Laserfiche WebLink
10" SQ. GRADE BEAM W/ <br /> 112'-8" (2)#5 TOP AND BOT, TYP. <br /> � 18 x18 x10 FTG W 3 #4 EW BOT ` �� <br /> W/ 12"x12" CONC PLIN�5,_4�P. 25'-7%2" g'-p" � '� <br /> 15'-4" � <br /> 8,� 2'-8" 72'-8" 2 -9�2 12'-7" ' 5'-9" 14'-6" 5'-4�2» ; t t <br /> , >, „ , » > ,> � � �' � rx� � � � <br /> 1 -0 9" 9„ 1'-0 1 -0" 9 9" 1'-0" i -Q" 9 -3" 12 1'-3' <br /> �,6� �,�6, ,�6� ,��, , 20 D2 '`�' � � � � � �� � � � <br /> " I O ",6� I . i '� r . . <br /> � 4,_4 � S6. ' --------------- � � � , <br /> 4'-3��" fi.5 � � � F1.5 i �-3�4 Fi.S � � ' F1.5 �4» °' F1.5 ' z�J--a�_ L�---------- - ----- -- �S �e[1#fcal'Wpy, Sutfife2'1�3 '; <br /> ---- -- <br /> r-1—� r--� r--� r--� r--� ; <br /> — -� t �-�----- � . �--- ------- --� _ i--�----- -� _ �-- -------- - --�� , ---------- r-.— » --� Kerl�lan� W�shar�gt�n �8Q33 ; <br /> --- - ��_ -- '' = -- ,. , - ---- --- � �=�- ------- 3�a CONC. SLAB � �4 i ,{ ' } ,}� Aq f�p <br /> i _ <br /> . O ` .. � _ __ `'��, .__ __-4_O" L __ J l. . _1 [}.'—�" � L J � � �d' CD � `f����y�j��i�� �r �Y�b�r�����"U> . <br /> , , , � �--1 � D� S6.0 \ I ' , a � + ,� <br /> I I - 1 I ' "� — I i I I I i STHD14 E � �n �1�4$ b��!� €����r#��tt�t�r��t;��a�1 <br /> --� �- - r-----� � . THD14 I .3�/�2 '�� � » 1 I I <br /> .. ;:... .� ,...... .>. .,.�, . . :::. ........ <br /> � I STN 14I i � � � 5 ,.,� I r i STH 14I i � i I � �� i i I ��2�, � P6 -3�/2 D2 i THD14 � <br /> I � � i I 3� I � � i � I 1 � <br /> � i � i D2 � � i �. i i � CONC. .� i i <br /> C. � pq. � I i i i �- � CONC. � P4 � I � i i � P4 � �- � i � � � _ _ <br /> B I � � � GT D14 I S�1B I � � � ( f J�L/�1� � STND14 I � �.�__�w.�._._..._.__� L. .....__.�_....�._M,_� 5052 REGI STERED <br /> = I � ARCHITECT <br /> x. � ,.� .�._�n�,_._�e_�� .__. v��.�...� �_.. �_....�, � _�� __ _ ,_�_.�_��_.�.� �.�m�.�_� _ <br /> 0 <br /> ��..�.,,��_��r �r�. �, P6 i i � <br /> �� , �.. w.�.�__:...�. ,. o � i � c> ; ._,.. ..�we{ � �j <br /> >, _ � .�. _.,W.. � I N Q'�O" � N I 5 � � ^I # � � I' ` <br /> � ' , f D2 # � � 12" DP MAT SLAB � <br /> ,. , ROB�RT E. WEIBLE <br /> � ,._ _ ___,.�Y._�.._.a �. ,,�a�,.aw .a , � wv ..., ,�._.,eF.,,.. �nv.� _w� W��5 Q 12" O.C. � STATE OF WASHINGTON <br /> ; ' ' � ' � ' � � � ` E.W. TOP AND BOT. i P6 <br /> � � � 2P3 � HDU14 ; � ' - P4 � STHD14 � I I t ,� � <br /> , f _ � I i TND14 D2 STHD14 9 � <br /> DP MAT SLAB � ; 12" DP MAT SLAB � � 5 � j � 1 k � <br /> #5 C�? 12" O.C. ' � ! W�#5 C� 12" O.C. ' � ! D2 � ' , � 2 D2 � `- � <br /> TOP ANQ BOT. � � 6 �� � E.W. TOP AND BOT. � � � i � I � � � P3 � <br /> N y <br /> � � <br /> � � ' D2 S6.Q � � ' � o P6 � � � P6 � \ € � � <br /> 4 # � <br /> $ +0'-Q" r � ' +0'-0" � � 1 � ? � I NDU11 � p�_��� �� � � � <br /> ; i 3'-9�4" i i � i � P3 1,2 � ``�c�y � � STHD14 � <br /> � a � I <br /> ; ; HDUS � ' j i � j `� S1.3 � � NDUS <br /> i � � Pli POST ! I3 ia�. � ' � �"; <br /> i � P3 � , > , , ;f ! ��._,._.._�__.