Laserfiche WebLink
� <br /> m <br /> 114'-10" <br /> _ ;I � ; ;: <br /> 9 9'-1" 15'-4" 15'-4" 15'-4" <br /> 1'-5" 16'-3" �-5 �^�2n 8'-3" 5-5�2 5�-5�2 8'-3" 1'-7�2' t'-7�» g,_3„ � . <br /> � '� _; <br /> f , ,� � � I � iI' a � � 1' i <br /> I ��2 11 18 • <br /> 02 ss.c � 1`! C � :I �` � C �' S <br /> , <br /> .� � � <br /> B- 18 B- 11 18 5 8 8 5 18 91 ' ' <br /> P3 P3 25 ��ntral �6ip�, �uff� 2;�0 <br /> S1.4 S6.0 S1.4 D2 S6.0 D2 S6.0 S6.0 D2 S6.0 D2 <br /> : �K�rkla��, Vl��sh��gt��r 98t�33 ; <br /> SWSB 18x7 HDUS HDU8 .o ,_.- ` , � 4���4��y.73�{� F �����5� k�i�� <br /> �1 <br /> � :� � '' � W1 W1 N i � r ---- - - --- i �f�� ���r ����������ch c�m ' <br /> 0'-0" 0'-10Y' � ' <br /> , y , <br /> , <br /> �. .._ � �._ ��le � r_� ��, _ �., _ _ � __ <br /> , _ _�.s__ __�.. _ ��_. �. <br /> ._ _.....: <br /> � , -�------ ---------- ---- ----- � - ---- --- --- --- ---- -' , L 3 <br /> � � r � Z- � � <br /> --- --- -- --- - -- -- - ---- J (B DG 0 <br /> \ 3 �� -0'-6" -0'-10Yz" �1 � ����,� 0'-10Yz` 0'-0" 0'-0" � -1'-5Y") 5052 <br /> � 0'-�oY2' o' o" <br /> ; I �BLDG 1 D2 -0'-6" 6 ' REGISTERED <br /> (BLDG 1 (BLDG 1,30 6 �� ARCHITECT <br /> � I _ ,_ » -1'-5Y2'�) �, � -1'-5Yz") D2 � g � / <br /> 3 I 1 5Y ) D2 12 DP MAT SLAB � <br /> 5 = P6 W�#5 C�7 12" Q.C. ROBERT E. WEIBLE � <br /> D2 ; E.W. TOP AND BOT. i 0'-0" E� � STATE OF WASHINGTON <br /> , Q�_Q <br /> 8 iI � <br /> 4 0'-0" E 1 D P6 P6 � <br /> ss.a � i <br /> � � i � � � <br /> ; i P6 <br /> � i � 8" TYP. E�A � � 6 � � � <br /> � : I '� ^ L ' <br /> z D2 z ow., w N <br /> 00 �,_��, � � P6 0 � � <br /> , I ;N P� o � p � v� �„ <br /> i I � o I � o _ <br /> ; � ,� STEP STEP � � a, <br /> ; � � STEP � Q ST�P � STEP �-- Q VARIES VARIES � � <br /> � I � o VARIES VARI�S � � VARIES VARIES �' a M Cc <br /> ? I aw o cn c� , �r � c� � <br /> .. � � W <-- 11 <br /> I cn n. d- o <br /> I o � S6.0 m � � <br /> J <br /> I �}- � c- .- _ �' Z <br /> � ±: � 11 � 11 � o c� <br /> � (BLDG 1 0 � 56.0 � � � v <br /> v� <br /> ; : � o -1'-2") 13 9 S6.0 m 13 � 13 m �' °' <br /> 5 P6 "' .. _ <br /> � ' � -� � � '° S6,0 D2 � S6.0 S6.0 � �1 i� � � <br /> � � � m � -0 -7 o w g � (BLDG 1 � (BLDG 1,3Q g w o ...u__m_w .._ _ � �,e <br /> �I _ W P6 P6 "' � p2 -1'-2'>� _�,�2�,� D2 � � � .___.,.____..u._. . ._a o � <br /> , <br /> � � <br /> �' P6 <br /> � ; �E...__.� _w�r: � 0,_7" �•-7„ ; .a <br /> . ( i� <br /> � <br /> � : ___._..__._� ��.._..�._ ._.�....._ ���w�. _.____.: <br /> � � � � ,�.