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98"x18"x1Q" FTG W/ (3)#4 EW BOT 10" SQ. GRADE BEAM W/ � <br /> � W/ 12"x12" CONC PLINTH, TYP. 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TOP AND BOT. � '' � ; HDU14 � � � � ; s � E.W. TOP AND BOT. � ROBEftT E. WEIBLE <br /> ' P6 � ;� � � z STHD14 E � � STHD14 � ;i �� P6 <br /> g 2P3 ; P4 = � THD14 � � =N STATE OF WASHINGTON <br /> 'c� � � STHD1 ; P4 z � , D2 STHD14 1 � <br /> � ; STHD14 , : ; , , <br /> i � � Q2 ��' � : 5� ; i ]2" DP MAT SLAB ; � �� 5 � ; 1 '� � � , <br /> � p2 2 � D2 ` � w�#5 � 12" O.C. � D2 � : 2 D2 '� �' <br /> p3 i � D2 E �I i � �= 6 �� � E.W. TOP AND BOT. � � N ; i �2 \ 3 P3 . <br /> [ N <br /> P6 ' i P6 `�' ' D2 S6.0 � ' "' `- P6 ' � ' P6 i °' <br /> � ° � � ; ;� o 0 3 0 12" DP MAT SLAB � ; o, � � � � <br /> � ' <br /> � � � � � � HDU11 , � � � � � � � � , „ g � � W�#5 Q 12" O.C. � i , i HDU11 � , „ =d. ; N <br /> �r- 1 -6� ° � � � n � � � � +n <br /> � j � � � � , -� -6 E.W. TOP AND BOT. � � o� 0 -0 00 <br /> -- STHD14 ; cv �- 1,2 P3 ! I ; � = 3 -9`4 a I � ? 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L__,_ _ . _.J ; A80VE � � 7 ' � � E '� - -- � . <br /> 2'-1%z' P6 � HDU5 � _1,-6" t "' 0 7 S , ABOVE : �._ _., � N <br /> ; , HDUS � P6 -7�/z" � Z � <br /> � D2 ' B- i B- � D2 � <br /> � 4" � ' <br /> ' � D2 ' � j HQUS i ., ; S1.4 SWSB1 x7 51.4 � HDU5 HDU f i � D2 � , , ;I., Z � <br /> 4" <br /> d�n _����,> � �� y,� � � ��. �.z 20'-6" � � .�. <br /> - ; DUS 20'-6' HDU8 � '��� = DU8 , ' ' F1 , � �i � HDU8 HDU � �-� "-�-� � <br /> - � 7 � : 3 a -� � � <br /> ; I i \ i <br /> I I ` . / „ J Q <br /> ��;.�._a, __,w_��. <br /> � �.m�_,�. � � ����._- � 1'-9%z�' �. a..� �_� _�� t � � D2 r �f ���, � � - � _ � � _ � � I-3%z j ._�._ : � .�.� � U <br /> � _ - <br /> _ _. , <br /> . � ".:: z . .` � » � � t. 3,... .� ( � � � m � - <br /> � � � t i o � a 3�2 � v� / . i ; o ( � � � � Z c Q <br /> � 18 �1 � � � � ; 11 18 i I I I m � � <br /> � 18 11 i i ' 3 � � i CONC, ( = i 11 18 > <br /> I -2'-1/z" I I E ' 18 11 > » - ' � " - � _, I I -7%z" � STHD14 Q = � <br /> STHD14 � _..... _,.� �v S6.0 D2 -2'-1%2" ��u.. ._3 I .� 2 -11h <br /> � 2P3 S6.0 D2 2P3 L-____-� TE T � SLAB_� c� S6.0 D2 '� - -� -7�/2 D2 S6.0 � �.� ..i L-�----J 2P3 D2 S6.0 2P3 � � O � p <br /> I ^ � �.L <br /> '----- -------------------------------- ---- 2P3 I P3 i 2 3 2P3 °° <br /> 0 <br /> 3Y" �'_p" ��_p�� . 4» N ---- -------------------------------- ----� <br /> 1'-0" 1'-0" 3Y2 � <br /> , CONC, � <br /> CO AB 8,_3,� 3>_8,> ��-6�� g�_3'� 1-6�n 8'-3" SLAB <br /> 11» 4�_6,, �,�6° 2'-9" 16'-3" 2'-6" 3�-7�2�j 1'-3' 2'-Q" 10'-3" 1'-10�" 4'_p" t1'-4" 1'-10��� 10'-3" 2'_0» ,_3> 3'-7�2�� 2'-6" 16'-3" 2'-g" 6°,7" q.'_g�� 1��� o . <br /> - <br /> � <br /> 6'-0" 25�_7�2`� _ I 19'-0" 15'-4" �9'-0" 25'-7��" 6�_��� a � . <br /> . . . . . . . . .. ....... . . .. . .. . . . . . . . . . .. .. . ... . . . . . . .. . .. . . . . . . . . . . . . . . . . . .... . ... . .. . . .. . .. . . . . . . . . . . . . . ... . . . . . . .. .. . . .. . . , . . . . . . .. . . . .. . N � .. <br /> 53'-4" <br /> � <br /> 96'-4" �i r <br /> 18 <br /> � <br /> BUILDIN � TYPE � FQUNDATfON PLAN � <br /> t/4°-7'-0° <br /> BUILDING 27 � <br /> Q. � <br /> o � <br /> , a� Q � <br /> > � <br /> � � o <br /> LI�1 0 .� � <br /> . � a� � � <br /> � � � <br /> FOOTING SCHEDULE a p a � <br /> J � � s <br /> FTG. SIZE DEPTH REINFORCENG REMARKS � _ *' L <br /> � ?� � 0 <br /> � 18" x 18" 10" W3AY#BOTA w O > Z . <br /> FOUNDATION NOTES ~ W � <br /> .�.� 0 <br /> ._ � <br /> +33" ELEVATION AT TOP OF CONCRETE —♦ LOCATION OF DOWNSPOUT: REFER TO SHEETS S6,0 FOR TYPICAL FOUNDATION DETAILS. � � � <br /> PRQVIDE TIGHTLINE AND RISER BOOT � _ � <br /> +20" FINISH SLAB ELEVATfON REFER TQ GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR N O <br /> F.O.C. FACE OF CONCRETE ADDITfQNAL REQUIREMENTS. z Q O„ <br /> �� GROUT REQUIRED C�? POST BASE � � <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � � <br /> •••••••�••••••••• R-TO PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMlJM THICKNESS. m <br /> REINFORCE WfTH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL ! Q <br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAlNING BUILDINGS. MAY 8E OMITTED PER CIVI� AND GEOTECH APPRQVAL � <br /> SCHEDULE GRAVEL OVER FfRM NATiVE SOILS OR STRUCTURAL FILL COMPACTED 2 <br /> TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR S�ABS 1 8" FT AWAY FROM BUILDING. � � <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR � � Job No.: 13-47 <br /> ANCHOR BOLTS `� <br /> HD # HOLDOWN TYPE - REFER T0 SCHEDULE 6/S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � Sheet No.: <br /> �— ADJACENT GRADE UNLESS OTHERWISE NOTED. � <br /> m F21� <br /> Sheet Order: A B U F R E S D I � <br /> _ <br />