___,__._� (�— � z � <br /> ; HDU8 � � +Q -0" ABOVE�� � i � _-_/ ` -___ � _�.___.. � � ,�.�..__.�..,. v� uxm._.�_ _� o � <br /> j � — �� i.._. � _ � � <br /> � �_.e .�, � �- ___ �.. - <br /> ; � <br /> —f _ �� ..___..� 1 <br /> ------ �- . __Y..�w _ ---- --- - - --- - �...�_.a _�� � , ; W N <br /> , / i g <br /> , � W`. (� ' <br /> . <br /> } s ; 3 � � � i � ��� '�� �'�� ���,.._ `w' ��, ��i( � � � z � � <br /> � g --E � � �; <br /> , <br /> , ' , . _w._.�_ ._ , <br /> s � ' � . _ ' � _ � y � � ^� iI� . _. ...___.__ �.._..__ • I � 1 -2" � =N � � � <br /> \ s � �� \ \ ! ! � ia` � ' � �'� 10'-8" 2�_73/4,� �,_9�2,� , 6�_0�, i � � w U � <br /> � <br /> d-� ; � ; � d- d- � i � �- � � � I � f i � � � � � � � <br /> ;n i � 4'-5�2" ;n ;r� $ ! ;�, 3'-g3/4,� � �n I 1 ' 1 '� �s <br /> ! � � � i ; � i 1 9 8 0'-0" ; � � � -� <br /> P6 � ° P6 � E 5'-4" � � � I � ..�.. �, �_� �I D2 � z � � <br /> ! � P�6 l ! �— �� i I ��"� � r w � �..,w �, t � ( _ O m � <br /> s r � �. <br /> � � t �`1 � ___.� __.�._._�� , � _ � <br /> � t P � � � ��� �..e� .__.�.� � � g � „ � 13 � � � � � � � <br /> j � � �- <br /> Q i ! I � � � tL ! � D2 -3/z a 56.0 � � � �N o � s �, <br /> � � I ! � � � g ! ! i � c--�n 1 ' � � o co � %�. <br /> � i € s i °' � � I cn D2 � I 3 `� � �r._. .� STHDl4 j �. � o � <br /> � i i � � 3 � � � " ._-� ___�;,-- �� a a z C� <br /> r �- ; ; <br /> ; � <br /> . � <br /> � � , _ �.�,�_..t_��. <br /> 6 � i ? � 6 � � ; I ; , � � � � .� � <br /> '� D2 ' I 1 ��- D2 � i � „ [ 9 i 1 I I I I <br /> � � i I � � � 1'--5" � ; 3�8�4 I S6.0 N ;..� I I I I <br /> i 1 1 I i � i 1 1 i ; i I I I I <br /> r- S6.0 !-,., 4_..�_ : i�. .- S6.0 ' ' �' i � € I I I I v co <br /> ' �,.._ .._�,. ; g ' .� ` 's � D2 ��. z i I I I � a � <br /> � � D2 , - --- � 1 N ; I I I I � � o <br /> I � j 1 � . 3 � � � � � � � <br /> � � j � I . i � ( � � . . � � <br /> I P6 'N P6 , c� � I i I I \ <br /> � j j � � i '•. "\' I I I I i '� � <br /> � � � � : � P6 � i I I I I a, � M <br /> �Q ; i � ! s r�—�-----L—L� <br /> � 5�_q,,> ` 5 ; _1 _ _ � p� � <br /> ; I <br /> --- -� �_ <br /> t } `__� a ------ � � � \ \ D2 i ' � � � <br /> a N p� ��_0» � � o '"� I I � `�� t+ <br /> I � � I � � � _� � � � d; p <br /> 3 3Y� ' -{-0'-0" Q rl I THREADE� � ; I I � P � o N <br /> o i I � ROD i I ( N o <br /> � � 9 �-'- j \ � l FOR HDUS � �- - --�� � Z <br /> £ � 3 ABOVE I � <br /> � � ,- „ � `n �' i HDU5 i ] ' f <br /> i B- � � � � B- � ��- � � D2 , �„ � � ( P6 -7�/z" � r� O <br /> � S1.4 S1.4 S1.4 I 9 , ; ' <br /> 1 x7 �� .--+ SWSB1 x7 HDUS � D2 � , » ' � � �` � <br /> ; ._...