Laserfiche WebLink
, . . . . . {t:R -� . .. . <br /> , 18"x18"x10" FTG W/ (3)#4 EW BOT 10" SQ. GRADE BEAM W� { � �, ; <br /> W/ 12"x12" CONC PLfNTH, TYP. (2)#5 TOP AND BOT, TYP. �, j # <br /> � �� � � ��' �t�I�.��� J -._ � : � z ' <br /> 2 3 4 <br /> � g 4 <br /> �������� ��� ������ � €��� " � u£ �,v f� "�� 1' �' �� f� � < <br /> �./� �� � i � fs ' r <br /> ,�{,}�1(// l ,� y . .�i __"s ] .y1 � �e } � A r ��-t�: �. x 3 c ' <br /> � � 5�C/�+[+�l " - y� 4 � � � � lYt i: � � . <br /> ]� *F t�P �� � � .. <br /> �� ; �2 t� " � <br /> � � 82'+-0" 0 � �, � at��� �9 � : <br /> � 3 ��s{a q ;19 ��� � p s .-��� a � <br /> � . � _ � , � M1 5� @d �i � xl ��.��� , �a�n�=� �'� '��i � �'- � ��x� _ <br /> } � 8' <br /> � r n - . X � .�' 7 -;1 ft P)2' �"�" i y � � a. <br /> 2 CJ'—7 � ' � r ' � ' .,a � y � x � s�s �� � '�� E�r <br /> . 6 -0 �2» � 15'-4�2' 15'-4�' 25' �n' y ' 3 <br /> I 1 I —7 ..`t � lt.. 1 5 i'_ 3 M r �� � g . <br /> . L � '�.ds'. a.3 . O',,.14..�4 o a,,,,�t ;"` ?.� y':..yb �`""s-..�,3 �'� <br /> � 5 -4�2�� 14'-6" 5'-9" 12'-7" 2_9�2�� 2'-9�2 12'-7" 5'-9" l4'-6" 5�-4�2� . � ��� �� ��,�� jt <br /> � � � �� �� <br /> 1'-3" �2 1'-3' g» ��_�» �,_�>, 9» g» �,_�„ �,_�„ 9„ ��_3» 12 1'-3' ' <br /> � � � E <br /> D2 ,�6, 20 ,�6> >,6� 20 6»6, � �; � k;, � ,� } <br /> D2 ���a ;� ; � � �� �� s <br /> : . ? <br /> � `� � � „ � ��,. t`� � � � , �; � � <br /> � --- ------- ----------�: I----------------------� � , 6.OT 4'-4� » O � i O q.�_41 � S6. , ------- --� r� � �: s , . �3 ? - x ;*t ' <br /> Ft. �4 F1.5 �i.5 �4 F1.5 � r--------------------1 �c---------- t ,. �'k a <br /> r--� L_-� r � -- - -------- -- � -, ---- ---- r--� -- ------- - -- �--� ---------- _-I L- ' <br /> ---------- � — ,i�� ,/X .�-�_—'O _ 1 _—� X -- ------- i 37'2� l��Nl�. S�/'18 1 14 i � ';r '� <br /> . � � � i �q- � ��Zr CONC. SLAB i ----------- L `..: ;-- — L ,J �� L J L J _ . �.: I �,� : � � . <br /> S6.0 D9 � g-�,----- � L -- - J � 3 . �t �tn ' F ` � �f r r, <br /> in � � STHD14 � ��I I-1 D1 S6.0 � r7 I iCet.�;# �r�,', E�'�'st��tt 4r;���' i�`��.� �� <br /> � � I 1 � � I I �� I I \ \ I I � �r I 1 5THD14 � � `� -�; , �-.��11�, r � i a,��::�<q�:�..� <br /> �> r---- � d- �t- r----� � � �� I �� � �tr � ; f n -r F � <br /> STHD1 i D2 -3h P6 i ��2" � � � i 3�2 i STHp1 � � � � � � THDl4 i 3�2 N I I ��2 � nC -3h' D2 I THD14 �r �l , .: ' <br /> � rv I SFr��� �(I sti: itSdcr{t.� }{°�i'f.;�'v3?� ��.. <br /> i i i i . i CONC.i .