|
18"x18"x10" FTG W/ (3}#4 EW BOT 10" SQ. GRADE BEAM W/ � :
<br /> W/ 12"x12" CONC PLWTH, TYP, (2)#5 TOP AND BOT, TYP.
<br /> 97'-4" �
<br /> 25-7�2" � '
<br /> 25-7�» 15'-4�2 15'-4" 95'-4�2» ,
<br /> 6'-0" 5'-4%„ 12 14'-6" 5'-9" � 12'-7" 2'-8" 12'-8" 12'-7" � 5'-9" 14'-6" 12 �t-4�2 6'-0" �
<br /> 1'-3" D2 1'-3" '-3" 20 1'-�' ,-3" 1'-3' -3" 20 �'-3' 1'-3" D2 1'-3" � '� � � � � � .� � ,
<br /> � � S6.0 � \ ----------------- F9 :� � � � � ;� � '':� ,3 :
<br /> - � �--------------------� �— --� !� ss.o � � � � --� ' �._ °� -- — �--- L:� ------- ---
<br /> --- - - --- - - - I --- —1— —I-------------- ---------
<br /> J L_ --- — -----r—r� �--- ------------- —1— -----l----- -� �---------- ------�
<br /> � — --- — --- r �: '� .
<br /> i �4 � 33�" CONC. SLAB � --- - -----�-���' -- ------------- � � _- -�''- -_ � � -------_--------'(�_L,'�'�I� ' - -_ -j���f�-------------- -- ���� »_- - --- � 3�" CONC. SLAB � �4 i � �s �����«'i t�a�,.: �v�t�;��� '
<br /> � � S6.0 D1 � � � i I -� �-� i �-� I - I i I - I � I ' �o � I D1 S6.0 I � , �I����i11�E�f�(�Sh�tlt�k(�� ���33 "
<br /> � � � STHD14 � � � I I I I =� =� 1 I I i -� I I I I � � � STHD14 � I i {
<br /> , �n �n � � 4��4�4���� � 425�b�`$ l�(�$
<br /> '� STHDI I 3�/2 � � g � � I I i I \ �, I I I I \ I I I I � � , � -3�1z" i THD94 d' � � f �
<br /> D2 � Pg d' ��2 I I I I °p , � I I I i , � ! I I I ��2� d' pg D2
<br /> I I I I I I �. � I 5 I I �. ( I I i I i ���4�rW��#��J���c����`��t t�t�t .
<br /> I I STHD14 STHD14 _ I I ` ° F � ' '
<br /> , I I STHD14 P6 ( � D2 P6 � � i pg STHD14 I I , o
<br /> � �..�v.�v�,w� __�, � _,_�.W� �� �a _u . �� a �� i I I � I I I I � { I ( � I _ � __._.�__._--__..� _ ��,.�� �
<br /> O N � f
<br /> j r } � ^� N . . � 3 s . .
<br /> � _ � -_,.�__.r.ww w.� ._�_�._,-_ w�_.a.�.��___.� �...__._r._� , � : u__ _.�..�__�.__�._-_._. __.,..._.__.�.__.__,�._.�.__, � ; �-_______�_. .__ :.._.,..__w._...d..._.....___w..�.�.,�._.0 ..,....., ''� ` 5052
<br /> € � Pfi � _w._ ... . " j � � _�_�_ _ � � �'-0" � � � �� � P6 i 1 ARCHITECT�
<br /> 5 �
<br /> = 12" DP MAT SLAB 3 } +0'-0" D2 y ' � , ; Q2 +0'-0" ; _ .�_ _ _______w � I 12" DP MAT SLAB ? ,
<br /> _ �E_a _�� �_. .__., �a,� ��. "�' �
<br /> �..._ � w �
<br /> .__� �
<br /> ; W��S C�? 12" O.C. _ .., i::: . ._ : • � � NDU11 . ; � i .. ! ..,_r . W�#5 � 12" O.G ;
<br /> P6 � E.W. TOP AND BOT. 1 ; � STHD14 STHD14 ! � � 1 E.W. TOP AND BOT. j pg ROBERT E. WEIBLE
