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TOP AND BOT. ; � ; � STHD14 � ; # STHD14 � ' ; ;� E.W. TOP AND BOT. i P6 ROBERT E. WEISLE <br /> � � ' STHD14 � D2 STHD 4 ; � � P4 � j 2P3 z ; P4 r � THD14 �2 � STHD14 � � � o0 <br /> STATE OF WASHINGTON <br /> ' 1 � � j -� 5 ' 12" DP AT SLAB � � 5 e � � � <br /> '- � D2 � D2 � W�#5 C�? 12" O.C. � ' D2 � ` 2 � <br /> ' D2 j <br /> P3 ' � �� � � N � i Y 6 11 � E.W. 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HDUB 20'-6" HDU � -f-0'-0' `�' � Q� � <br /> � � 7 I o -� � � � � <br /> - .� <br /> '.� ._..._�_. . � » i � I i �' � \ � / 00 I ! <br /> � � <br /> ; � � � .�. �� .,_ - <br /> . _ -3/z I ,� � _ .. � D2 <br /> � � � , � � ; _�_ __e v_ i . I 3%z" I <br /> 3 ,. �. _ .._W....�_ <br /> , <br /> r- ; <br /> � � � �,2_�., �� .. � � � �, I � ' _ _.� � .,� ,_,_. _ � � <br /> Z a ` <br /> I I �i € o � 3l2 I ��. � . i ' a � I I } .� _ � � �1 � m � <br /> STHD14 - � �18 91 � „ I � I ; i 18 � 11 ' I CONC. l °p 18 11 � � 11 18 � � ; I I 11 18 I � 3 Q <br /> � -7�/z I I :�_,. ....._� N S6.0 D2 -7%2„ � , <br /> � 2P3 S6.0 D2 2 P 3 '•-• ----' I SLAB � �� -7�/2" ' �.�.�� �� -7%2" D2 S6.0 N �--..._! L-- J 2P3 ^7�/z" D2 S6.0 2P3 � STND14 Q Z = Q � <br /> � L----_-� TE T N S6.0 D2 I � � Q O � <br /> L---_� <br /> ---- p <br /> . L-.��- -------------------------------- ---�r . .. .. � .. � _-_- _------_----_--_----_--__-__.-.__-_ -__-J . . <br /> 3Y2 2P3 �._��, �,_p,> N ¢ 2P3 2P3 � N 1�-0» ��_�,� 2R3 �y�� � J �L <br /> GONC. <br /> SLAB 8'-3" 3'-8" ��_g�u 8,_3» �'_6�" g,_3» SOAB. <br /> � � <br /> 11" 4'-6" 7",6» 2,-9" i6'-3" 2'-6" 3�-��2�� 1'-3' 2'-0" 10'-3" 1'-10�" 4'-0" 11'-4" 1'-t0�n 1Q'-3" 2'-0" 1'-3' 3'-7�2 2'-6" 16'-3„ 2,_9„ 6„�„ 4,_6„ 11„ � o <br /> g'-p" 25'-7�2" 19'-0" � � <br /> 15'-4" 19'-0" � 25'-7/2" g>_�» � r- <br /> o U <br /> 53'-4" - <br /> ' N it <br /> � <br /> 96'-4" 7 r <br /> BUILDIN� TYPE E <br /> FOU N DATION PLAN <br /> _ .�..+ <br /> ��4��-������ BUILDINGS 5,8,9,16,19 & 23 � <br /> � <br /> .,, � <br /> � � <br /> � � <br /> � �' <br /> � = Q <br /> W � ° U <br /> C/) � _ � : <br /> Q � N � <br /> FOOTING SCHEDULE O � 3 <br /> - <br /> J � � � <br /> FTG. SIZE DEPTH REINFORC(NG REMARKS � � s= � <br /> V � � � � <br /> L <br /> 1�. 18" x 18" 1�" WAY#BOTA W � > Z , <br /> FOUNDATION NOTES �" W = <br /> .� o <br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATION OF DdWNSPOUT: REFER TO SNEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. •� � <br /> PROVIDE TlGHTLINE AND RISER BOOT � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S?.1 FOR � O <br /> F.O.C. FACE OF CONCRETE ADDITIQNAL REQUIREMENTS. Q a <br /> � GROUT REQUIRED C� POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> ' PORCH SLAB ON GRADE SHALL BE 3 1 2' MINIMUM THICKNESS. � <br /> •�••••••••••••••• R-10 PERIMETER INSULATION � <br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVfDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � a <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPQR BARRIER BELOW SLAB OVER 6' FREE DRAlNING BUILDINGS. MAY BE OMlTTED PER GIViI AND GEOTECN APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOlLS OR STRUCTURAL FILL COMPACTED � <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FR�M BUILDING. 4 , <br /> ANCHOR BOLTS � 1ob No.: 13-47 <br /> HD � HOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BdTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINtMUM BELOW � <br /> �- � ADJACENT GRADE UNLESS OTNERWISE N�TED. _ Sheet No.: <br /> � <br /> � F14 <br /> � <br /> � <br /> - Sheet Order: A g U F � E S � � _ <br />