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WEIBLE <br /> �, �..w._ _� ,�. �_ <br /> W�#5 � 12�� O.C. '. - ; �� ��, � _..i � _�_ � ,�.�. STATE OF WASHINGTON <br /> � E.W. TOP AND BOT. ` � ' � ; t � HDU14 � � HDU14 <br /> ^� P66 , - � STHD , F STHD14 P4 i I � 2P3 { ' 2P3 <br /> � i STHD14 D2 t � ' � <br /> � � � � � � � � 5 � ; 12" DP MAT SLAB i � <br /> � � � <br /> � , D2 _ � # � ' � D2 f � W�#5 C� 12" O.C. i ; , � <br /> P3 s \ �� � ; N � � ; 6 11 � E.W. 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HDU5 ABOVE o � � ' � NDUS ABOVE o � N Q' p <br /> I I i FOR HDU5� s � � ; ;n i � � , r�` j <br /> ABOVE ( , <br /> � <br /> L -7�/2" P6 -J ; » i D2 � HDU5 � � 0'-0" i BT � B_ ' -1'-6" � B-� Z Z <br /> � 5 4 ' � — <br /> ; � � � � � S1.�F � S1.4 I ' � S1.4 � <br /> _ � � <br /> ` ° D2 ' 3 ; HDU5 � i� � SWSB1 x7 �.y �s �— <br /> � -i-0'-0 � � DU8 20'-6" HDU8 �M ;,.-..,� DU8 , � � � F1 9 ° � � � Q <br /> . - I � I o - ; � ' a <br /> � I ' � � . \ ,i / � I I _ ' ' � Q � � m � • <br /> Q <br /> � � _�..., �_�.. � _3�/z"I , ��-.� .. ,-� , ___.___�._._, i � D2 � ; �� � � � D2 � ; }cv m Z 3 � <br /> �__._�.____. , � <br /> ' ' ' I �------� ' g... ._,. I » I I „ I a `� <br /> ' I I I ! 0 1 � 3%2 � �_ / f � 3%z I �� / ^ � c` � <br /> STHD14 � 18 91 � „ I I � � i 18 11 � » ; ' i CONC. I � 18 11 _ � » � I CONC. I � J O � <br /> I -7/z I I � N S6.0 D2 -7/� � � I SLAB I - 7 ' I SLAB � <br /> � 2P3 S6.0 D2 2P3 L-------� __.�.,__ TE T - �" L----J `" S6.0 D2 �-----J `� � LL <br /> �( o _ � <br /> ---- -------------------------------- <br /> � -3Y�r 2P3 �,_�» �,_�» � 4 2P3 4„ <br /> CONC. > » ���61 � � ,� t'-6 ^ > » ��_6� „ /� o <br /> SLAB 8'-3" 3-S � 8-3 � 3-8 � W _� <br /> a� � <br /> 11» 4,_6,� �,>6" 2'-9" 16'-3" 2'-6" 3�-7�21r -3' 2'-0" 10'-3" 1'-10�� 4'-0" 11'-4'� 4'-Q" a II <br /> ,� �., <br /> . g�_p�� 25'-7�2" ` 19'-0'� 15'-4" 15 � <br /> � <br /> ,; <br /> 68'-8" <br /> � <br /> 111'-8" � <br /> �8" � <br /> � <br /> � � �+ <br /> BU I LDI NG TYPE H FOUNDATION PLAN p � <br /> 1/4"=1'-0" BUILDINC 28 � � <br /> ' � Q <br /> � _ � <br /> W o ° � <br /> � a� � N <br /> � <br /> FOOTING SCHEDULE a � � � <br /> � � � t <br /> , J � <br /> FTG. SIZE DEPTH REINFORCING REMARKS = .� i <br /> � � � 0 <br /> 1� 18" x 18" �p,> (3) #4 EA. � O ; Z <br /> FOUNDATION NOTES WAYBOT <br /> H- w � <br /> � o <br /> .� � <br /> +33" ELEVA710N AT TOP OF CONCRETE —� LOCATION OF DOWNSPOUT: 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 N O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. �, Q a. <br /> � GROUT REQUIRED � POST BASE „ � � <br /> CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. _ �, <br /> ......,X....... <br /> R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS, � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL ! Q <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL T <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SDILS OR STRUCTURAL FILL COMPACTED 2 _ <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 BOLTS � 1ob No.: 13-47 <br /> � BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW z <br /> �� HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.: <br /> � <br /> m F24� <br /> Sheet Order: A B U F R E S D I � <br /> T <br />