<br /> � � D2 STH014 P4 2P3 P4 � STHD14 p2 { � STATE OF WASHINGTON
<br /> � ; STHD14 ; ' � � ' ; STHD14 � �
<br /> 5 12 DP MAT SLAB 5 � ' i
<br /> � ? 1 �� ' � D2 W�#5 C� 1�2" O.C. , D2 ; 10� � � �
<br /> STHD14 P3 i D2 D2 i � P6 ,,,� 6 11 =N E.W. TOP AND BOT. � P6 � �? D2 3 P3 STHD14
<br /> HDU8 � P6 � i j' ' D2 S6.0 � ' i' ^ � � P6 � HDU8 �
<br /> +Q'-49%z" � "d- 0'-0» HDU11 � ' `�i o ' o -0' 2Y4» � o � ' � NDU11 0,_��� ��. � +0 -49�/2 �' . '
<br /> j , „
<br /> � � N � 1,2 P3 � � n 4'-4'" � HDU8 � � � � P3 � 1,2 � N � I `^ �
<br /> �
<br /> � +0'-41%2" �
<br /> +0'-41%z" i � S1.� � � � HDU8 ' � � � �;�, S1,3 � �
<br /> � r-- , _ _ '�-
<br />� ° � � ; PQST POST � � �� �. ' ` �
<br /> N 4�8�� —� _ ��._...��� { �� ��3 { � ABOVE —0'-2Y4» P3 � —0'-2Ya" ABOVE � ; '` ' , �_ _. ..W_ C4}_ 4�g„ N .
<br /> ,.__._.. _�,_�... �
<br /> : ,�. �_��._ _ .. �.�:
<br /> i� -- ---- � .� _ :. _... w a_ _ r� a_ .. ;� ---- --
<br /> . . _ _
<br /> .
<br /> .— �a - � — —
<br /> , , . o , � — — 3 _
<br /> _ , .
<br /> ;� � . ° a ,� �I _ .�. ..... ,n �._._ �. _ ^ _ �._k.� ..�_ Y/�._. __ �. � . + -�------ � \r�
<br /> ��,� f.�=w� � , �
<br /> � �w_ .� � �
<br /> � �a� _
<br /> � -------- s ¢ _ . ._ �_.�..v.__ � a.. ����na._.� , -�
<br /> � ;.�_ _
<br /> ,
<br /> Y
<br /> ,
<br /> � `- , a; �i�.,.,�._,�._,_a__._. �-._ _�� �..�. .. __,� �,.....:i �, � � i� i " ; ^ —{\� i / _»_ � W.� i= � v
<br /> , _.. �
<br /> `r 9 ' } . { —2 ��4 � , � �.,� — 7�4 � �
<br /> I I <. .. _�w.�.�.._�,.�..���..�_...�,�,.0 �.� �.�. ` o ! 2 � �._- _ �.. �._.v_.__ . ,�.. ._r�.._
<br /> �_�- _u
<br /> , . .
<br /> . � , � i i '� i ��' � �„
<br /> t{�� �.
<br /> � . ._.� �
<br /> I , I I , � ; � � ' N � { � o � ; ;a I I 6,, I v
<br /> 16 j ` t I � 5 _���,., 10'-8" ; � �- N ^ � � � N ' � ? 10'-8" 5'-7�4 � ' I I a I 16 s
<br /> d;
<br /> D2 I , I I Q ? i \ 11 6 4J \ i i ,,. � 1 , � D2 a
<br /> �_� I I � I r. � { � -3�/2� 1'-903�¢>. `�j Q S6.0 D2 i o � Q � 1'-103�4„ _3�2�� i =-i i_..... H,.,_�.,� __..�_.�.4._ .._� ,�..m.�, � �° I D2 � j � a
<br /> � � � �2 ! cO , �_��_ u � y�e
<br /> . I I I ; ' P6 P6 .�_u�_ �._�.,� d �
<br /> o � I a I I � �___.a��w.__�, � u�.��. _�:a.u.:�.�.�_. v� v� ..�e�n, wo�. � _� ..0 ° i�. I I I o .
<br /> � 7 . . . . . . .. . I I O
<br /> o ,
<br /> ^I � � ( ^ ` ,..,..,. I - � � � ,
<br /> � � � � � � ` .. � . . . . .^ i � . � . .
