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STATE OF WASHINGTON <br /> ' 2P3 �DU14 I ; P4 STHD14 ' i � E,W. TOP AND SOT. P6 <br /> ���� THD14 STHD14 \ ' <br /> DP MAT SLAB ' � 12" DP MAT SLAB � D2 , <br /> 5 ; � �°i <br /> #5 @ 12" O.C. i � W/#5 @ 12" O.C. ' , ' D2 � � ' 2 D2 � -�; <br /> TOP AND 80T. 6 11 � E.W. TOP AND BOT. • � i D2 � P3 °='. <br /> ' " D2 S6.a � '�' r : >> <br /> , o � P6 � : P6 � ;N r:,� <br /> � � � I . �- I � ' � <br /> �. <br /> 1 ` � <br /> �+o�—o„ � � -�Q�—o�, , ; , � ,� � r.. <br /> � � � � ' HDU11 � 0'-0" � <br /> 3-9�4 ' I ` � I P3 1,2 N STHD14 aa <br /> HDU8 � ' � � S1.3 ! 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STHD14 � t- o - <br /> ' t � : <br /> i � _ �- i � � � a a z r:.x} <br /> 6 � ' 6 ' ;� : \ <br /> ,:, <br /> � D2 � D2 3,_81 „ � � 9 /^ `�i I I I I <br /> � � : � � 1'-5" �4 S6.0 N <br /> i 11 i 11 V I I I I <br /> `- S�.O I �_ ' S6.0 ' '� - I I I I <br /> � '.,.�. _. . 9 � � ! , D2 ��. I I I I - �' r <br /> D2 -- --- � \ I i i I � � o <br /> � � � I N I I I I � <br /> I ; I P6 ; pg � - I I I I � : � a � <br /> N N \ G <br /> . .. . . . � �� � � � � I � � � � � � . <br /> i i � I I I I i � <br /> ' 1 � P6 � ' ��.-1----�-L-� rn � M <br /> � � � � 10 � ' � � <br /> --- - ` - ------ 5-4 5 � � � � <br /> ' =d- � ; D 2 J I <br /> � ; - , N 9 ,� \ I I � z co <br /> � -3%2�� o D2 Q _p , � � i' � � �i •tj'� Q d o <br /> � � \ � +0'-0" ', THREADED? � � i <� � � J Q N <br /> Q � ROD � � � N LL o <br /> � , ; - � � FOR HDUS � � � <br /> � B- I ': ��-0" B_"� � B- I HDU5 � '. � ABOVE L P6 -7�h" J � Z <br /> 4» � �- O <br /> 1 X7 S1.4 � ' S1.4 SWSB1 x7 S1.4 HDUS ' � '` � <br /> �. 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SIZE DEPTH REINFORCING REMARKS = �' i <br /> � � �' � <br /> '� 18" x 18» 10,> (3) #4 EA. � Q ; Z <br /> '�'.�' WA Y B OT � W � <br /> FOUNDATION NOTES � o <br /> „ ._ � <br /> +33 ELEVATION AT TOP OF CONCRETE --� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLINE AND RISER 800T � <br /> +20" Fff�fSH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O <br /> F.O.C. �ACE OF CONCRETE ADDITIONAL REQUIREMENTS. Q a <br /> a GROUT REQUIRED @ POST BASE <br /> CONCRETE CURBS/STEMS ARE S" UNLESS NOTED. � <br /> ................. PORCH SLAB ON GRADE SHALL BE 3 1 2" MfNfMUM THICKNESS. � <br /> R-10 PERIMETER 1NSULATION � . <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVfDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o Q <br /> � SPftEAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRfER BELOW SLAB OVER 6 FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED W <br /> _ sw# SHEARWALL TYPE - REFER TO 17/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. 5LOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � <br /> ANCHOR BOLTS � Job Na.: 13-47 <br /> HD # HOLDOWN 7YPE - REFER TO SCHEDULE 6 S1.3 80TTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW J Sheet No.: <br /> �— � ADJACENT GRADE UNLESS OTHERWISE NOTED. <br /> � <br /> � �, ,� <br /> � F18 <br /> Sheet Order: A B U F R E S D I � <br /> _ <br />