|
$ 1 �'
<br /> � 5 �F �.ir� � ��� f S f�:.� �l � ���� j , . lr � . •_
<br /> � y ,3 .._ € �, �_�.. $ �Y� �� . jt r j ' ;
<br /> '��� � ._a�,� '?` 3 ..3 , .�;, �,k� 'rY 1, r',�i � , � � -
<br /> � r ��,.:.,,t_� � °�g � � 4�f , ��1�� ,��,' �� �' ' � ,�
<br /> �.d3�� `.ds�� �A/�i�� � 9J FE = + # rj�, ` itr"'";" '� �� � y
<br /> F � {� � i �➢ �` � . /`��i' � � �'� a �� °
<br /> � �'�� �-�t4'�`i� � :� �.��t� ,� �^� . �'/ .� �.� i� i����'� d �a r ��`
<br /> �������� ��� ������' �� ��.. �-�-� ��t ri��� i� � �� � �; ��
<br /> :��{ �,t `ti, r�;� r•t4 s��Y s k�5.gr�
<br /> - �r -+: �" e .j Y�'I`e i" V 1�, �y. ..�-�- .�`; s�.��5 €� t �r p�`r� � �� 4�
<br /> 10 SQ. �RADE BEAM W� �z�. si�r.�ut�L. � t � i ;� �9�` � � �',�` �S � f� �r ;,�-�,}�,�« �.�`, `�� ;�_ ��.,�# F�, ��� ��
<br /> »
<br /> 2 5 TOP r1ND BOT TYP. G�t�� � `� �� ''�"il�: � :��"�$�.��:,';� �''''.-�- r:5�,f �`'� ,�x;,� ���,� �' �h ��i
<br /> 112'-8 ,� , �, � �# , � �� �''` ��e �.n !'����t'1�-1L S�,�C�,'� f�j� y��� , �� �� �r�
<br /> � 18 x18 x10 FTG W (3)#4 EW BOT t,��;.��. �:� �,�� � �� ��$�
<br /> � � 3,�� ��
<br /> 4'V� 12"x12" CONC PLfNTH, TYP. �^�`y �`� ���; :� ����� ��
<br /> 1�'-4'� 15'-4��" 25'-7�2" g�_p�� �r�i �� �� ,,�
<br /> 04/13/2017 ��� �'�� � �� �
<br /> � ' ��� '; �
<br /> 8" , 2'-8" 12'-8" 2'-9�2�� 12'-7" ' S'-9" 14'-6" 5-4�2 � �. "
<br /> �'��� � �.� �� �� �"�, ��� �� ��.
<br /> 1'-0» 9,� 9» 1._�» �,_�,. 9„ g�, �,_�,> �,_�.� 9» 1'_3" 12 1'-3' � •
<br /> 6,�6> 6„6> ..6, 6„6. 0 20 »6' , D2 I #i �` E� �� � '' �' �
<br /> o i. �a ,� � �"� ;, � �
<br /> I � :
<br /> -,��-��- � -
<br /> 4'-3� „ O , i , .� 4,_3� �, O , i I ; O 4�_4� � -� S6. , --------- , ------- --� � -
<br /> �4 F1.5 r I-� r--� f1.5 �4 f1.5 �--� �__, f1.5 --/�'---'- F1.5 �_'_� X�----------- Lx---------- ],� �'titl�t�{o ;��E�y, �u�'� �1�,#
<br /> ---- -- -- --------- -- --- - ---------
<br /> -���-- -� �--- -� i-�-- -� r- _ --�� , - ,-- -, ,� i�
<br /> »-- --��- r-. _ � , ,-- ---�r--,__ � �, __� . - ��-v-�,� _cs��- r��--------- � 3�/� CONC. SLAB � ��- i qt� - �i� x�t>��:�
<br /> 0 4�_0„ -----4,_��-- � » � � � t�IC ist�, ����ts;>Iritt3,s �
<br /> L J L��J L J L J Lr�J c0 � � �y,�� ���Y Ji,�i.�i C `k�J'.i17� il�f: �
<br /> � � D1 S6.0 \ �
<br /> � i ; i � STHDl4 � co �' s,� � �, , �� ,, r•" �
<br /> I I I I I I I I I I �n f �1:-�,vv.v.�.t}
<br /> -� d- ; r-----� Q- �-----� � 1 I I
<br /> „ I ST� 14 � i ,.� i � 5 `N � 3�2� � ST� 14 I i i � � � THD14 I J��2� �i� I I I ��2�� j P6 •3�/z D2 I THD14 � 1�>:tt,r�t� _It_��it�3
<br /> � � � ' �- � �2 � i i � i ' � i i � �CONC. ,� � i i �
<br /> C. � P4 ' I I I I I � � C�NC. � P4 � I I I I I � P4 � `r � I I � I
<br /> B I � � i �T D14 i SLAB I � � � I �SLAB � STHD14 I i 1 ._ _ _ _ d 5052
<br /> / REGISTERED
<br /> o ARCHITcCT
<br /> ___ _ _ . __. �_, . _. _ _ , �
<br /> _.. , _._ __ _..._ _ _. _.___ . .._. �
<br /> _ ..