� i i � �. i i � iCONC. � i i i i <br /> -- ---- --------- --------- ---- �--!---- �- �-- � <br /> ------ - � --� "' ---�--� <br /> A ` _. __...__.__ __ -- _ I STHD 14 � ��1�+ � —-- -- - - � - �3��7�CB—� --— -—--—- _ <br /> --------- --------- ---- -- <br /> , __ _, ,_.... ..___� STHD14 _ _.. .. _ _ _. . <br /> � o . _ _ _ ____. __. _ _. . <br /> ` o t: _,. ._ . .. _.. v_ _.._ _ ,___ __ _...__. . ..._._._ _.._., o o _ _ o � 5052 <br /> � P6 i ; _. _ i i _ _ � P6 ;� REGISTERED • <br /> i� ', -3�h" 5 N N 5 -3�/2" � N . � ARCHITECT <br /> 12" DP MAT SLAB � ; D2 D2 � 12" DP MAT SLAS <br /> ' � _ _ _ __ � <br /> W/#5 C�? 12" O.C. _. . _ -- ---- �: '�� .._ _ _ ��� W��S C�? 12" O.C. <br /> E.W. TOP AND BOT. E.W. TOP AND BOT. RoeERT E. WEIB�E <br /> P6 � STHD14 P4 I 2P3 STHD14 � <br /> � � STHD14 D2 STHD14 ' STHD14 � STHD14 P6 � STATE OF WASHINGTON <br /> 1 I � D2 � <br /> 1 i : 5 5 � i <br /> '' D2 2 — �i Q2 D2 �'i 2 D2 ,- <br /> P3 \ D2 , N \ ; ,� N D2 \ P3 <br /> � � P6 ' P6 " j' j' r- P6 P6 j _N ' <br /> \ \ I ., o o , o� � ' 'c� <br /> � � 0'-0" . � HDU11 i � � 12" DP MAT SLAB � � i " HDU11 � 0'-0" �� � <br /> � � STHD14 : N r- 1,2 P3 ; ' ;� W/#5 O 12" O.C. ! ;� I P3 1,2 CO � N STHD14 °' <br /> HDU8 ^ S1.3 i � ; E.W. TOP AND BOT. � ' '� � S1.3 � ; HDUB � �. <br /> A ' POST POST = <br /> � —� i� �� <br /> � <br /> ;-...._.._.__ __.__ . .... ABOVE -0'-0" -0'-0" ABOVE I ; �' � _ _ . _ p._ � '. <br /> _ __ /_._. .: _. �.. � [ \ i _ <br /> � 6� ' ____ . _. ._ ._.I__. - -—►- � . _ - - cn <br /> - .__...__.._.._. _ .�_..... .. . � ----- - - — _ _ <br /> ,� ` _. ._ - --- � o <br /> _ ` � <br /> � , � _ ..� r.._ _.. _.__ __ ____..�. ._... ____.. ,� ; � , i , ` � _ _. _ .. . <br /> � <br /> i � <br /> ' , ; � � .:,� � . , - <br /> ; � , _ ,.�_..._ _ .__.. __._ �...., _ ___ _ , � <br /> . 1 2 ' � ; ; � _. _.. _ � � „ w <br /> \\ , , i i <br /> �'� : �� -2 <br /> �o \ 6,_�„ 1'_9�2» 2>_73/4„ ' 10'-8" � � : I � � � i � � _ 10'-8" 2�-�3�4 � -9Y2 6�-0" � � z � <br /> � � i' � I �' i i I � � � O - <br /> � � �n _�3�4�� ,n , � <br /> �r ` 0' p" g ` �-, - O,_0„ �' �' W <br /> , ' 3, <br /> . �„ <br /> _ , , <br /> , , ; <br /> 11 6� 8 U <br /> 3' 834 ^ Y <br /> ' D2 ! __ . __ , <br /> . , , <br /> � U <br /> ' ; 5'-4" i S6.0 ; '. D2 i 5'-4" _ p� o-' _ <br /> , _ _---_. _,_ __ _ _. <br /> � ____ -_ . <br /> g - ---- --------- - -- . _. _.. — — -- - , <br /> - ; _._ .