|
. � . X z J-' . . .
<br /> J i�� 1l.1 .l. . b"8� i �9 �� � � f� 1 3 "9 � R�'"�k..� d S F } _
<br /> .� y 1
<br /> t t _
<br /> . . �`l.i_.�� `��1���.a . � �����•�• x � �..� �£� �° `"'' � �+r ..,.z�4�����1.��..d .k+ 0� .� A �� � � .
<br /> � �? �
<br /> �'� (7Y �1 `f j���'y :
<br /> , � �
<br /> �������� �"'�� �"������ � € , '�, �� �� r
<br /> . . `yti' ._�, ,. �i.�,`.� � r a 4� Y�3
<br /> F��„
<br /> � }
<br /> . . � � �'`� � ��-.�= � � � � �4 � � 6 t f 1 � �7 �r t� � � � Tf 4 z? s i � a .
<br /> ��� �r. S��IZ'--�CL. � � + ti t`�� .,.�. °� 1� �`�g- �� � � ,� rf'Y3 � z �
<br /> Yu
<br /> } r i 'LA
<br /> ff i E ,..e -- �4 E-!'�L��� 6J�(l,i� � `Of'� � �,.✓� �� � �*' r ��F '
<br /> ' S
<br /> , � ,� : ,� �� � �, ,
<br /> � � 4 �P.�;� � � � 1 �,�., . �3�'.{'Y� � ��" . ri� �'�� �,2 i. i 6�{
<br /> �,tti�l' t��� ��� 18"x18"x10" FTG W� �3)#4 EW BOT 10° SQ. GRADE BEAM W/ r�., t , � ' ^3� S E j ; F I Y �, ;
<br /> G++,sr 3��dkU �::.L./t,�, t �.3 t��i� .,���� .`����..W �� � � �. �
<br /> � �+ r,5�:.-`
<br /> W 12"x12" CONC PLINTH, TYP. (2)#5 TOP AND BOT, TYP. 12g�_p° 0 �� ;�� �F r,� ��
<br /> x �iL
<br /> 3 F
<br /> . '�� ���i. j�' ...:.���1'' . � t � � .�
<br /> s
<br /> �s
<br /> �'r��a� `�'` � � ��_;.� {� �# °
<br /> 1:?,j� k�
<br /> .��
<br /> . ..._. -��� x(� � *�3�i �F �..
<br /> 04(13/2017 6�-��� 25����2� 15'-4�2° 15'-4" 15'-4" 15' �,� �� �� �
<br /> 5�-`��2 14'-6 5'-9 12'-7" 2,_ �2�, 2'-8" 12'-8" , 2'-8" 12'-8° 2'-8" �;�k ' � �._ > m� �a a.
<br /> 1 �, ,> ,
<br /> � � � ��3 �� � � � s�' � �, k
<br /> 1'-3" 12 1'-3' g'r ��_��, �>_�» 9,. g,� �._�,> j,_�,. 9,� g,. 1,_��� 1�_�,� 9,� 9�. �._�» � ;: r
<br /> D2
<br /> „6, 20 ,.6� ' »6> o ��6> >�6� o »6� ��6, o a� _ ` �a` 3 1. � � .`�
<br /> � � � --------- � � 6.0 � , � ,� � � � ,� � „ � i ,� � , i .,� � � �� �
<br /> ----------�c I�----------� 1 � fi. �4 F1,5 Ft.S �4 F1.5 fi.5 �4 F1.5 fi.5 � ,_<, � 3 4,
<br /> --- ------- 4-4 �- 4-3 �- 4'-3 � � � 3 s �'� �, r 1} 1
<br /> r � -------- � , --- �--� _ r--� r--� r--� r--� � : r ,�
<br /> ,
<br /> ---------- -- - -- - - --- --------- - --- [ / � s
<br /> !) ' � '�`✓ L__ • �'`��1_ �J� �... _ _ .. / ��� .���,/ � ~�� 1 \ � ..� ^��\�-�.-.�'.`\,�"�'\ �.��\���. ��`-�� . /—\�'�� b�i�f k f��i f E� ��'�Y..l3 3{��� j£,{,l;� s L�iir :
<br /> r-J �---� � � f� -- � �--- -----,------ ���- -- , L--- -----�------ J��- -- � L--- - � s; � . �: . f., , ,
<br /> � 14 � 3� CONC. SLAB --- -- - , � �FLR� �� ;, +�, }j> � ��.,, ��;
<br /> � - ------ --- - -----
<br /> . . . � � ( S6.0 'D1 � I �-r -� 4�—O" L J Lr J [�.—O L J L J G�.—O L J �� L J . .