<br /> , _..__ � o o _ . � P6 ,
<br /> I I 2 � � � �
<br /> � . � . � �� i I N O—Qn . N `J � � � •
<br /> _.. _ __ _.__._:
<br /> D2 I 12" DP MAT SLAB '
<br /> ___. _ __ . ROBERT E. WEIBLE
<br /> _.
<br /> � W�#5 @ 12'� O.C. ' STATE OF WASHINGTON
<br /> ; ( , 2P3 �DU14 I ; P4 STHD14 ' � �.W. TOP AND BOT, P6
<br /> �� ` THD14 D2 STHD14 �
<br /> DP MAT SLAB � 12' DP MAT SLAB 5 � 2 � �
<br /> #5 @ 12" O.C. ; , ! W/#5 @ 92" O.C. I D2 � , ' p2 ,
<br /> TOP AND 80T. 6 �� � E.W. TOP AND BOT. � i D2 � P3 =�
<br /> : ' ; D2 S6.0 0 ' j' `- P6 � P6 � ; ; �
<br /> , I I �- � = � \ .,,
<br /> ��f0'-0" � +0'-0" ' . � � HDU11 � , , \ � ��
<br /> 3'-9�4" � I � P3 l 2 CO 0 -0' „� c-
<br /> ;� I ` , cv STHD14 �
<br /> HDU8 ' i ` '- � S9.3 � HDU8 ���` ,
<br /> ` P 3 I HDUS POST I � � :�;
<br /> ' ' , +0'-0" ABOVE � � ! _ Ca)-_ � z =�-
<br /> ; ; I ; � / . � _ _ __. i O ,
<br /> ------ _ ----i- l __ __..- . _ � y� ' 1- .r
<br /> , _v :: ---- ------ _
<br /> _
<br /> i , ; Y i --_--� . �;
<br /> _ ._.:,\_ ; � �
<br /> �_,, „ � z �
<br /> � � r'
<br /> � r.
<br /> E
<br /> I \ .' 1�-2� ,N � 0 .._
<br /> . � ` I ; - � � ( ' ¢ r °' � 10'-8" 2�-�`'�4 1 -g�2��, 6,_�,� \ � � Y �;
<br /> i � ' � s � � �� I I -
<br /> � 4'-5/2'1 � � � 3'-8�4" � 8 0'-0" � � � _ �
<br /> II ; I , �
<br /> U
<br /> � �==
<br /> P6 : P6 P6 , � '' 5'-4" D2 Z Y
<br /> _ � Q
<br /> � __ O m
<br /> i i -
<br /> I
<br /> . _ I co co '�
<br /> w w w _ 9 » w 13 r-
<br /> _ 1 � -
<br /> . . . . 'N � i w .,.
<br /> 3h
<br /> 4 i cL i � ,-- , .�— - .
<br /> � o \ o t� .,.
<br /> 0 0 o D 2 S8.0 a �.
<br /> � � J � ^N r r , �
<br /> J . I �
<br /> —I c--
<br /> -J � i t �
<br /> 9 _ v�
<br /> i
<br /> (n , , cD
<br /> I �. . . ' � � I � � . O CO
<br /> � ,:_
<br /> i °' i : , D2 ri � STHD14 � �- o :�.�
<br /> I I ! ! co I \ � cv �r _'
<br /> , �-- ' d' . I "� . �� � �r'� .
<br /> cfl � Z -�
<br /> 6 ' ' 6 � � \ _
<br /> , �
<br /> '� D2 ��. „ : g
<br /> , D2 �_ 1 � I I I I
<br /> \ \ 3 8
<br /> � � 1'-5" �4
<br /> �- d- S6.0 N
<br /> I I I
<br /> i 11 i 11
<br /> � I
<br /> , - - I I I I
<br /> �
<br /> I,I ; ,
<br /> = S6.0 i ;_._._. . :_ ___ � S6.0 � ' ' � ; I I I I '� c�
<br /> _ _ .. .._._,._,
<br /> 9 � , �2 ��. I I I I = "' r
<br /> � D2 , -- --- � I I I I � � o
<br /> � � I � I I I I � �, o
<br /> I I P6 = P6 ' � I I I I : a r
<br /> � � � I � I I I i \ �
<br /> � ` � P6 � I I I I i' �
<br /> b, q, I I I I Q, M
<br /> �(� I ' I �J--�----J._.L, .
