|
- � _ . ...� ��.•_ ft .�xa> {` � - C ��M� � �.?� v � j3 .
<br /> . f 9����} � �z r ' � t {r 1 py} �..�• } '�. " .
<br /> � . � f 4 (.. . _:, L t.""a i`� 1..f _ • i � � � � ;'. �,$ �
<br /> } 4 . � '>"'" _- � % t . . . s .
<br /> � . `�q s- � i )j "-m3�"y yq[(y$��"�p@�r� � j s�
<br /> ( `s
<br /> . z� �A i �t.i�y� � �� rj��� � �:.8#f9 �4m�A �� �� � V "'.�!\�r�`� rr�, �, '� t��i
<br /> t
<br /> . � . � � e � ! Y It d q„�,,,F . t t � i� _
<br /> C^
<br /> �'� �`` # �� „a �������iJ ���a �����i! � ` ' ¢ ' ' ! ' �_
<br /> . � '`'°i �;' �4.s � ,�'•�� ���u. , �+�.. c�c,A.�.- ��° " � �s � r� �+'�,
<br /> 97'-4" _,� , � ' � Si��
<br /> . �� z � � � ,�
<br /> �� -?i�!�$.� 2..J`;3� s���_*�.r.� �1�" � �..� � .r
<br /> 18"x18"x10" FTG W� (3)#4 EW BOT 10" SQ. GRADE BEAM W/ y ��'�' '� � � h
<br /> � �:+7 � �}Sg F�x �} .
<br /> f
<br /> W 12"x12" CONC PLINTH TYP. 2 5 TOP AND 80T TYP. 15-4 25'-7 �,�� �-j� � �
<br /> r� �' �` `�`�' t ��
<br /> �,z,� �, �
<br /> 6'_p" 25-7�2�� . 15'-4�2 / � 15'-4" � �# , �2» �2„ 6 _O, � _ �� � t , s
<br /> � � � �
<br /> 5'-4�2�� 14'-6" 5'-9" � 12'-7" 2�-g�2�� � 2'-8" 12'-8" � 2'-9�2� 12'-7" � 5'-9" 14'-6" 5�-4�2" �s� � d �F,;��� �,s;
<br /> � ,�Z� �k ���� �•
<br /> *v'+ �
<br /> , '-3" 12 1'-3' 9" 1'-0" 1'-0" 9" 9" 1'-0" 1'-0�. g�� 9,� 1,_��, ��_�^ g�� '-3" �2 �'-3' ,
<br /> � D2 � �>6, 20 ,6 ' „6� , ��6, „6, _ 20 h�> � 02 � �°11 � � �� �° ' r� �y fi
<br /> Q o �. � x i �� _; `�5
<br /> � --------------- � 6.0 � � i I � ..� �, � i � � � S6. � � �`x " �y r { .. � :
<br /> --- ------- -------
<br /> --- � , , ,� -
<br /> a' --x r 1 �t ' f1. T' 4'-4�4" F1,5 ft5 � -----4- �4 f1.5 F1.5 4-4�q r- Ft.5 ' � I---------------------1 x---------- ------- -- ; � �; �� a # ��, � � , .
<br /> i 4 � 3Y2� CONC. SLAB L � ---------- r �' , - ----;----- � v 4- -- - � - -- � _ L--- ----------- J , � _ __ J �-_ -------- - __� --, �------- � J 3Y2" CONC. SL B � �4 � g. }j ` ` .
<br /> � --- --
<br /> - � r-- r r-- , �- � �- -,
<br /> � . -- -- - --------- - -- ------- A - - �.
<br /> � ^�l' I SFJ.Q �1 � �L J t�._Q L J L J [F'-�" L J L J 4_O�� L J � I � � �)�L c �sC�itif E� �r f��t 3 4t ir3; �. .
<br /> � � , r� � �� �� � D1 s6.o � �. ��x;�., ,� �f
<br /> � . I a � { i i F f � F �� �� 1� ' V � ..x .
<br /> � STHD14 � � I I � = f I I I � � I I I I STHD14 � ;n ,
<br /> �- I � -3h � r---f-� � d- � �-----� <t- r-�---� ( 4 f � t�
<br /> � " I I '� I I \ \ I I �- STH 14 � \ i I " d- I I � „ 1 I i , '{E;, {�}.-� {1 �- � � , , s :
<br /> STHD1 � D2 � 1� ' � � � oo m �' � 3�2 �o , � �o N � ' � P6 -3/2 I THD14 �+- 1 , ;k
<br /> 3�2 I STHp1 \ I » I , THD14 I 3�2
<br /> � � i � i I 5 �, 9 � I I i � I I � ��2 � D2 I .�,v.a, �,�,r ti�t r, � �,.��f �r�t�;.�� � ;�i �
<br /> I Ps i 2 i i _ i CONC i � i i �- �- i D2 � � i �- i i _� CONC. _� i i
<br /> � � � P 4 � I I I I :�+' � CQ�C � P 4 � I I I I � P4 � `r � � � � - -
<br /> - - � '.___ . _...... __._. _., i I STHD14 � S�B� I � �T D14 i SLAB• I � � � I �SLAB � STHD14 I �
<br /> t�...._ _,.._.__.
