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FTG CAST !�' (L � � <br /> SLAB � _.. w..___ y �..W� .__._._, + � � -3%2 � „ � � , � � „ 4X4 W/ ABU4 OST BASE � ' :, � D2 ------------------ --J � IN PQRCN r � � <br /> s �..,.W.._._.__....._..�__, a � -3/2 ( "' � -5J�4 � 1 ; , P6 ( o <br /> _, .. <br /> � �d_..__.�.,� _.. �-_ _ .�.� �. �_�_..��. � SLAB M � <br /> 6x6 W � , I P3 p3 I - I 17 �� .� <br /> CBSQ66 � � � 4X4 W A 44 POST BASE � �7 ��i D2 D2 -5�/4" � `D t 6x6 W � <br /> . POST BASE � � „ � � 4X4 W/ ABU4 OST BASE � � - � ( .. <br /> \ I � � 8 � � ----- ----- ----- ---------------- ---- I CBSQ66 Q � <br /> ,� � I <br /> L_ �6� _� ,-- P4 '�, I � „ 17 17 � � \ - -;,, � I � POST BASE r � <br /> � -i 17 r- � -5/a D2 D2 -5�/a" � ^ �. P4 ` -6" � � n LL <br /> 9B D2 I �r, ---- ---------------- �- -1 Z I�. <br /> -- -- -- -- ---------------- <br /> S6.0 ---+- - {-- 4x4 W/ ABU44 \ � - -\ ---- \ � � I -� D2 �-- 9B 'n � Cfl m Q <br /> �-- - -� \ POST BASE 4'-0" 3 9" 4'-0" 6� 4x4POS TBASE `� -+ - -1-- S6.0 Q t/� Q a > <br /> 9 B 1 3�4 \ �_ r _� � � � 0 <br /> 11%° � 6'-0/q» ���A gB 4�_�» 9» 9„ 4�_�» �8 S6.0 J �_ � <br /> 56.0 �4'-g 3 � 1 � 1 1 � <br /> 1 1'-8�g" 1 1�" 3��� 14'-6�8 S6.0 ���" 7'-11�2' 11/" 6�_3/,> 14'-63 � � <br /> 7'-11�4" <br /> 2 � �� 11 -85/g» ���» 6�_��4„ it%� � •� <br /> = <br /> CONC. STEPS AS NEEDED �-���4� � � <br /> CONC. STEPS AS NEEDED � m o <br /> TO MEET FINISHED GRADE , <br /> TO MEET FWlSHED GRADE " � <br /> a �� <br /> v� <br /> d' <br /> � <br /> �r <br /> � <br /> W <br /> BUII. DI � � <br /> NG TYPE B FOUNDATION PLAN � <br /> �/4��=��-o„ � <br /> BUILQINGS 6,7,10,13,14,20-22,24 O � <br /> � � <br /> � = Q <br /> W o � C� <br /> t!� � ._ �, <br /> � <br /> �1, � <br /> FOOTING SCHEDULE s p � � <br /> J = � � <br /> FTG. SIZE DEPTH REINFORCING REMARKS �' <br /> �i � � <br /> �• 18" x 18" >, (3) #4 EA. " y Z <br /> FOUNDATION NOTES � 10 wAYBaT W I� w � <br /> � �+33" ELEVATION AT TOP OF CONCRETE -� LOCATlON OF QOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. •� � <br /> PROVIDE TIGHTLINE AND RISER BOOT � � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR Q <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. O 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. T' <br /> •••••••••••••••�• R-10 PERIMETER INSULATION l <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROV(DE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � � <br /> O SPREAD FOOTING TYPE - RE�ER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAlNING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL. m <br /> SCHEDULE GRAVEL OVER F1RM NATIVE SOILS OR STRUCTURAL FILL COMPACTED w <br /> sw# SNEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING � <br /> ANCHOR BOLTS � 1ob No.: 13-47 <br /> �- HD # HOLDOWN TYPE - REF�R TO SCHEDULE 6/S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18' MINIMUM BELOW z <br /> ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.: <br /> � <br /> m F4� <br /> Sheet Order: A B U F R E Jc � � r <br /> _ <br />