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I � 18 17 � � �� , �� -2-1%z" D2 S6.0 N I I -2-1%z" 11 l8 � \�-STHD 14 J � � <br /> SLAB I � <br /> , <br /> ,�„� - L----J � S6.0 D2 2P3 D2 S6.Q 2P3 � � � <br /> ; C� � � <br /> O <br /> __ _— -----------------_'—_'_---�---___—._._---J <br /> 4 2P3 � N 1,_��, 1,_�,� 2P3 3%2�� <br /> , � ,� - � n , � b l CONC. � o . <br /> �_3�� 1-6� 3'-8" ��-6� 8=3" l-6� . /. 8�-3�� SLAB .� <br /> � � <br /> 1'_4" 4'_p" l 1'_4" 1'-�0��� 10'-3" 2'-0" 1'-3 3-��2 2'-6" 16'-3" 2'-9„ 6�,�» 4�_6„ 1��� a II <br /> • � � <br /> 15-4" 19'-0" � 25'-7�2 ` 6'-0 " d <br /> �� � <br /> 68'-8° <br /> 11 i'8° 0 - - r <br /> �g �'+ <br /> � <br /> � <br /> � � <br /> B U I LDI NG TYPE H FOUNDATION PLAN p � � <br /> 1/4"=1'-0" BUILDING 28 � � <br /> . � � <br /> � � <br /> � � � <br /> W o � c.� <br /> . � � � N <br /> FOOTING SCHEDULE 0- � �' � <br /> � O � � <br /> , J � <br /> FTG. SIZE DEPTH REINFORCING REMARKS = � i <br /> � � L � <br /> . � 18" x 18„ 1��, (3) #4 EA. � O ; Z <br /> FOUNDATION NOTES WAYBOT <br /> f- w � <br /> . � 0 <br /> ._ � <br /> +33" ELEVATfON AT TOP OF CONCRETE —� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � _ � <br /> PROVIDE TIGHTLfNE AND RISER BOOT � _ � <br /> +20'� FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR �, O <br /> F.O.G FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � � a <br /> � GROUT REQUIRED @ POST BASE CONCRETE CURBS�STEMS ARE 8" UNLESS NOTED. � � ` <br /> • �R-10PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2 MINIMLlM THfCKNESS. � • <br /> ................ m <br /> REINFORCE WfTH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL i a <br /> OO SCHEDULEOOTING TYPE - REFER TO GRAVEL OVERRFIRM NfATI BE O�ILSLOR �TRUCTURALEFILDLRCIO PACTED BUILDfNGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL � <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 /> Job No.: 13-47 <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � <br /> �- HD # HOLDOWN TYPE - REFER TO SCNEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED, � Sheet No.: <br /> � <br /> � � F25 . <br /> Sheet Order: A � U F R E S D I � <br /> -- - -- - — — <br /> — — - ---- - — - — -------- �_ <br />