<br /> I � � � � 1 � �� t— — �� '
<br /> � ;� co � STHD14 � �� I I = � : I I I I � = I I I I � = � I I �'Y t�iz'� �io v��ip� �f.,,E�����at �3�.�'.,i�t �
<br /> I I 1 I - �-----� d- �t- ; r------� <t- = r-----� d- ; r ,
<br /> � STHD1 I D2 -3�/2" � �l2 � I I � 3�2� I STHp1 � � � m � � 5 \ I » � STH 14 I � 1 I �,,� I n I STH 14 I I � I I � �
<br /> N � � � rJ N � � � ( 5 cV
<br /> � P6 � � � � � � � � 3Y2 , � , � i 3Y2 , , � ,
<br /> i i � � � , i CONC.i � i i � � i D2 � i i ' � �- � D2 � � CONC. � P4 I i i ( `� i i °2 �- i
<br /> - - : � � � � � SLAB i P4 � i i i i i CONG � P4 ' I i i i `� i i `'- i
<br /> _ __._ _. .._; _ _ ._. _._ I I STHD14 � i � �T D14 i SLAB I � � � �T D14 i S LA B I � � ' I 5052
<br /> .___ � �T D14 REGISTERED
<br /> o _ , _ R E
<br /> � ; _. . ,_ _ ,_ __ . _ _ __ , _ _ _ . _ ,
<br /> , , _ _ . � _ _ _ _ _
<br /> ., ; o i ,._ _ _ _ . . o i __ _ a _ . I o _ _ o
<br /> P6 � �
<br /> i „ � -3%z
<br /> � � � . � . N � —3�2 `J . N N Q —�n —,3�2�� . N O,_�u �� � � . N �
<br /> ,
<br /> 12" DP MAT SLAB ; ' ; D2 _ _ I _ .. : ROBERT E. WEIBLE
<br /> . __ _, . __
<br /> W f#5 C� 12" O,C. � _ �HDU14 STATE OF WASHINGTON
<br /> P6 E.W. TOP AND BOT. / � � STHD14 � � HDU14 , HDU14
<br /> � P4 ( : 2P3 I , 2P3 2P3
<br /> � STHD14 D2 STHD�"l4 ,. :��iU� ��.��i.�,.�'`� '��/' �_/��'� �� `-- �,._/�,,.i��� ���/�,� ..�'����/'����` �`� ,�`._�
<br /> �_� �� �
<br /> i � ; 5 12 DP MAT SLAB I
<br /> .- p2 2 � D2 W�#5 @ 12„ � �,
<br /> P3 \ D2 � i � 6 �� � E.W. TOP AND BQT. �` 6 11 � 14 15 �
<br /> � �
<br /> i P6 � = P6 �' ' D2 S6.0 � ' ' D2 S6.0 � , Q2 S6.d � -
<br /> � � o, . o o I ; o 0
<br /> ;
<br /> � � HDU11 � ': � ' -f-0'-0" ' +0'-0"
<br /> � STHD14 N 0'-0" � 1,2 P3 � 3'_9�4" � 3�_9�y" � 3'-3%4"
<br /> HDU8 � S1.3 I ` '� HOU8 HQU8 ' HDU8
<br /> ^ ; I ; POST ' ' ' ��
<br /> � —Q _. _.. _.__._ _. __. i� ��' , ABOVE +0'-0" P3 HDUS P3 I HDU& P3 I HDU8 z 'z_.
