|
6°
<br /> P.C.
<br /> PANEL /
<br /> �, ;
<br /> ^ ' 2� �,. �
<br /> � g CLR.
<br /> �
<br /> ¢_ • • "
<br /> #5 0l2'=0" � 15"o.c. � '� ,---�� • � �
<br /> PAVING PER � . • . • .
<br /> PAINT w/ASPHALTIC PANELS 09 & 19
<br /> ARCH (IYP.) '
<br /> EMULSION AND P.C. PANEL ',
<br /> ' l l-1 1 1=
<br /> COVER w/3" GROUT PER TION -��I,�,� ( 12503 Bel-Red Road, Sui#e 1 Q1
<br /> 0 k.
<br /> #5 VERT.
<br /> ` ` �.3x3x3/$x 1'-2" �
<br /> FL�3/sx3x1'-p>, `=�kx<��s w/3-#5x3'-0" � 12"o.c.
<br /> Bellevue, WA 98005
<br /> (TYP.) � � ti C� 6" GA. (TYP.)
<br /> p 425 646 1818 f 425 646 4141
<br /> �, ��
<br /> �'2x10x1 '-8" ��f� � 0
<br /> #4 HORIZ.
<br /> w/6-#5 �� 4: x: PER PLAN � 16"o.c.
<br /> w/STD. HOOK �'- i Q
<br /> . `�,
<br /> ,�., a X
<br /> �. '� � TYP. � �
<br /> PAVING OR F� �. ' �4 p'-Q" SLOPED CONCRETE SIAB 1'-6"
<br /> GRADE PER SITE � �`� 2 � WEEP FREE DRAINIG
<br /> PLAN j � ` �' '�.. PER PLAN (TYP.)
<br /> � , , a.
<br /> HOLE � � BACKFILL
<br /> I I�I I1=1 I (- �.:; { j � �8°O TRENCH DRAIN & TRENCH DRAIN & 48"�.�.-,. UNDERWOOD GARTLAND
<br /> i�� � I i , , - o��p�° GRATE BY OTHERS GRATE BY OTHERS
<br /> N • I (i i�I ( li�il I I- �PER PLAN) . VARIES L-1.1 t
<br /> , �:
<br /> � a � . � a nP. `� �.3x3x5/�s CONT. D E V E L 0 P M E N T
<br /> � . ,>
<br /> � w ° a • , ° • � . o. . � a 4 w/#5x3'-0 � p0 BOX 3513 BELLEVUE WA 98009
<br /> d . � ' Q. ' , ' ^ Z - ' . (�j �I _I ' . di , � . ' . ' . � Q .d . , 4 . . . 4 .. . �a n
<br /> � TYP. � — U � � o�o0 o m cf'8 0o a a a d . a " 12 o.c. (nP.)
<br /> s- --e ��4 4' ' . ' Q � � . . W � o,�Y�dp� Q,(�aG�,O � . . . . 4 _d � � � .. � . � x ��—I ( I—�� > >
<br /> v. � W d p , d p : � O I I i—I I I
<br /> d a a = ��—��I—�� (- ��=��I �� �- d Q . n a a4 - � �'3/$x2xCONT. (TYP.�
<br /> _ • 4 = U I I �—I I �– e. . • I I�—1 I I � � a a a
<br /> ap ° ° ' a .. Q d a. � w (n #4 PO' " Q ,- . a d a. . . . . a (PER PLAN)
<br /> a a --�-
<br /> 1' —� v a � a . r� � � � � 24��O.C. -I I i—�� ° � d a ad � • � . d .
<br /> � � �Tl'P.� : a e �i Q ' � a
<br /> �» 8„ .�„ — — - � _ _ a o . , .
<br /> 'I I�—�I I- I 1 i (I I- 2 ° �J
<br /> STEP BAR TO
<br /> MATCH C�NT. 2'-0" 2'-0" FR 4 �.
<br /> 2 SIZE AND REINFORCING REINFORCING FOOTING
<br /> PER �G. SCHEDULE
<br /> �2x9xCONT.
<br /> w/2-ROWS #5x3'-0"
<br /> � 12"o.c.
<br /> ��� SHUTLER
<br /> SECTION A- 1 . 2 SECTION B- 1 . 2 SECTION C - 1 . 2 SECTION D -- 1 . 2 �•- CONSULTING
<br /> SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-�" SCALE: 3/4"=1 '-0"
<br /> ��� ENGINEERS Inc.
<br /> SCALE: 3/4"=1'-Q"
<br /> 12503 Bel-Red Road, Suite 100
<br /> Bellevue, Washington 98005
<br /> (425}450-4Q75 FAX: (425)450-4076
<br /> �C 2017
<br /> All rights reserved. No part of this document may be
<br /> reproduced,in any form or by any means,without
<br /> permission in writing from Shutler Consulting Engineers, Inc.