<br /> 0
<br /> ;, � ; _ __ ___., _ _ _ _ _
<br /> . ._. ___. _, . ._
<br /> _ _._ ,
<br /> _. __ , _ .� ..
<br /> ._. . _
<br /> _
<br /> � � P6 � i ... ._.. : o , ._ _.. ,_. ..: o :_. _.__. ____ o . __ _ __ __ . ' i o P6 � 2 REGISTERED •
<br /> 505
<br /> �v I ' -3%2" 5 c.� ( N -3%2" I �, 5 -3%2" I N ARCHITECT
<br /> 12" DP MAT SLAB , ; � D2 ; 0'-0" d D2 � � »
<br /> �
<br /> _ _ _� � _ _. -- , 2 D MAT SLAB
<br /> _. .... .._.. _� _ . _ _�.:
<br /> _
<br /> _ __ _._ . .
<br /> ; W/#5 � 12" O.C. , ; � ; HDU14 � . ; W/#5 � 12" O.C. �
<br /> � E.W. TOP AND 80T. ; , � ' ' E.W. TOP AND BOT. �
<br /> P6 } STHD14 STHD74 P6 ROBERT E. 4t+EIBLE
<br /> �'cv � STHD 4 P4 I ;: 2P3 ' P`} ���4 � STHD14 � STATE OF WASHWGTON
<br /> . STHDi 4 D2 I I .�i -'�.� ��.'�/` ��' ^» ,___�^ ��/' �.�' I D2 �
<br /> i � � ; 5 12 P AT SLAB 5 ; � i
<br /> '- D2 2 I ' �-i D2 I ' W/�5 C�? 12" O.C. i ' D2 �i I ' 2 D2 �-
<br /> P3 �� D2 ? ' ; t '�- = E.W. TOP AND BOT. ' � D2
<br /> \ , `�r �<r i � '� P3
<br /> I . �, \ 6 11 � \ N ( \
<br /> � , � � P6 ; � '• P6 j' ' , D2 56.0 0 � , � � P6 � ; P& i .N , _N '
<br /> ( : � I : � ' a' � ��
<br /> �
<br /> �N '- �N o� ap
<br /> � '„) 0'_0" � HDU11 � � ' ` � �-0'-0» � � � HDU11 � ��
<br /> STHD14 ' N T,2 P3 � �-��4 � P3 1,2 � � -� N STHD14 °0
<br /> HDU8 � S1.3 � :. HDU8 ' ' � , S1.3 � HQU8 �:
<br /> ;� : .- ,� � { Posr , „ �3 ' PosT � , � �,=
<br /> I C� _
<br /> A ' _ _ / . ��._._ : ' ; ABOVE +0 -0 HDU8 +0'-0" A80VE � _ __.. _ .. __ ..._ �' � __
<br /> a- -Uo r.._.__,._._ _._ __ _ , � ; � �
<br /> �
<br /> _ . _�
<br /> � _ _ _ . _ _
<br /> ,
<br /> .
<br /> . . .. _
<br /> � ... __._.. . _ . _ _ ____ . . . _ ----- _ _ �.__ - ---- - - , _ _ - �
<br /> � _ � ` . �
<br /> . _.
<br /> � � _ __,_ _- _ ,. ._ _. _ ---- ------ � _ _ _ Z �
<br /> x
<br /> ; ` ' �' _ ._.... .. _ : � i � ; o
<br /> . , _ _._.. ._.__ .. ._. .. . -- ��.
<br /> , 1 ; . , - I i . � / \�. :.'/ � , � . , . ..�. . ..._ .. ..._. . . _ "
<br /> � n � �- '
<br /> , „"'._.._ __._ ..._........... ..._. _.._ _ I ...... � - ¢ .
<br /> ._ .. ._`.. .
<br /> , . '_� -- .., ...._ �.
<br /> , t , . . . I ' � . I . . ._.. .... . . ...