<br /> 00 = W�____a I I I
<br /> 13 � g �������. , � ' ' � �
<br /> _� � �i 9 w �3 �, �� �� � I I � . I � �
<br /> I ° i I � -3�/2" o p2 1 ? V ' � � � s � D2 � � 56.0 -3�/2 �.. � � °� � �
<br /> I I I ; S6.0 � i i i � ? I �
<br /> r � J }
<br /> ( �= ' I �' . , . r
<br /> a—
<br /> � '° ( STHD94 I q 4'-8�» � 11'-11 = D2 F � � ; �� � ' f � i � 11'-1 " � 4'-8� �'° I STHD14 f Q.8 i a �
<br /> ----- � �_ . �Z,� 5'-6" . � . -3y2 � 5'-6" �2 �W.��w.._su. o �,
<br /> � �� L__ ' • ` . -N ' n1 ; � 2_..._.. . �1��; ----- --'J � �
<br /> a� _ __.._...e..3 , _�-----
<br /> \ i
<br /> � < j 4,_5�2" � ��2�� '�' +Q'-0" � 11 6 � i' 'i0%2, ; 4�_5�» � � I a'
<br /> ^ � � � � �
<br /> � � � .
<br /> \ -� 4 r- ----� ° i...� 6" \ � ; 7�4» s t S6.0 D 2 � 73�4„ ; \ 6,� �,_; �-__-- -1 �- � z
<br /> � i I � � �
<br /> ,
<br /> � I I aa I
<br /> �
<br /> � ` � � ' .� � = t l ` x �� , I ( I
<br /> � �- 9 10
<br /> I '. I i = E � � � ; ; 10 9
<br /> 17 � � � � S6.0 D2 � j ' ' �.��.� _�_,_s�; g ' � � � D2 S6.0 � � � a�� � ( I 17
<br /> � �� ��
<br /> � D2 I ' I I < � SIM. � ��� ; i D2 ` SfM, 1 � I I a . I D2 n � t�
<br /> �r, I I I � $ ; ; � � ; i � i � a I I I �
<br /> � I I I � 1 � � P6 ' P6 � ' \ P6 ' P6 ' ' � I I a � � � �
<br /> � I I I ( "� i � i I l I � N .
<br /> I I I � I � 1 ' ; ' rn � 3 � � �a I I I � � �
<br /> I � I I � � � '
<br /> ; p6 � � : � � � �_ � P6 � a ! I ��� I o t-
<br /> I � I f � � j ? i ` � �
<br /> � 5 € 5-4" � 1 Q s , , -� 5'-4" 5 1 � � I I ° I �
<br /> I < I f 9 - p2 j 3 ,
<br /> I �. I I D2 ; � � ��� - � � � I I � i �
<br /> D2 � I I �' I
<br /> _ � 9 � � � � i I �
<br /> - , ! �,_�, p2 3 D2 , » ? � �
<br /> 8,� 3,_2» 8» � �n � 0 -0 ; � 8» 3'-2» 8» � � �
<br /> � � � ' THREADED � `� � _ ��- � » � i THREADED ; , �„� � � � �
<br /> 1'-1" � ROD � ; ' i o +0'-0 ; i � ROD ; 1 -1 � T'� � � �
<br /> ; FOR HDU5 s 3 E FOR HDU5 j _ a N
<br /> �� � P6 � ABOVE � � � � s , >, � '� � 7 ` ABOVE � P6 "� � � � �
<br /> M ; ' , ; HDUS 4 0 -0 HDUS = ' � HDU8 HQU8 '"' � �
<br /> � ; H D U B H D U 8 � D2 ; , B- B- ; D 2 ; , » � � Z .
<br /> i� +0'-0" � � _ � HDUS ��, ; = S1.4 SWSB18x7 S1.4 HDUS � ' � ; +0 -p � � �
<br /> � . � ?�. �
<br /> ; ( y HDU8 , ` ' � ; __w� �..r I � ? ^
<br /> �= a � ; HDU8 � �
<br /> , � �� � ( � 3 t � �..�. . .
<br /> I
<br /> '..__.._.__w, . ___�.__._f= I -3�2"� ' __... . , ; w. �.._ � j D2 � �� ` ��v �� p �r�� - I- %2" I ' -_._ � _ �
<br /> � #
<br /> , ; ; . _we_.. , �� .��
<br /> :
<br /> , .
