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P6 o i `_ .. . o � � . o � o <br /> � � <br /> i � <br /> �, -3�h" 5 : N I N p'-0» -3/z„ I <br /> ' 12" DP MAT SLAB ' ' D2 ROBERT E. WEIBLE <br /> _ . _ _ _ _ _ _ _ _ _ <br /> �;� - W�#5 @ 12" O.C. � � STATE OF WASHWGTON <br /> , ' � HDU14 HDU14 <br /> P6 1 _E,W. TOP AND BOT._ ; STHD14 <br /> "�, � STHO �F P4 ; 2P3 2P3 <br /> � STHD14 D2 ����r/`�/`�.� �/� ' �/i�,��. �� � � � ����_ <br /> . i �� , 5 12" DP MAT SLAB <br /> ,- � D2 2 � D2 W/#5 @ 12" O,C. -.=3 <br /> � � D 2 ' �' <br /> P3 \ , N \ 6 11 � E.W. TOP AND BOT. 14 15 � �= <br /> j P6 � P6 i' ' ' D2 S6.0 � D2 S6.0 � C� <br /> � � o� _ a o o ,;; <br /> ' � ; � 0'-0" � HDU11 � ; \ , � � , � , <br /> STHD14- '„�c.� 1,2 P3 I � 3-9/4" ' 3-9�4' t� <br /> HDUS- , � S1.3 � '� HDU8 HDU8 <br /> =N ' •. POST � � � �; . <br /> I / ` <br /> _ ..___.. _ _ <br /> a. —� ,_ _� - �� �� � ABOVE Q'-0„ P3 HDUS , I'3 HDU8 � - <br /> _ � .; <br /> ' `_ �� f ; -� �.-.�� , ._ . 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I � �g �� ' I CONC. � � � <br /> ' j 2P3 S6.0 D2 -7�/2 I I N S6.0 D2 -7'h" � -7� „ � � 0 <br /> I SLAB � � SLAB I <br /> . <br /> 2P,� TE T L----J N S6.0 D2 �----� N � � <br /> . <br /> � ; � <br /> _ <br /> L———____________________________________——_.— <br /> 3�z�1 2P3 ��_��, �,_�,� N 4 2P3 4�, <br /> � CONC. �— ' <br /> SLAB � 8'-3,� � 3'-8" 1,_6��� 8,_3„ 1,-6�» 3,_8„ �,_6��� M o <br /> � '� W <br /> � � <br /> 11„ 4'-6» 7»6° 2�-9" 16'-3" � 2'-6" 3�-7��� 1�-3"� 2'-0" �_ 10'-3" ^ 1�-10��� 4�-0" 11'-4�� 1 4'-0" a II <br /> �— �r �„ _ <br /> 6'-0" 2 5'-7�2 � 19'-0" 15'-4" �5� d. . <br /> � <br /> � � <br /> . 68'-8» <br /> 111'-8" 0 <br /> � <br /> 18" � <br /> � " <br /> � <br /> � BUILDING TYPE H FOUNDATION PLAN � � <br /> � � <br /> 1/4"=1'-0" BUILOWG 28 � Q <br /> / � <br /> � C Q <br /> W o ° � <br /> � a� � � <br /> FOOTING SCHEDULE <br /> � � � °��' <br /> - � � t <br /> J � <br /> . FTG. SIZE DEPTH REINFORCING REMARKS � � � <br /> a� 0 <br /> �� �� » „ (3) #4 EA. � � Z <br /> 18 x 18 10 WAY BOT W � � <br /> FOUNDATION NOTES � W = <br /> � o <br /> ._ � <br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � � <br /> PROVIDE TIGHTLWE 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 REQUIREMENTS. �, Q a <br /> a GROUT REQUIRED @ POST BASE o � <br /> CONCRETE CURBS�STEMS ARE 8" UNLESS NOTED. _' � <br /> ••••••••••••••••• R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. m <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED W SLAB, PROVIDE PROVIDE 4" PERFORATED FOOTWG DRAINS AT PERIMETER OF ALL i a <br /> SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING <br /> � O BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL = <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED W <br /> sw# SHEARYVALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. �- <br /> ANCHOR BOLTS z�oh No.: 13-47 � � <br /> HD # HOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18 MWIMUM BELOW � Sheet No.: <br /> � � ADJACENT GRADE UNLESS OTHERWISE NOTED. � <br /> m F24 <br /> Sheet Order: A B U F R E S D I � <br /> — _ <br />