�.� _._ ; � � � <br /> : _ <br /> - = <br /> i = � <br /> . ;, <br /> �2 : . ��.��.. �......_�.._.��__�.�. �� _.��._���_ �.,�, _ __.a_�w__ _ _ o ,a.. __ �u�_v__�__� ...� ... .�y.__�,n. a. o _ ..._. �_�. _�.�_ ; � . _ � <br /> � _. �.u._ <br /> u_ � �..,� __..w .._ �.. <br /> v � �. _ �� . � ..� <br /> ; I ; � - ; � � � � �- �- � � � � 10 � _ .�.,� � <br /> � <br /> � � I � ; �j � ? ; � �� � ��...�u1�..m,.,�.r_..� � � »��W___ �a ,..�.0 �� �o � 3 i S6.0 � ; � <br /> S6.0 I � ' ' � ' _ ; � ; _ �' <br /> t i , ! 1 � � <br /> � t � t � HDU8 . � 3 _ j � t � , �, <br /> � I ` i I�.. ..,. .� HDU8 t � � " -E- � � � � � �___ ;- ; ! ! _ _� � o <br /> � � m ; <br /> 4 1 � �� r '�' �p • 3 I � i � i I _,.� ::'.a W:a m <br /> , _ _ , ; ; � � . <br /> �.„. . <br /> �.. . ; <br /> 10 <br /> , � , �t i 2 �,. .� � <br /> � � � „ 5 2 - � � S6.0 � <br /> ` � � S6.0 � ' �; i ; ; , ' ' ' p� � � 5-8 3 2 � <br /> t ' [ ; _ I 1 3 3 3 i � - � � <br /> 3 � '� S�M � ' � ` � s � � � <br /> � � f� . < _�_._..� <br /> IA l� i-6 � � 7 } t i . . . .. .. .. ,_.i �-._......,..__... _.,.i ��.3� 6 6 €_4 � ` � ��� �..a.. � .�...�_....._. � . . . . . _. . . . . . <br /> ,.. � u s <br /> .m e.._�: .. _-. <br /> � .w ..�y �. i ' 3 ' i <br /> P6 <br /> ! � <br /> � � � � ; �_ �.» .rK�_ � ..e = .� ,�w�___ ���__�__�= i 5�_8,> 3r �» _ � 3'- 5-8' g � � <br /> ; � „� 6 \ 10 � = P6 �N �P6 -�;' ' �=---�P6� �N P6 ? = r <br /> �� � � 56.0 ' \ �/ � � �� � �; t a cfl . <br /> � �� � I 1 ' I � � r <br /> 8��4�, I 4'-7„ 3 ` ` ' 2 � : i o 0 <br /> f � � � f f � <br /> D2 , � ; � D2 � p'�Q» � � � c� <br /> � �tJ- 7 ' ' i 1 �2 i i 1 � d � a e- <br /> I S6.0 D2 # ' � ; i � � 12" DP MAT SLAB � f � <br /> £ ; <br /> -" � i � P� � i � ' � W�#5 � 12 0.G. ; , �� � <br /> - --- -�� � ? � d �� � ��i E.W. TQP AND BOT. ; i STHD14 � S6.0 <br /> - _ aw�,......,._........A.� 7 3 r . if . <br /> 4 <br /> F � 3 i ) <br /> ,..,..y .W.. ,,y r . .. . 3 e <br /> . ± � ' <br /> _ _ �-.T E ; 14 7 ��.# � � '`_f 7 14 ' '- ----- ----- --- <br /> O <br /> 1 ST!-iD4�4 STHD14 I i ' � e i ' � �� ' _�. ��- ----r � � tO <br /> S6.0 D2 € ; � � � D2 S6.0 � M"1 s , r- <br /> ; � MDU8-W� POS7 UP TO MID �VL • � STHD94 �� STHD14 � � � � � � <br /> j -3�/2" j � ' ; � = HDU8 � � . HDU8 � � � � <br /> � ; � 3 N � o <br /> . � <br /> 2,, A I � �� I 1 7 °! ---- ----- --- � --- -a'------ - ---- ----- -- L-' � � � c � <br /> i 30"x30" f ; I D2 �S6.0 ; � ��_w� v�.� n � _ _.