<br /> . �
<br /> a �
<br /> ; � � �
<br /> ...� ��- I � I � G �� _7 � � m Q
<br /> ..._
<br /> 0
<br /> _.,�_.._,.. 31�i �
<br /> � � � � � `� 1� 11 � , I I �... � �— , � 11 18 0 �� � � � � � � � �
<br /> � �8 �� ' ! � � i ; � „ = iCONC. i „ � „ � � LI ; i_� , i » T� �a i Z 3 > �
<br /> STHD14 � -7�/2" I �� N � " _ t 18 11 _ � ; � -7�/2 D2 S6.0 N 4 : ^ I -7%2 STHD14 Q � = a
<br /> �� � S6.0 D2 7/2 n.�a.� I I 7/z �..u_. ��_�� 5 ^�
<br /> I 5 S6.0 D2 , --^- L��� S6.0 D2 �-- , D2 �5.0 D2 I � � � � �
<br /> I D2 _ _
<br /> . a :
<br /> --- -------- ---- -- ---- --------- >, - „ -------�- --- - ---- -------- ----�
<br /> L 2P3 3�2�r 8�2" �P3 1'_2, 9,_0„ 1�_p„ I i 2P3 2P3 � cv 1 -0' 1'-0 1'-2' 2P3 8�2 � 3Y 2P3 � J
<br /> CONG � CONC. � _
<br /> SLAB _ 3,_Q„ �,_3�, 1'-T0�" 1-6�u g'_3" 1'-6 2° 1'-10��� 8._3�, 3'-0" SLAB m
<br /> 11" 5'_7" 2'_9" 16'-3" 2'-6" 4'-10%2�� 2'-0" 12'-1�2" 4'-0" 11'-4" 12'-1�2" ' 2'-0" 4'-10�2�� 2'-6" �6 -3� 2'-9" 5-7" 11" M o
<br /> W - �
<br /> 21'-6" ' 19,-0,, 15'-4" 19'-0' ' 21'-6" a �
<br /> _ �,,
<br /> �
<br /> 96'-4" � .
<br /> �
<br /> _ �
<br /> BU I LDI NG TYPE E FOUNDATION PLAN '
<br /> 1J4"=1'-0" BUILDINGS 5,8,9,16,19 & 23 �
<br /> . �
<br /> �
<br /> � �
<br /> � �
<br /> � �
<br /> � � .
<br /> � � Q .
<br /> W 0 ° U
<br /> tn a� � �,
<br /> 's
<br /> FOOTINC SCHEDULE 0- � � �
<br /> � O �
<br /> - _ J � � �
<br /> FTG. SIZE DEPTH REINFORCING REMARKS = � i
<br /> � � �' �
<br /> 1� 18" x 18" �p» (3) #4 EA. � O ; Z
<br /> FOUNDATION NOTES waYeoT
<br /> �— w �
<br /> .�-� 0
<br /> ._ �
<br /> +33" ELEVATION AT TOP OF CONCRETE —� LOCATION OF DQWNSPOUT: REFER TQ SNEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � �
<br /> PROVIDE TIGHTLINE AND RISER BOOT �
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUC7EJRAL NOTES SHEETS S1.0 & S1.1 FOR � O
<br /> F.O.C. FACE OF CONCRETE ADDlTIONAL REQUIREMENTS. � Q�
<br /> � GROUT REQUIRED � PQST BASE „ �
<br /> CONCRETE CURBS/STEMS ARE 8 UNLESS NOTED. �
<br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. '
<br /> R-10 PERIMETER (NSULATION � �
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED W SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL �
<br /> � SPREAD FOOTING TYPE — REFER TO 10 MfL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL �
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS 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 FROM BUILDING. �
<br /> ANCHOR BOLTS � 1ob No.: 13-47
<br /> HD # HO�DOWN TYP� — REFER TO SCHEDULE 6/S1.3 BOTTOM OF ALL TURN DOWN EDGES SNALL BE 18" MINIMUM BELOW � Sheet No.: �
<br /> �— ADJACENT GRADE UNLESS OTHERWISE NOTED. �
<br /> m F14�
<br /> Sheet Order: A g U F R E S D 1 �
<br /> z
<br />
|