|
i
<br /> ,
<br /> . �;� .. � � ��� �������'s ' �� 4 `, ; �� ����� , , ,
<br /> I� � � � �3��a,..�,:� _,�; ! -t �q7 �� s y" {� z .
<br /> �#. . `^{ � y . � d is�§ .'9z5 �` ` � i �i dl��{ 4
<br /> �� � � t 1_l T i i �3 a y i ...—
<br /> `f� �.z���� ������r't����; 4 � �,� ��� � �€�1� ;�-y;.� ����� �� ����p�. R� 4 � �
<br /> { F. f�k 4� � 3
<br /> t. lY� � i „_� ,�,„`� �3._ � .�,,.y��y..,.�. �r�r�....i � '� 4 �, �p
<br /> / g � Ya k q ��
<br /> ,� ��, r' I��� ; f � � ��;� „��=r,�' 9 ; �i��'����� ��� ������' ,� �� �
<br /> � . . '(!j r �f �_ ��r}+�' � � ���s��(i 1 i�1� �.3 a�'�''���.�v i.:A �GQi '�✓T�G1'VfjiSt, � � � � ��$���� �r 3�F��� . . �
<br /> 5,�E � � „�9 x s
<br /> .� � � ��� ��, � $�
<br /> ti S
<br /> ,'r�+� ' �''k� � 4 �T � �`�� 3� ra'� '�
<br /> 1' �. �8
<br /> �n' � f r� 112'-8» �s� � �r�" �� w��' �r�
<br /> �l?,-'��`,'�'�y �i�. � � �"� �� ,�•_�
<br /> �� s .3���p �"�; 18"x18"x10" FTG W� (3��4 EW BOT 10 SQ. GRADE BEAM W � ��� fi=� =Y' � ��
<br /> .s'" {_t. �. ♦� 4.� .. � n . �fg�r� w'T,t�� {�� 4f+5 ��
<br /> ��x�f��tL �'��r��,�C�'' 1 � 1 » � '� �b �3 ��� `��
<br /> 6'-0" 2��_7 » W/ 12'x12 C0� PLWTH TYP. (2)#5 TOP AND BOT, TYP. �
<br /> �r-��1�A�, �',> / 15'-4 2 15'-4" �5' ��� � ��
<br /> �,� � � ���.
<br /> . 5�-4�2 14'-6" 5'-9" ; 12'-7" 2�_9� �, 2,_8„ 12'-8° 2,_8,� �.�,. �..1 � '� ���,
<br /> 04/13/2017
<br /> 1'-3" 12 1'-3' 9" 1'-0" � � � � � � , �,, �
<br /> 1'-0" ,g" 9�. �,_�» �,_��, g�, 9.� 1,_�» ��€� � ��- �.� : u ' '�Q �� `�
<br /> D2 6»6� 20 �.6, ' ,.6, o �,�6, 6»�, , �� . � � �s � � �.a � � .
<br /> , _� � � �
<br /> � ---------x r---------------------� � , 6.0� a�'-4� » , , � � „ � ,
<br /> --- -------
<br /> Fl. �4 F1.5 O �- 4'-3 , '
<br /> ,-- -, Fi.5 �4 f1.5 __ F15 `- � : � `�i � r;rt i
<br /> —� L_ ---------- � -� � —� Or � r--�O L'� �ul��4f# .� I� .��tif ��.�
<br /> — ————————
<br /> ---� X �-- ------�----- -� �---- --------- ---� ---- -� �---- - �� r Sf t 9� n�. �
<br /> ; _ i �4 � 3%2" CONC. SLAB � ------- �-�,� ��-- r�.�--�� ---���i � - �� - �� ��f �:���i�, �r��.� �, }�t���� jt,���', �
<br /> -- _�, � �--��- _�1--,�__�-s,. _ '�, ��-L� �
<br /> ' .. . � � �j i SS.� �� I ���J 4�-��� L J � '-f �J 4�-��� L J L��J -- � t9`1�y t� S�y� � i�J� � Ir�tr" : ..
<br /> i-._ ,�} �t.7t� 1� Y._��.3 �3 �.r.�v!� �
<br /> �n STHD]4 '—' �— '
<br /> :. � I 1 I � � - I I = � ; I i I I � = I I �Sd��a.: �u�rr:��t4:I�rFtr�F1#��r i;.fcr�� '
<br /> f. � � „ � � r----��� I f � r�i I I '� r-----� STH 14 `t � r
<br /> STHD1 � D2 -3/z ps � 1�2 � I I � J?�2 I STHD1 � �o 00 � 5 � I » I _ � � � � ,�\ I
<br /> :c - - � � i i � i CONC.i P4 � i i � � i i D2 �- � ONZC. � � � I `� � 2 �- �
<br /> 4, a�. . _.._._ ... _ __. _' �__._. _ � I STHD14 � S�p16� � � �T D14 i SLAB I P4 I I , I I � 5052
<br /> . o
<br /> I T D14 RARCHTTECT�
<br /> I � ._ ._. .. _ . � __ _. ._ . . _ , _. _ _" _ _ _ ..._ _. _ _ . _
<br /> I
<br /> � P6 o i o , .. . o _ � _ o.