�v, 20'-6" , +0 -0 � <br /> , , HDU i � HDU8 HDU ; � (V U <br /> _\ ( � ' ' � ' o _\ � I 3 � (� � m � <br /> . <br /> �; � p 2 � ,���;, �; �.�.��_�_ ,� � ___._�__ s I-3�/2" i .___...u_._. . � � � � Z � a <br /> ��».�. � <br /> � _ � _._ _ � � ; � - � � � <br /> i ,� ! � �___w <br /> � � 3%2 � �._ � , � Q 1 i i I � .� = o p <br /> 11 � » � I CONC. I �' 18 11 � „ � ; _ � 11 18 i � v _� 1 I -7�/2" 11 18 � STHD14 � � � <br /> - � � SLAB � -7/z �_. _3 7/z D2 S6.0 N 3.� D2 S6.0 2P3 <br /> D2 L----J N S6.0 D2 L------J 2P3 � <br /> ^ � <br /> --„-- --------------------------------- -----� � � <br /> , 4�, 2P3 � 0 1'-0" 1�_�,. 2P3 3�Z <br /> CONC. � o <br /> �_3�� 1'-6l" 3�_g�� 1'-6�" g'_3" 1'-6�N 8'-3" SLAB _� <br /> a� � <br /> 9'-4" 4'-0" 11'-4" 1'-10��� 10'-3" 2'-0" 1'-3" 3>_��1� 2,-6" 16'-3° 2'-9" 6°,7" 4'-6" 11" a It <br /> � <br /> 15'-4" 19'-0,� 25'-7�2" g'_fl° � <br /> 68'-8" <br /> 111'-8" <br /> � � <br /> � <br /> � <br /> � � <br /> U I L I � � T;�P� F FC)UNDATION PLAN p � <br /> 1/4"=1'-0" . BUILDINGS 2-4,1 1,l Z,1 5,25 & 31 � � <br /> � � <br /> > � <br /> � � o <br /> � 0 � <br /> t� � _ �, <br /> s <br /> FOOTING SCHEDULE � � � � <br /> � O 3 <br /> J � � � <br /> FTG. SIZE DEPTH REINFORCING REMARKS � *' i <br /> � � � 0 <br /> 1� 18" x 18" 10" �3) �4 EA. � � ; � <br /> FOUI�IDATI4I� N � TES WAYBOT � W � <br /> = � <br /> +33" ELEVATION AT TOP OF CONCRETE --� LOCATION OF DOWNSPOUT: REFER TO SHEETS 56.0 FOR TYPICA� FQUNDATION DE�AILS. � `A <br /> PROVIDE TIGNTLINE AND RISER BOOT � <br /> f20" FWISN SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O <br /> F.O.C. F A C E O F C O N C R E T E A D D I T I O N A L R E Q U I R E M E N T S. � � <br /> �� GROUT REQUIRED � POST BASE , � <br /> CONCRETE CURBS/STEMS ARE 8' UNLESS NOTED. , � <br /> •�•••••••••••�••� R-10 PERIMETER INSU(�ATIQN PORCH SLAB ON GRADE SHA�� BE 3 1/2" MINIMUM THIGKNESS. � <br /> REINFORCE W1TH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PRQVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � � <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL VAROR BARRfER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMlTTED P�R CIVI� AND GEOTECH APPROVAL L <br /> SCNEDULE GRAVEL OVER FIRM NATIVE SQILS OR STRUCTURAL FILL COMPACTED � <br /> TO 95� MAXIMUM QRY DENSITY. SLOPE EXTERIOR SLABS 1 8" FT AWAY FRQM BUILDING. � <br /> sw# SNEARWALL TYPE - REFER TO 11/S1.2 FOR � � 1ob No.: 13-47 <br /> ANCHOR BOLTS " <br /> ND # ryOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 B�TTOM OF ALL TURN DOWN EDGES SNALL BE 98" MINIMUM BELOW � Sheet No.: <br /> �— ADJACENT GRADE UNLESS OTHERWISE NOTED. � <br /> � � � � <br /> �;� � <br /> Sheet Order: l4 � U F R E � Q � .. <br /> T <br />