<br /> ,i , _. _ _L_ _ ..._ �
<br /> _
<br /> _
<br /> ,\
<br /> " _.. ___._._. _L._ �
<br /> �
<br /> �_.�._. __. ._._�._ __. ___.._ � I \ (.. _ �.-� _ ----- - ---- ------ ---- ------ _ ---- W '�
<br /> � : ' \ / c� � �;
<br /> __.. _._ i , � , Z � �
<br /> i . � . . .. __.� .. ___ . ._ _. .. ; -' .
<br /> � -2' I . i i i : � � ;
<br /> _N � u � n � �� 'd- "d- 'd- �d- 'd- 'd- r:
<br /> � � 6'-0" 1 -9�2 2 -73�4 10'-8,� �� � \ _ \ \ \ \ \ > Y _
<br /> � � <r- d- �r d- �r �r- ,
<br /> � � � � ' � I I ' � , �, � W U G1
<br /> � W
<br /> � U �
<br /> ;,,� ; 'n ' 3'-83/4�, 11 4'-5�2° in �c-� 4'-5�2 in in 4'-5�2 in W Y -
<br /> �' ' 0�-0" 8 ; ; ' ` 56.0 2 ; P6 -
<br /> ,
<br /> D2 - � ., .� . _ . ° 5'-4" P6 �'s ' P6 � Q ��
<br /> .
<br /> ,
<br /> ; i i � m ..
<br /> , � _ , ; P 6 cD cD ;
<br /> � ,_ ... _.. _ __�
<br /> 13 w „ 9 � w ,.,� ,_,� � r-
<br /> \ ^ S6.d o -3%2 D2 � ' p � ; �p O � a
<br /> � , � ; � - 9 � � E � � E � , o � �
<br /> � . F _ � ._
<br /> -�, i STHD14 � "� r� { D2 :� i °' , rn . m � o �_
<br /> N '
<br /> �_ .._
<br /> � , I ;, ', -, , " . " ' .
<br /> .� � � � � a a z �,=��
<br /> ;. _.�__. .. .� _. ____,._ . . : � ,i � � ,
<br /> \ � � � 6 14
<br /> �- 9 � ; : -
<br /> I I I I I ' 3'-S�q.'� ��_5�� ,.� D2 ` � D2
<br /> I I I I N �
<br /> I I I I S6.0 � 11 i' 15
<br /> I I I i � 0 ; ;' ' � _ = S6.0 ,- S6,0 � � �
<br /> : I I I i : � D2 � ; � --- - _ 9 9 � 9 0 '
<br /> �' I I I I ; � � �._- D2 D2 , D2 a o
<br /> � I I I I `V
<br /> I I I I ' ' P6 ' P6 I � o 0
<br /> \ I I I f \ � �
<br /> "'�' I I I I "' r`' ' '
<br /> � � � .� Pfi i i, ^�
<br /> 6' r-i--1-----�--1-, � � , �, .. °' 10 I ;. 10 , ; ' �
<br /> I � 5 5 -4 D2 -- --- -- -- ----- ' —_ � �
<br /> I L D2 , � , .. . ; _
<br /> I I \ � I : 9 '� , ,. � � z c�
<br /> � i i ;� a � ' o�-o" 02 N � " ,,� J � o
<br /> � I I � o -3 Y2'� -3 Yz'� -3%z'� °'
<br /> � � � r? T H R E A D E D i T H R E A D E D R O � � > T H R E A D E Q R O d- ," T H R E A D E D R O d- � N a N
<br /> I I F O R H D U 5 ' HDUS ABOVE o ;� HDU5 ABOVE o ;� HDU5 ABOVE o M a o
<br /> �_-_ _ _� I � � � � I
<br /> ABOVE � : � HDUS 0'-0" , �n o �,-0" `n �' -1'-6" `n � O '
<br /> -7'h" P6 D2 � ' B- i B- B- i B- ' B- � Z
<br /> � p 4 i ' H D U 5 I ; S1.4 S W S B 1 x 7 S1,4 ; ' S1.4 S W S B 1 8X 7 S1.4 S 1.4 � �
<br /> � +0'-0' DU8 20'-6" HDUB ... ,... . DUS F1 ; � �
<br /> � � 7 I - o -� I 7 I o - I 7 I - o � � � a V
<br /> ' i:
<br /> / I I ' \ i / \ � � \ I m '�
<br /> ' __.. _.. . --._.__... i -3�/z"I :_ _. __..._.�. . ,_� _ __... . i j D2 � ���, � � D2 � �N f ' I D2 � y`v � m Z o �
<br /> I I I o - I 3'/z" I �_ � _ ., I 3'�2�� I �_ � . � I 3'�2�� I �_ � _ � = o �
<br /> STHD14 � 18 11 „ I I ; i 18 11 ' � CONC. I 0O 18 11 „ , � I CONC- � � 18 11 „ � I CONC. I � � �
<br /> I -7�/2 I I N S6.0 D2 -7�h I SLAB � N S6.0 D2 �� I SLAB � N S6.0 D2 -�� � SLAB I N �
<br /> � 2P3 S6.0 D2 2P3 L�------� TE T �-----� �------� L----� � �
<br /> I o
<br /> � L____. ____________________._____—_____— . .