<br /> N cJ N N O�—Q�� �
<br /> � 12" DP MAT SLAB D2 N �
<br /> _ . ... , ,_. _ .
<br /> -. --ROBERT E. 4VEI8LE
<br /> � W/#5 @ 12" O.C. STATE OF WASHINGTON
<br /> � E.W. TOP AND BOT. ` � � HDU14 ,
<br /> - P6 STHD14 HDU14
<br /> - �N � STHD1 P4 2P3 I 2P3 •
<br /> � STHD14 D2 ; � "�- � '�� �-�-/` i`�/`, `
<br /> � 1 = 5 12" DP MAT SLAB
<br /> ; D2 _ 2 I � D2 W/#5 @ 12° O.C. I
<br /> P3 � D2 N ,.� , 6 11 � E.W. TOP AND BOT. 6 11 '� �"
<br /> . \ � P6 � P6 � j� ' D2 S6.0 j ' D2 S6.0 j `,
<br /> � � I � � I � I o :
<br /> N
<br /> � � Q�_0�� � HDU11 � o� ' � +0'—p„ � r-:
<br /> " STHD14 " c� 1,2 P3 � 3'-9�4" 3'-9�4"
<br /> I HDU8 � S1.3 � , `� HDU8 HDU& ��
<br /> - r POST � , � ,�,:
<br /> _N / �
<br /> _.
<br /> � \ --p ;_...� . ..__. _ ._ _ ./� \\ _ i A80VE 0'-0" �'3 HDU8 P3 HDU8 z r`-
<br /> ^ 6�. __ _.. _. . ._._.._ _._._. .` ; �- - _ .f. -�-- ----- _ _ _� _ � -- o �.
<br /> ; ; ; � :.,.. .._....... . . . ....__. ._..__ _ ... . _; � �\ % — ------ � F_ .
<br /> _ i
<br /> ; ' I__ . ..._._. ._._ _.. —
<br /> � � ; I c� _.
<br /> , 1'-2" ; _ I ^ , �.�
<br /> z �
<br /> O
<br /> � � 6'-0" 1'-9�2 2—�3�4 � 10'-8" �� � � I \ \ \ � o �_
<br /> I � d- � ;, d- d- I d- -
<br /> � "' O�_�» 8 , �r' 3'-83�4„ I � ; 4'-5�2" � � ' 4'_5�2" � � _ .z$
<br /> ` D2 � ' 91 6 ' � :_
<br /> ; _.. _.._ _ ., 5'-4" 56.0 2 ;— � z U _
<br /> -
<br /> ; ; _. .__ _ _
<br /> , _. . . ' P6 Ps P6 � �C .
<br /> , � � � ' � i ' _, i O m
<br /> . _ . _ _
<br /> � �
<br /> ; � � .�
<br /> ' ;N 13 c� -3�/�„ 9 , _ _ _ W W cn co �,
<br /> • � ^ S6.0 0 - D2 � i ' � , ' a � .�'. :�,
<br /> co I � _ � ' g � � � I : <- a _ .
<br /> �. STHD14 '� � ( , �2 � cn � � o, � � � �:�`
<br /> _.. . ....__._. N i "d- I � .._:
<br /> �..._, ; \ , ',
<br /> _ . _' � � � � a �;�
<br /> � a o
<br /> _ _ . __.__ _..__ � � .
<br /> � � ► : � � � �
<br /> I I I I i 9 � � � ` � 6 ,
<br /> i I t I N �j 56.0 3'-8�g" 1'-5" � � � D2 , ,
<br /> I I I I �" _ i� 11
<br /> I I I I ; � ' ' � "
<br /> : I I I I � ; � _ = S6.0 � _. _ � �
<br /> � I I I I i \ D2 � , _ ;
<br /> ,.e r-
<br /> �o I I I I `v I --- D2 I D a �
<br /> I I i I
<br /> � I I i I i � � : P6 � P6 I � o Q
<br /> i I I I I � � : � � , , ;
<br /> a, I I I I � P 6 � ; � M
<br /> • r-1-1-----L—�—� 1O I . �� i
<br /> I (- � I �-� D2 -- --- — _ � � .
<br /> I L D2 ` - , �
<br /> : I I � � 9 \ � _._ tt°i
<br /> �
<br /> � I j � o i 0'-0" D2 N I � � .. �
<br /> _ � , � � �-
<br /> a -3Y� � ; -3Y2'�� � � N
<br /> I i i
<br /> �' � THREADED � Q �
<br /> I I ' ROD �
<br /> I I FOR HDCU- 5 � � I o tV �' o
<br /> . . � L___ __ -J i �g�VL . 7 �. � � � � ' _ � � � .