�_� . _ � -- ------ � <br /> � -- - --------- <br /> W Y � . <br /> � <br /> � I i i._.. _ ---- - z U _ <br /> � - __. . . � '. <br /> �N ' � S6.0 0 -31/2" D2 S � ._ ., � � ,.. , i g 3'/2" �w 13 �N O m � � <br /> � � cn i : I � o � ; i D2 o S6.0 � �N co co <br /> � � 9 � � 9 , v, i � � � ` <br /> , _ <br /> �, ; STHD14 �..._ .. � ''� : D2 ; ; D2 ' ' I ,� "� STHD14 I o � °-' ;, <br /> _._ ' , _ <br /> L._.. �I � S i � � ; � N � O o��0 � ' <br /> _,__.__ .. .._.. __._. ._.. � ip i d- d- i, � t' o �: <br /> ; \ I � � I \ „_ ... _. �.:; <br /> I I I I `�j 9 ' ` ' � r. <br /> � � <br /> I I I I N S6 p 3-8�4 �, 1'-5" ' � ' 9 � �a z '`-�� <br /> i �'_5" I; 3-8�4' S6.0 N I I I I <br /> I I I I _ i I I I <br /> ,; ; � <br /> I I I I � ; I' ' ' '' � I i I I <br /> �' I I I I � � Q2 ' � ..� --- - - --- .� I ' D2 \ � 1 I I I � <br /> �o I I I I N • N I I I I � � <br /> I I I I �, ,-- � <br /> \ ( I I I i � � P6 i ;N P6 P6 N i P6 ' �N i I I I I ;N � o <br /> ''� I I I I � � � ' � M � I I I I \ �, , <br /> � � I I I I I � P6 ` � ' I I I I , � P6 � I I I I '� � a � <br /> o' m � o� o� o, I I I I Q, � . <br /> r�-1-----�—�-� � _ _ � , ; I � r-1-1-----�--�--� <br /> � 5 5'-4" ' i , 5,_¢, <br /> I D 2 ; � 5 LI I � <br /> �, �- d- : : D 2 � <br /> � i I ' � o ' , 0'-0'� p � � � D �_ „ � , o � ' i I o <br /> � o I Q 0 i 1 � Z <br /> � � � ' <br /> � I I r� � THREADED ' __ o _ � I THREADEI� '� : � � ¢ to <br /> I I � '- ROD � � +0'-0" ; � ROD ^ `- , I I r- <br /> I i �OR HQU5 ` I FOR HDU5 � � � � M a � � <br /> '---- - -� ABOVE ' <br /> -7�h" P6 � � � HDUS 7 , , ABOVE ' - -- I <br /> M � � <br /> I �- -J � � <br /> 1 � 4» I D2 � HDUS � D2' . 4�, 5 � P6 -7�h" � Z � <br /> I D2 ; HDU5 HDUS ; ' � <br /> �i' 0-0 ' 2a'-6" _.. ,�_.._._; __ .._.._., _' HDU D2 � +0'-fl" i' � z O <br /> . �. , DU8 HDU8 DU8 i HDU HDUB 2a`-6�� <br /> � o� co �' � ~ <br /> � i ' _._._.. _.._ .......__ _ � —3�2"� _ ____ .! _.__ �_. , ._._ � - �— �2" _ , J Q . <br /> i ` <br /> C ---- ------- ` -f------- --; ; _ , - '- -- - ----- � � � " <br /> I I I , ^ , I + . ------- ---- � = m � <br /> I I I ` � � 18 11 ' � 11 18 � � Z � Q <br /> STHD14 � 18 11 , <br /> �, � . >, ,� —�— ,� � � � 11 18 � , 3 <br /> � j 2P3 S6.0 D2 -7%z 2P3 I � I '---_„__; N S6.0 D2 -7�h _ -7% D2 S6.0 N � I � I -7%2" I � -� <br /> STHD14 = a � <br /> � L----- J _ , L -----J 2P3 D2 S6.0 2P3 I � O � ❑ <br /> I� --- ---------- � 2P3 ^i ^ --»- -------------------------------- ---- LL- <br /> L_ ______________________ ___�l � J � � <br /> 3/2 �'_p" ��_p" N F�3 . 