���v __ � <br /> F � <br /> ��_� _�. ; ; <br /> ��,. �., �.,.� _. x= � � _.a N O <br /> � I ; 3�' � N <br /> "' FTG CAST � � ` I 7 P3 � � _ <br /> IN PORCN I P6 � -- D2 � ° I I � � � <br /> ------------ , <br /> �� ; - i » _ � >_ �� . <br /> SLAB � � e� . __ _�. �. , _ � � � 3/z 3/z � � � `F'r � <br /> 6x6 W � I P3 P3 I N � <br /> CBSQ66 j i j 4X4 W/ A 44 POST BASE 4X4 W/ ABU4 OST BASE j ;�, � Z Z � •• U <br /> POST BASE � I I � � � -• � '' <br /> _ = 17 17 � °" � <br /> \ �----� 6» 17 �- -� �-� P4 r� I -5%a" Q2 _D2 5/4» I Q � � Q <br /> , � � <br /> � 9B � D2 � �n �^ ._--- ---------------- \ -_ -\ - ---------------- ---- \ - u. � p <br /> S6.0 � 4x4 W/ ABU44 � � � � _ � <br /> ---+- - +- � POST BASE � � � m <br /> L_ _ -I <br /> w� � � � <br /> � gg 4'-0» g» 9�, 4�_p�, 9B = <br /> 11�� 6'-0�4„ 11�„ 11'-85/8., 11%�, S6.0 14,�6g/g" 14'-63�" S6.0 11�» 7'-10" ��2� M o <br /> 7'-11%4�r W � � <br /> a 11 , <br /> CONC. STEPS AS NEEDED "' ' <br /> TO MEET FINISHED GRADE � <br /> T <br /> BUILDIN � TYPE C FOUNDATION PLAN � � <br /> 1/4"=1'-0" BUILDINGS 1,26,29,30 � <br /> � � <br /> � � <br /> � � <br /> � � . <br /> � � Q <br /> FOOTING SCHEDULE W � � V <br /> � � <br /> � •� N <br /> FTG. SIZE DEPTH REINFORCING REMARKS CL � N � � <br /> � O � 3 <br /> � 18" x 18�, ��,� (3) #4 EA. � � � � <br /> WAY BQT � � L, <br /> FOUNDATION NOTES C.� � °' � <br /> W � > Z �. <br /> +33' ELEVATION AT TQP OF CONCRETE -� LOCATION OF DQWNSPQUT: REFER TO SHEETS S6.Q FOR TYPiCAL FOUNDATION DETAILS. � W = <br /> PRQVIDE TIGHTLINE AND RISER BOOT }� � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NQTES SHEETS S1.0 & S1.1 FOR ■� <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � � <br /> � GROUT REQUIRED � POST BASE J = � <br /> CONCRETE CURBS STEMS ARE 8" UNLESS NOTED. O <br /> ••••�•••••••••••• R-1Q PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. Q a ' <br /> REWFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � <br /> � SPREAD FOQTWG TYPE - REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINfNG BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOlLS OR STRUCTURAL FILL COMPACTED <br /> sw# SNEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � � <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW J <br /> �- HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. <br /> � <br /> � Joh No.: 13-47 ' <br /> z <br /> � Sheet No.: <br /> � <br /> . � � �� <br /> sheetoraer: A B U F R E S D I � <br /> _ , <br />