<br /> � 1��. , i � � i�, \\ .// . . _ ._ .. . . . �:I: U -�+
<br /> , ��-2�� ,I� � � I 1'-2" w .;
<br /> - rn ` '_ " 1`-91 ' 2'-73 � ,_ ,� ' \ \ . ,__, '`r '`t- \ \ i ' _ 3 _ 1 � \ � � rr
<br /> co 6 0 �2 �4 10 8 a� �_; � I ' \ \ I M � - � 10'-8" 2, �/4,. 1, 9/2, 6,_�„ � � z �
<br /> I I I i �' ; i ; d- `h � , `t' i O -
<br /> » i I � O
<br /> � in in 3�_g3�4 11 4-��2 � �n � 3'-83�4» 'n in � in U
<br /> `� : 0'-0" 8 ; - 8 0'-0" W Y
<br /> : D2 ; ._._ _ _ .. _ _ _, ; ' S'-4" P6 ' 5�_4�� _ , .__. _ D2 � w
<br /> S6.0 2 '
<br /> ,
<br /> :
<br /> , . .. _ __ .
<br /> P6 ' I __ ' ,.�
<br /> , _ .. _ _ . �
<br /> ; _ ..
<br /> ;
<br /> � Y
<br /> _. _ _.
<br /> � , - � - W
<br /> i13 w _ � g ' _ _ _... �.�. ' , I _� , �� . ; i,.� 13 � � Q
<br /> =�„ ' _ � 56,0 0 3/z D2 I . �__ w� � � . � � � 9 -3�h" o � O m
<br /> � i � � , i : 9 0 , C o o � 9 D2 � 56.0 � \ cn cD �
<br /> . � (n � � _t �� ' _I J � I
<br /> -��. i STHD14 �ti "' N ' D2 � ;� � ; ' ' j' �" ' = `�' D2 N M' STHD14 � � � � �
<br /> _, ._...___ . ,
<br /> C
<br /> { ' ._. I I ; � I � � _ o � ca
<br /> ?.. ,._._. ..._ _ .__..._.__. _ ._. ; � � �
<br /> i �
<br /> ( I i
<br /> � � ��
<br /> \ r�„ +0'-0„ i � ; ' � 6 � ^ � _ _ •- o -
<br /> I I I I i- � 9 � 1 ' �d- D2 I � � � I I 1 I �� z l=`�
<br /> I I I I - N S6.0 3'-8�4 1'-5" � ; � � 1'-5" 3-8�4 S6.0 N
<br /> ...;
<br /> I I 1 I _ : ; I + i 11 ( - ` I I 1 I
<br /> 1 I I I � 6 ' � ' i .,.._._.__ _._._. . '__ `- S6.0 � ' � - I i I I
<br /> : I i I I ' :� D2 � " � _. __..... ,., 9 � � D2 � i I I I
<br /> � I i � � E N � --- - D2 I - --- � ' �i I I I I � -� co
<br /> � � � � : � � I I I I � .°? �
<br /> � i I I I . o
<br /> I 1 I I ' - ' ' P6 = P6 ( ' I P6 \ P6 , \ I I I I \ a �
<br /> � I I I I \ �
<br /> `�' I I I I ; '"� I . r-� i ; i r� M, �, a, �
<br /> "o�, I 1 I I � p6 , : I , � I P6 � I I I I � a O
<br /> � m m m I I I I W o
<br /> � r�-L----1-1-� 5 5,-4„ �� � i I f'J'-�-----L-1-� a�
<br /> i r' D2 -- ------ 5-4 5 � i M
<br /> I L D2 N ;� g � ' ; N 9 I � \ D2 i i W N
<br /> \
<br /> �i I I � �j ' ,, 0'_0" D2 N _ I D2 p'_�'> ' o j' I I o � Z
<br /> � � � � �. d. �, a �
<br /> �
<br /> � r? TNREADED � � .' 3�2� � THREADE@? � � T T
<br /> j j ROD � • � ` Q -f-0'-0" ^ � ROD I I .. .J d o
<br /> �--- -- -� FQ BOVE� i ,.,� I FOR HD�J5
<br /> I , � ; I I (� � � N
<br /> ' 7 NDU5 0'-0" `r' o HDUS 7 � ABOUE L_ __ ___J � `_ o '
<br /> ' T
<br /> ^ -7/2 P 6 5 , 4„ I D 2 ( ` � B 1 � I D2 I Pg -7�h" .� Z �
<br /> : D2 ' : ; HDUS � ;, S1.4 SWSB1 x7 SL4 � HDU5 , � 5 �
<br /> 4..
