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TOP AND BOT. � i D2 � P3 =� <br /> : ' ; D2 S6.0 0 ' j' `- P6 � P6 � ; ; � <br /> , I I �- � = � \ .,, <br /> ��f0'-0" � +0'-0" ' . � � HDU11 � , , \ � �� <br /> 3'-9�4" � I � P3 l 2 CO 0 -0' „� c- <br /> ;� I ` , cv STHD14 � <br /> HDU8 ' i ` '- � S9.3 � HDU8 ���` , <br /> ` P 3 I HDUS POST I � � :�; <br /> ' ' , +0'-0" ABOVE � � ! _ Ca)-_ � z =�- <br /> ; ; I ; � / . � _ _ __. i O , <br /> ------ _ ----i- l __ __..- . _ � y� ' 1- .r <br /> , _v :: ---- ------ _ <br /> _ <br /> i , ; Y i --_--� . �; <br /> _ ._.:,\_ ; � � <br /> �_,, „ � z � <br /> � � r' <br /> � r. <br /> E <br /> I \ .' 1�-2� ,N � 0 .._ <br /> . � ` I ; - � � ( ' ¢ r °' � 10'-8" 2�-�`'�4 1 -g�2��, 6,_�,� \ � � Y �; <br /> i � ' � s � � �� I I - <br /> � 4'-5/2'1 � � � 3'-8�4" � 8 0'-0" � � � _ � <br /> II ; I , � <br /> U <br /> � �== <br /> P6 : P6 P6 , � '' 5'-4" D2 Z Y <br /> _ � Q <br /> � __ O m <br /> i i - <br /> I <br /> . _ I co co '� <br /> w w w _ 9 » w 13 r- <br /> _ 1 � - <br /> . . . . 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I o0 18 11 � � 11 18 i I I 11 18 � � <br /> -7�/" ' I SLAB � ,� -77h" ' !. -7%2" D2 S6.0 N I I -7�h" I STH014 � � <br /> D2 L__ J N S8.0 D2 L__-___J 2P3 D2 S6.0 2P3 � ---� (L <br /> -- � o � � <br /> 3h�— ----------------------------- ----� � <br /> - i 4�, _ , 2P3 � ,�' N 1 _0» �,_Q�� 2P3 i � - - <br /> -3" �� 6�� 3'-8" �� 6�� 8'-3" 1,_S/ I 8,_3, CONC. � <br /> � SLAB � <br /> 1'-4" 4'-0" l l'-4" 1'-10�,� 10�-3° 2'-0° 1'-3' 3'-7�2� 2'-6" 16'-3" 2�_9,� 6»�„ 4,_6„ ��„ a � <br /> 15'-4" 19'-0" � 25'-7��� g�_�,� N et <br /> � <br /> � <br /> 68'-8" <br /> �i 1�1�-8" <br /> a � � <br /> � <br /> a� <br /> � � <br /> � �J I L � � N � T'1'PE F FC�UNDAT{ON PLAN � � <br /> 1/4"=1'-0" BUILDWGS 2-4,11,12,15,Z5 & 31 � � <br /> � �' <br /> � � <br /> � � � <br /> � L�0 <br /> � � � ' <br /> . � � � <br /> FOOTING SCHEDULE � � � <br /> � � � <br /> FTG. SIZE DEPTH REINFORCING REMARKS � .� � <br /> � � <br /> � 18" x 18" 10" WAY#BOTA � > � <br /> FOl1I� DATIC� N NOTES �" '� � <br /> � � <br /> +33" ELEVATION AT TOP OF CONCRETE --� LOCATION 0� DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. ■"� � <br /> PROVIDE TIGHTLINE AND RISER BOOT � <br /> +20" FfNfSH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � <br /> F.O.C. FACE OF CONCRETE ADD(TIONAL REQUIREMENTS. �, <br /> � GROUT REQUIRED @ POST BASE <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> PORCH SLAB ON GRADE SHALL BE 3 1 2" MINfMUM THICKNESS. � <br /> ••••••••••••••••• R-10 PERIMETER 1NSULATfON � <br /> REWFORCE W1TH 6x6 W1.4xW].4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6 FREE DRAINING BUILDfNGS. MAY BE OMfTTED PER CIVIL AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED � <br /> sw# SHEARWALL TYPE - RE�ER TO �1/51.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUfLDING. � � <br /> ANCHOR BOLTS �� Joh Na.: 13-47 <br /> HD BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW o <br /> ,�/— # HOLDOWN TYFE - REFER TO SCNEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. J Sheet No.: <br /> � <br /> � � <br /> � <br /> � � � . <br /> � <br /> Sheet Order: J� U F �► � � � I � <br /> _ <br />