<br /> --- -- -- ----- �^� 5 �1 I � �
<br /> � : . ._ N g � � D2 I I � cfl
<br /> I ' ,� I �. D2 p'_p" ' o j' I I � � �;
<br /> I o w � �
<br /> � � � ;� I I �- �--
<br /> � ,, -3/2� ' +0'-0" � ' I Trl ROD E� � � � � � �
<br /> � i ; - � � FOR HDU5 I I � p
<br /> �n o 7 ' , ABOVE L— —_ ___J „ �
<br /> � B- I ! 0'-0" 8- i B- I HDUS D2 „ P6 -71/z" T- �
<br /> 1 X7 S1.4 S1.4 �WS81 X7 S1.4 4 5 , -. �
<br /> r.� HDU5 � -
<br /> I `_ I HDU _ .._ HDU8 20'-6" HDU8 D2 +0'-0" i� �' �
<br /> _� � _ =
<br /> I I o I _ �t- N
<br /> / i i _�_, � _� / ^\ �i „ I _' � � ❑ m '�
<br /> t : ( D2 � ; �N � , __ _.__ � . �-3�/2 I _ _. _ �e � � Q
<br /> j 3%2" i �` i ' I
<br /> o ( � � � � o � .
<br /> 11 � � I CONC. I o0 18 11 � � 11 18 i I I 11 18 � �
<br /> -7�/" ' I SLAB � ,� -77h" ' !. -7%2" D2 S6.0 N I I -7�h" I STH014 � �
<br /> D2 L__ J N S8.0 D2 L__-___J 2P3 D2 S6.0 2P3 � ---� (L
<br /> -- � o � �
<br /> 3h�— ----------------------------- ----� �
<br /> - i 4�, _ , 2P3 � ,�' N 1 _0» �,_Q�� 2P3 i � - -
<br /> -3" �� 6�� 3'-8" �� 6�� 8'-3" 1,_S/ I 8,_3, CONC. �
<br /> � SLAB �
<br /> 1'-4" 4'-0" l l'-4" 1'-10�,� 10�-3° 2'-0° 1'-3' 3'-7�2� 2'-6" 16'-3" 2�_9,� 6»�„ 4,_6„ ��„ a �
<br /> 15'-4" 19'-0" � 25'-7��� g�_�,� N et
<br /> �
<br /> �
<br /> 68'-8"
<br /> �i 1�1�-8"
<br /> a � �
<br /> �
<br /> a�
<br /> � �
<br /> � �J I L � � N � T'1'PE F FC�UNDAT{ON PLAN � �
<br /> 1/4"=1'-0" BUILDWGS 2-4,11,12,15,Z5 & 31 � �
<br /> � �'
<br /> � �
<br /> � � �
<br /> � L�0
<br /> � � � '
<br /> . � � �
<br /> FOOTING SCHEDULE � � �
<br /> � � �
<br /> FTG. SIZE DEPTH REINFORCING REMARKS � .� �
<br /> � �
<br /> � 18" x 18" 10" WAY#BOTA � > �
<br /> FOl1I� DATIC� N NOTES �" '� �
<br /> � �
<br /> +33" ELEVATION AT TOP OF CONCRETE --� LOCATION 0� DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. ■"� �
<br /> PROVIDE TIGHTLINE AND RISER BOOT �
<br /> +20" FfNfSH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR �
<br /> F.O.C. FACE OF CONCRETE ADD(TIONAL REQUIREMENTS. �,
<br /> � GROUT REQUIRED @ POST BASE
<br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. �
<br /> PORCH SLAB ON GRADE SHALL BE 3 1 2" MINfMUM THICKNESS. �
<br /> ••••••••••••••••• R-10 PERIMETER 1NSULATfON �
<br /> REWFORCE W1TH 6x6 W1.4xW].4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6 FREE DRAINING BUILDfNGS. MAY BE OMfTTED PER CIVIL AND GEOTECH APPROVAL �
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED �
<br /> sw# SHEARWALL TYPE - RE�ER TO �1/51.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUfLDING. � �
<br /> ANCHOR BOLTS �� Joh Na.: 13-47
<br /> HD BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW o
<br /> ,�/— # HOLDOWN TYFE - REFER TO SCNEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. J Sheet No.:
<br /> �
<br /> � �
<br /> �
<br /> � � � .
<br /> �
<br /> Sheet Order: J� U F �► � � � I �
<br /> _
<br />
|