<br /> � 0'-0"
<br /> 20'-6„ , I :.: I
<br /> �. , DU8 HDU$ -; _ DU8 � � � HDU O
<br /> _._ D2 '
<br /> ' 7 ' � _\ HDU8 20'-6" Hp +0'-0' "i � QO �
<br /> e I _ I , I �
<br /> �
<br /> �' a
<br /> � ; _ ...._..._ i -3�/2"I __ ._. .� ., ._._.� � � D2 » � ��N f ' __._ ..._, _ _ I-3�/z" i _.__ __ � � Q � v
<br /> _._.. .._._.. i
<br /> , �- ` _ _. . �
<br /> i I I o I � 3%z � �, i - � � � � (� m '�
<br /> STHD14 � 18 11 „ I I ; i 18 11 ; ' I CONC. I CO 18 11 „ , ' ; 11 98 � I I 11 18 � 3 Q
<br /> I -7�/2 I I ; N S6.0 D2 -7�/2 I SLAB I � 7�/z 7%z" D2 S6.0 N I I � " � STHD14 Z j
<br /> � 2P3 S6.a D2 2P3 L------J TE T _, . : L----J `�' S6.0 D2 __ - ` L------J 2P3 -7h D2 S6.0 2P3 j � � � o -�
<br /> , ❑ o �
<br /> �------ ------------------------------- ---- � � ------------------------------ '
<br /> 3Y2�� 2P3 1�_�» 1,_�» � 2P3 I � 2P3 i T- ----�
<br /> `� 4 2P3 N 1'-0" 1'-0° 3/2 � J �
<br /> C O N C. 8'-3" 3'-8" �,_6�» 8,_3„ �,_s�„I 8'-3" C O N C. � _
<br /> SLAB SLAB m
<br /> 11" 4'-6" 7".6° 2'-9° 16'-3" ' 2'_6'> 3,_��,� 1�-3' 2'-0" 1Q'-3" 1�-10%" 4'_0" 11'-4" 1'-10%" i0'-3" 2'-0" -3 3�-��2�� 2'-6" 16'-3" 2'-9" 6�.7" 4'-6" 1i" M o
<br /> 6'-0" 25'-7�2" � 19'-0" 15'-4" 19'-0" � 25'-7�2 • 6'-0" W °' T
<br /> $ 11
<br /> 53'-4" "' �
<br /> ....
<br /> 96'-4" � �
<br /> B U I L D I N � TYPE E FOU N DATION PLAN :: ; �__r��a,� ,
<br /> 1/4"=1'-0° �,~`�ji� ��rt 5t3/.r�,�,, �F�+
<br /> BUILDINGS 5,8,9,16,1 9 & 23 �-,,�� ��`;�;r�' �
<br /> ;:� � 4��� W
<br /> fl f-: i��'I_„
<br /> fl r4( � � `�� �
<br /> �'; t f . p `, k,:
<br /> . . �l/l� ��` . t� �: � � .
<br /> G�.��`f''E. '�3<1$b�.} �' �'
<br /> ,�S I�.�-�_�L s�t�;. Q �
<br /> � �f r���l �� � �.
<br /> Q4l13/2017 � �
<br /> � � Q
<br /> W o � U
<br /> t/�► � _ �,
<br /> �
<br /> FOOTING SCHEDULE �- � � �
<br /> _ 0 3
<br /> J � � �
<br /> FTG. SIZE DEPTH REINFORCING REMARKS = � L
<br /> L O
<br /> C.� � �, Z
<br /> �-�" 18" x 18" 1�" WAY#BOTA W � >
<br /> FOUNDATION NOTES � �"' W �
<br /> .�., 0
<br /> +33' .� �
<br /> ELEVATIQN AT TOP OF CONCRETE -� LOCAT(ON OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. '� �
<br /> PROVIDE TIGHTLINE AND RISER BOOT -
<br /> +2fl" FINISH SLAB ELEVATlON REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1:1 FOR � O
<br /> F.O.C. FACE OF CONCRETE ADDfTIONAL REQUIREMENTS. Q a
<br /> , � GROUT REQU(REO @ POST BASE
<br /> CONCRETE CURBSfSTEMS ARE 8" UNLESS NOTED. �
<br /> PORCH SLAB ON GRADE SHALL BE 3 1 2" MINIMUM THICKNESS. r
<br /> �•••••••••••••••• R-10 PER(METER fNSULATION � .
<br /> REfNFORCE WITH 6x6 W1.4xW1.4 WWM CENTEREO fN SLAB. PROVIDE PROVfDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o Q
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARR(ER BELOW SLAB OVER 6" FRFE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL w
<br /> SCHEDULE GRAVEL OVER FfRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED w
<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 �, Job No.: 13-47
<br /> HD # HOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � Sheet No.:
<br /> �� � RDJACENT GRADE UNLESS OTHERWISE NOTED.
<br /> �
<br /> m F '14
<br /> Sheet Order: A B U F R E S D I �
<br /> z
<br />
|