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TOP AND BOT. <br /> \ STHD14 � STHDi�4 ( � P4 ' I ; 2P3 I �'4 I THD14 � ' � =N STATE OF WASHWGTON <br /> ' � � STHD14 \ <br /> co 1 D2 . ^ 5 12" DP MAT SLAB ;� �f _ ���_� D2 � °� <br /> �- D2 2 ; I ` �i D2 W��5 @ 12'� O.C. I ' D2 �i ( ' 2 D2 .- <br /> P3 ��r D2 ' � -� �� E.W. TOP AND BOT. ��- i ' � ': D2 '�. P3 <br /> � . I . N � � - 6 �� � � ; � N . I . � <br /> � � � P& ; � ' P6 �' ' ' D2 S6.0 � ' j' P6 � ' P6 i �N � " <br /> O I O O _ � N <br /> � - ��_O,� � HDU11 ' i � � � -f-0'-p» � � I HDU11 � _ 'd- � �' <br /> �� <br /> � STHD14 N _ � 1,2 P3 ; I ! � 3-S�4 � I ' � P3 1,2 � � � N STHD14 CO �^ <br /> HDU8 � S9.3 � : `- HDU8 . ' '- � S1.3 � , HDU8 �4 <br /> , , � _y <br /> ,_ <br /> N � -.� I ` POST , „ : P3 � POST � � � � �,;-r <br /> \ �� _. .__ ._ ._ __._.__.__ _ __. , � <br /> _� _ _ ...__ . /..__. _ � _ . _ � ABOVE +0 -0 ; I HDU& ' ! +0'-0" ABOVE� � � „ _ __ _ . <br /> '� - . _. _ . 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THREADED I : ' � +0'-0" <br /> I I ROD � � i , i ' n � � <br /> I I FOR HDU5 ROD ' ' � � ' <br /> I I ` ' ' I FOR HDU5 � '� <br /> � ' f"" j <br /> , <br /> � _ ' -- -I� ABOVE � ' � � HDU5 0'-p°, �n a HDU5 7 , ABOVE "-- -- ---� � �' e T. <br /> 7/2 P6 5 , 4„ I D2 ; I � B- I B- I D2 , ( P6 -71h � " � <br /> � , � <br /> 'n Q�_�» ; D2 � ' ; ; HDU5 I _. ,' S1.4 SWSB1 x7 S1.4 i NDUS ` � 4 2 � in � � <br /> ; 20'-fi�, `_. _ ..__ , , +0'-0 ,I OCa � <br /> �. DU8 HDUB DU8 , , HDU HDUB 20-6� HDU � ., � <br /> � � _ o � <br /> I � � 7 � _; � i ; � � � � � � <br /> '._.___.__,. , ___......_..-. I -3%z"I ___._ . ,. _._, __ .___ � � D2 � , �cv � :: ____ ., , .� __._ I-3�/z" I -. ._ ._ <br /> , : <br /> , c' _ _ ; ^ ,__ , <br /> � <br /> „ - � <br /> I i I � o I 3%2 j �� � I I � � � � m � <br /> STHD14 � 18 11 � „ I I ; ' i 18 11 _ , � 18 11 » , ' ' 11 18 � 11 18 � � � <br /> I CONC. I � i I i � <br /> j2P3 S6.0 D2 -7/z I I : € N S6.a D2 -7�/2 I SLAB I �� -7�/2 -7%2 D2 S6.0 N , I I -7%2" I STHD14 � � o � <br /> ' 2P3 L------J TE T �----� N S6.0 D2 L------J 2P3 D2 S6.0 2P3 � � ' � � � <br /> �---- -------------------------------- -3Y2� 2P3 , � 2P3 I � 2p3 -�„-- � � <br /> ------------------------ <br /> 1'-0' 1'-0" N 4 2P3 N 1'-0" 1'-0° 3/2 -------- ---- � � . <br /> CONC. $_3„ 3,_8„ ��_6�» 8'-3" 1�_6���I 8,_3" CONC. � <br /> SLAB � SLAB � <br /> j�„ 4,_6�, ���&�� 2'-9" 16'-3,. . 2,_�„ 3�_��» 1'-3' 2'-0�' 1Q'-3�' 1'-10��� 4,_0" 11'-4" 1'-10��, 10,_3„ 2'_�" 1'_3' 3'-7�2" �'_6" 16,_3» 2'_9„ s�,�» 4._6�, ��» � <br /> 6'-0" 25._7�2„ ' 19'-0" 15'-4" 79'-0" � 25'-7�2 • 6�-0" °' `� <br /> a �� <br /> 53'-4" " ' <br /> �t <br /> � <br /> 96,,4„ 1 r <br /> , � V � LI� I � � -T�PE E FOUNDATION PLAN tc,__�'_-f�_c>.3,,, <br /> ,ti:--, , -�+ <br /> 1/4 =1 -0 BUILDINGS 5 8 9 16 1 9 & 23 ���' �` � �' �����' <br /> �� � n l �H !�'o ' <br /> > > > i �`�'- �����,�� � <br /> . , �^� ,�� ;�f � <br /> �+ �' E� 1 f�r�_.,: <br /> ! <br /> �` J'r.` � � '`�� . <br /> '�..`�` '�'`R`i l�,7�-t," � <br /> r'. f r:�,J' 7 <br /> G•:r�,�•a�tet�r.� ':'� � <br /> �, r i:� <br /> �jti. �1;:?�-�L ;_�'.h.:t ti'� � <br /> 'SIr�\'�,l� '�`"' � � <br /> 04/13/2017 � � <br /> � _ � <br /> � � <br /> � � � <br /> � <br /> FOOTING SCHEDULE � � � <br /> � � � . <br /> FTG. SIZE DEPTH REINFORCING REMARKS � �' � <br /> � � <br /> �� » » (3) �4 EA. � Q� ,� <br /> F`1.� 18 x 18 10 WAY BOT � 9 <br /> FC� UNDATIC� N NC� TES � w � <br /> ,� � <br /> ..._ � <br /> +33' ELEVATION AT TOP OF CONCRETE -� LOCATION 0� DOWNSPOUT: REF-ER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLINE AND RISER BOOT � � <br /> +20" FWfSN SLAB E► EVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1:1 FOR � � <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � �, <br /> � GROUT REQUfRED @ POST BASE � ; <br /> CONCRETE CU�BS/STEMS ARE 8" UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH S�A8 ON GRADE SHALL 8E 3 1 2" MfNIMUM THICKNESS. <br /> R-10 PERIMETER INSULATI�N REINFQRCE WITH 6x6 W1.4xW1.4 WWM CENTERED If�! SLAB. PROVIDE �� � <br /> O PROV(DE 4 PFRFORATED FOOTING DRAINS AT PER{METER OF ALL <br /> X SPREAD FOOTING TYPF - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVI� AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED w <br /> TO 95% MAXfMUM DRY DENSITY. c <br /> � sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. ~ 1oh P�o.: 13s47 <br /> ANCHOR BOLTS � <br /> �p � 80TTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW o <br /> �- � HOLDOWN TYPE - REF�R TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWfSE NOTED. J Sheet No.: <br /> � <br /> � <br /> � <br /> Sheet Drder: � � � F � � � � � � <br /> _ <br />