<br /> -7%2" P6 � � , D2 HDU5 p, ��, � o �, 0„ "� �
<br /> 5 . 4„ I ; I � B- i B- � � B- � �
<br /> `� �.��_ �� � D2 ' : HDU5 51.4 SWSB1 X7 S1.4 . S1.4 •, •�
<br /> � � ; DU8 20-6' HDU8 , DU8 I . �- �
<br /> ; ' ^ I 7 � _ o _` I 7 I ^ o (� �' T �
<br /> .� _ � � D2 I \ N � ( I D2 I � � � Cl7 � �, �
<br /> � I � � 1 I I I ' IN � � � �C
<br /> �_. __.__.._ � -3�/z"I _
<br /> I - � `
<br /> � 18 11 I I � 18 11 I � 3��2 � �- � � r � I 3��z�� j �` i � � Q Q
<br /> S T H D 1 4 » , - I C O N C. I p�
<br /> � -7 1/z I I N S6.0 D2 -7�/z" i 1 8 1 1 �� �/�„ � I C O N C. I � � �/
<br /> � 2P3 S6.0 D2 2P3 L------J TE T � SLAB � N 56.0 D2 �—f��-f� � SLAB � N ol �
<br /> � �------� �-----J � �
<br /> o � .
<br /> L_--_ _.______________________________. � .
<br /> 3%2�� 2P3 ��_�» ��_��. N � 2P3 - 4» �
<br /> CONC. � ^
<br /> SLAB g'_3" 3,_8,� �,_6�» �,_3„ ��_6�„ 3,_8 �,_6�„ o
<br /> 11" 4,_&,� �»6» 2,_91� 16'-3" 2'-6" 3�-��2 '-3�� 2�_Q�, 10'-3" i'-10�» �, �» 11'-4" 4'_0" � �
<br /> 6'-0" 25'-7�2" � 19'-0" 15'-4" 15' � �
<br /> r
<br /> 68'-8°
<br /> 111'-8"
<br /> � � .
<br /> �
<br /> �
<br /> � .
<br /> � � ' L- � ' � � ���� � FOUNDATION PLAN �" � � -
<br /> ��4°=,�-o° g RS
<br /> BUILDWGS 2-4,1 1,12,1 5,25 & 31 � �
<br /> __ ._ � �
<br /> _ � � �
<br /> � �
<br /> � C �
<br /> 's � .
<br /> � OOTING SCHEDULE � �
<br /> .� � � .
<br /> FTG. SIZE DEPTH REINFORCING REMARKS � � �
<br /> a� 0
<br /> .. � � �
<br /> � 18" x 18" 10" WAY�BOTA � >
<br /> Ft� UNDAT1C� �l NC.� TES � � �'
<br /> � C�
<br /> .�, �
<br /> +33" ELEVATION AT TOP OF CONCRETE —� LOCATfON OF DOWNSPOUT: REFER TO SHEETS 56.0 FOR TYPICAL FOUNDATfON DETAILS. � �
<br /> PROVfDE TIGHTLINE AND RfSER 800T �
<br /> +20" FfNISH SLAB ELEVATfON REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR O .
<br /> F.O.C. �ACE QF CONCRETE ADDITIONAL REQUIREMENTS. � �
<br /> � GROUT REQUIRED @ POST BASE CONCRETE CURBS/STEMS ARE 8" UNLESS NOTEQ. �
<br /> PORCH SLAB ON GRADE SHALL BE 3 1 2 M1NfMUM THICKNESS. �° -
<br /> � ••�••�•••���••�•• R-10 PERIMETER INSULATION �
<br /> REINFORCE W1TH 6x6 W1.4xW1.4 WWM CENTERED fN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o �
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL VAPOR BARRfER BELOW SLAB OVER 6" FREF DRAfNING BUILDINGS. MAY BE OMITTED PER C1VIL AND GEOTECH APPROVAL �
<br /> SCHEDULE GRAVEL OVER �IRM NATIVE SOILS OR STRUCTURAL FILL COMPACTEQ � W
<br /> TO 95% MAX(MUM DRY DENSITY.
<br /> sw� SHEARWALL TYPE - RE�ER TO 11/S9.2 FOR SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. � Joh No.: 13-47
<br /> ANCHOR BOLTS BOTT4M OF ALL TURN DOWN EDGES SHaLL BE 18" MINIMUM BELOW �
<br /> - - � �— HD � ;-{OLDOWN TYPE - REFER TO SCNEDULE 6/S1.3 ADJACENT GRADE UNLESS OTNERWISE NQTED. � Sheet No.:
<br /> - �
<br /> . �
<br /> �
<br /> �
<br /> �
<br /> �
<br /> �-- Sheet Order: J� � � F � � � � � % •
<br /> z
<br />
|