<br /> 3%2�t 2P3 ��_��� ��_�,� N „ 2P3 4�, 4,�
<br /> CONC. 8,^3,� 3,_8„ ��_6�» 8,_3„ ��_6�,� 3,_8„ �,_���, 8,_3„ ��_6�» 3,_8„ �,_6�» � o
<br /> SLAB
<br /> �
<br /> , � „ , � � , „ 1 �� , , , , � °' � .
<br /> 11'� 4,_6" 7",6" 2�-9" 16'-3" 2'-6" 3-7� 1 -3 2'-0' 10-3 1'-10� 4'-0' 11'-4' 4'-0" 11 -4' 4-0° g II
<br /> 6'-0" 25'-7�2�� � 99'-0° 15'-4" 15'-4" �5, "' d,
<br /> �
<br /> �
<br /> 84'-0'�
<br /> 127'-0° 0
<br /> �8" �
<br /> �
<br /> �
<br /> BvILDIN � TYPE I FOUNDATION PLAN �' �
<br /> O �
<br /> . 1/4°=1'-0" BUILDING 32 � � '
<br /> � �
<br /> �"� _ �
<br /> W o ° �
<br /> t/� � .� �'
<br /> � � � �
<br /> FOOTING SCHEDULE 0- p � �
<br /> - � � �
<br /> FTG. SIZE DEPTH REINFORCING REMARKS � � � L
<br /> L 0
<br /> ,� » �, (3) #4 EA, � � Z .
<br /> � 18 x 18 10 WAY B4T W � >
<br /> FOUNDATIQN NOTES ~ W �
<br /> -F.� o
<br /> •— �
<br /> +33" ELEVATfON AT TOP OF CONCRETE --� LOCATION OF DOWNSf'OUT: REFER TO SHEETS S6.0 FOR TYPfCAL FOUNDATION OETAiLS. � � �
<br /> PROVIDE TIGHTLINE AND RISER BOOT � � O
<br /> +2Q" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1,1 FOR �
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. ,J O Q�
<br /> � GROUT REQUIRED @ PQST BASE ' o �
<br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. J
<br /> ••••••�•••••••••• R-10 PERIMETER fNSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS, • m r
<br /> - REINFORCE WITH 6x6 W9.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROV(DE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � a
<br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6 FREE DRAINING BUILDfNGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL - �
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SO(LS OR STRUCTURAL FILL COMPACTED w
<br /> TO 95% MAXIMUM DRY DENSITY. � — � �
<br /> sw# SHEARWALL TYPE - RE�ER TO 11/S1.2 FOR SLOPE EXTERIOR SLABS 1�8"/FT AWAY FROM BUILDING. � �ob No.: 13-47
<br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EQGES SHALL BE 18" MINIMUM BELOW '
<br /> �� HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1,3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.:
<br /> �
<br /> m F28
<br /> ,
<br /> �
<br /> Sheet Order: A B U F R E S D I � �
<br /> _
<br />
|