._..._� _ �,. .,���_.� �_.�.v_,. �.. ._�u___; � -3�/� 3�/2" � -�,, � -5Ya" � ; :__. , _� �_a =__ ._.�.__ � SLAB � CO y- � Q <br /> � 6X6 W ' ' I ��= p3 p3 I � � 17 17 � �I ^ _. _� � ` . _ �f - � (� � c � <br /> I 2 " " I -� i D2 D2 -5�/a cn c.i � � 6x6 O � -� <br /> CBSQ66 j� � N � 4�' W/ A 44 POST BASE 4X4 W/ ABU4 Os�' ASE i � �----- ----- ----- ------._.-_----- - ---_ i � � � CBSQ66 = �/ � 0 <br /> POST BASE „ � I � i I �� �� � i � � -- � I � POST BA�E � <br /> \�, I I � ^ '� `�' P4 -6" I � � .� <br /> �--� 17 r- --� `-� P4 � � -5%a" D2 D2 -5%4" � � �- -� 97 �-�.�1 � <br /> � 9B � D2 � � �N __,__ ����___.__����� _N �_ _RN __ �_�__�____���� __,__ _ aN � L� I D2 I ; 6B � •� <br /> � � <br /> S6.0 � 4x4 W/ ABU44 � � � � > > 9B I 4x4 W ABU44 � - <br /> 4-Q" 9" 4 0" � S 0 - <br /> S6.0 POST BASE � T I I ' m <br /> m o <br /> i t � POST BASE � � <br /> � <br /> �_ _ � `� ��j8» s5/�, 9B 1'-33�4» � � _ _ � � � <br /> 9 --•-- 98 S6.0 I a 11 <br /> S6.0 4,_Q„ 9» g>, 4,_Q�, � 6'-3 14'-6�g � 11'-8/g 1� 6'-0/q" � � <br /> S6.0 �8�, � 3 » 5 » 1 � ' <br /> 6>_a 4,> �,�� 14'-63�8�� 14'-63�g» 7'-11�2�, <br /> 23�4 7'-2�2" 11' 10�2,� 95/8,� i �7/8,. ���2» � 95/8, � ��j8 7'-2�2" 23�4" <br /> � <br /> 83�4' 19'-1" 15'-4" 15-4" 15-4" � 15-4" � 19'-1" 83�4�� <br /> CONC. STEPS AS NEEDED � 100'-11%2" `� <br /> TO MEET FINISHED GRADE TO MEETrF NISHEDNGRAD�E � <br /> � <br /> 1 2 3 4 5 6 7 � <br /> � � <br /> O � <br /> � � <br /> � � 0 <br /> BUILDII�I � TYPE B FC�UNDATION PLAN W � � U <br /> 1/4"=1'-0° BUILDINGS 6,7,10,13,14,20-22,24 � � _ � <br /> Q � y � <br /> FOOTING SCHEDULE � � � � <br /> � <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � � <br /> C.� � �, z <br /> � 18" x 18�, �p'� W3AY#B07TA � � W � <br /> F O U N D A T I O N N O T E S � ,8�� x CONT. 10�� �3� #5 � 0 <br /> corvT. ._ � <br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATlON OF DOWNSPOUT: REFER TO SHEETS S6.Q FOR TYPICAL. FOUNDATION DETAILS. _ � <br /> PROVIDE TIGHTCINE AND RISER BOOT � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUlREMENTS. Q a <br /> � GROUT REQUIRED C� POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. r <br /> •••••�••••••••••• R-10 PERIMETER lNSULATION v <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVfDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � a <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMlTTED PER CIVIL AND GEOTEGH APPROVAL m <br /> SCHEDULE GRAVEL QVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTEQ � <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � <br /> ANCHOR BQLTS �, lob No.: 13-47 <br /> HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � Sheet No.: <br /> �- ADJACENT GRADE UNLESS OTHERWISE NOTED. � <br /> m ��� <br /> Sheet Order: A B U F R E S D I � <br /> s <br />