1'-tl» 7�_��, 2P3 3� <br /> CONC. CONC. � <br /> ; SLAB 8'-3" , 8'-3° SLAB � <br /> � <br /> ���, 4�_6�> �,�&„ 2,_9» 16'-3° 2'-6" 3+-��2�� 1'-3' 2'-0" 10'-3" 1'-10��, 1'-10�» �0'-3" 2'-0" 1'-3' 3'-7�2" 2'_g'� 16'-3" 2,_9» 6�,�,� 4'-6" 11" o <br /> 6'-0" 25'-7%2" � - � .. .� <br /> i 19'-0" 19'-0" � � 25'-7�2" 6�_�" a r <br /> �,, II <br /> 38' 0" `�' ` <br /> � � � <br /> � , i t � <br /> � 81�, �,� i � � � . <br /> 1 2 3 4 <br /> S ��, �_'_�f����., .�r <br /> p ��'r' C�Y �'ti`��Ft�+-����; � <br /> U I L D I N � TY�" E D LOWER LEVEL PLAN :T : i , .,:��� �i <br /> 1/4"=1'-0" BUILDING 33 !/`r�,;. ;:- � ^ti��r ..:... <br /> ,rl n,,� ( � � ` <br /> ��t�`tif '�t` -v�� � ^ <br /> G,r,`�r�`:��8 GIl '.;�' �,� .�. <br /> f,'Sy�`�T�i':1L S�'�`'C,�=:. O � <br /> � <br /> . ` � <br /> �C,.),}�.A�, �'' <br /> � � <br /> � 04/13/2017 � � O . <br /> W o � � <br /> � � � N <br /> FOOTING SCHEDULE �- � `� � ___ <br /> �. 4 � � <br /> � .� � .� <br /> FTG. SfZE DEPTH REINFORCING REMARKS � � � <br /> L O <br /> ; �1. 18" x 18» ,� (3) #4.'EA. � � z <br /> �� WAY BOT � � W � <br /> � <br /> FQUNDAT10N NOTES � o <br /> ._ � <br /> . +33" ELEVATION AT TOP OF CQNCRETE —� LOCATION 0� DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLINE AND RISER BOOT — <br /> +2Q'� FINfSH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR � O <br /> F.O.C. FACE 0� CONCRETE ADDITIONAL REQUIREMENTS. � a <br /> � GROUT REQUIREd @ POST BASE <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> PORCH SLAB ON GRADE SHALL BE 3 1 2" MINIMUM THICKNESS. r <br /> ••••••••••••�•••• R-10 PERIMETER INSULATION � <br /> REfNFORCE WfTH 6x6 W1.4xW1.4 WWM CENTERED W SLAB. PROVIDE PROVIDE 4" PEftFORATED FOOTING DRAINS AT PERIMETER OF ALL o a <br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6 FREE DRAINING BUILDINGS. MAY 8E OMITTED PER CIVIL AND GEQTECH APPROVAL o <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SO(LS OR STRUCTURAL FfLL 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 BUILDWG. � <br /> 1oh No.: 13-47 <br /> ANCHOR BOLTS c, <br /> HD # yOLDOWN TYPE - REFER TO SCHEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � Sheet No.: <br /> � �� � ADJACENT GRADE UNLESS OTHERWISE NOTED. J <br /> � . <br /> m <br /> � F11 <br /> Sheet Order: A B U F R E S D 1 � <br /> _ <br />