<br /> � •
<br /> �L\ 9-20-17 PERMiT REVISIONS
<br /> / i � 8-1-17 PERMIT COMMENTS
<br /> 5-9-17 PERMIT SET
<br /> 188UE NO. OATE ITEM
<br /> � . � • i � .
<br /> G. Hfq�
<br /> �2`e� �f wAsy� !9
<br /> o ��. � y
<br /> s a
<br /> ���'pG�, 31757 `+.`"��� .
<br /> N
<br /> P.C. PANEL 3/4" CONT. �`�ss�p�A� E��G���
<br /> GROUT (TYP.)
<br /> JOINT LOCATION AS REQ'D Digitally signed by
<br /> FOR SLAB PLACEMENT.
<br /> (PER PLAN) y2"�x3'-0" SMOOTH MUST BE LOCATED TO John Headland
<br /> �PER ARCH. `' DOWEL @ 24"o.c. REPLACE A S.J. SHOWN ON
<br /> (7'-0" MAX.) n� �:r< II �o x CUT BOTH ENDS WITHOUT � THE FOUNDATION PLAN Date: ZO� 7.09.� 9
<br /> y `3.< � Q FLARE & GREASE ONE END
<br /> :��� . �, _�, � CONCRETE SLAB 15:55:52 —07`QO'
<br /> ' f;: - (PER PLAN) PER PLAN
<br /> .�:>,;,, #4 DOWELS Q�24„o.c. I HOLD 2„
<br /> ;`,;�4 I 1-� � I-I I ( e .
<br /> _�>::: �'-6„ -i i�—�I E- CLEAR
<br /> ;::,<;: . . � � . � .
<br /> � ��':� 4 CONT.
<br /> ~ �"� # #5 TO MATCH o� ° o
<br /> 5Y2„ P.C. PANEL ��� 'h"
<br /> w/#4 C� 14"o.c. E.W. , - - CONT. REINF. ��-��� REINF. PER PLAN ��/�%
<br /> j. ;. 4' CONCRETE SLAB -i i f—i i i- _� (STOP EACH SIDE %/\// � OF 0 NT SI��
<br /> �� �� �� � UGJ 63 — FedEx
<br /> '`'`> ^� w/6x6-W1.4/W1 .4 W.W.F. C O N T I N U O U S OF JOINT \ \ \
<br /> `�`"'' •'^'''� w 6%t 1% A I R C Q N T E N T � , „ � -� ) \/�\�/�\���\ 4" C A P I L L A R Y
<br /> P A V I N G ; � � ) R E I N F. (T Y P.) y2' 1 -6 1 .5 H �/�/�/�
<br /> PER ARCH. :; SEE ARCH. DRAWINGS SUBGRADE PER �//��//��//�,' BREAK
<br /> �>• f O R L O C A T I O N. JOINT SOILS REPORT
<br /> ,; % 0'-p,� I��,I I I���I I I-
<br /> TYP . STEP FOOTI N � DETAI L CON STRU CTI ON �1T. G. �. HARDESON ROAD
<br /> ; �ti a . . � =I i I,�;�� �- � � Everett, WA
<br /> " ° ' JOINT LOCATION AS REQ'D
<br /> _ = 1 - — �i` ° . oa . . �
<br /> r.� #4 EACH SIDE JOINT L�CATION FOR SLAB PLACEMENT.
<br /> �o � —� � �. OF JOINT PER FOUNDATION 1Y4"xYs" SOFF MUST BE LOCATED TO
<br /> " .� � � COMPACTED p�,qN CUT JOINT (SEE REPLACE A S.J. SHOWN ON ! s � �
<br /> Y � ?� i� v ° STRUCTURAL FILL #4x3'-0" DOWEL � STRUCTURAL NOTES) � THE FOUNDATION PLAN
<br /> a 3/4" CONT. GROUT � 24 o.c. PER PLAN CONCRETE SLAB
<br /> � � • � � �° CONCRETE SLAB ( PER PLAN RELEA8E FOR: PERMIT
<br /> �
<br /> N �
<br /> M I I I I I I �'—O" „
<br /> o HOLD 2" HOLD 2 a� � r�ne: FOUNDATION SECTIONS
<br /> #4 � 24"o.c. a CLEAR CLEAR
<br /> °� 3-#5 CONT. 2'_p» , a °
<br /> � ��_Q" a c� o 0
<br /> � o 0 0 0 ��� � #4 EACH SIDE
<br /> 3 �\i��� ��� /���j��j �`� OF JOINT �p�NEER: DRAWN BY• 2
<br /> � SUBGRADE PER `���� � \� \� � \ JH .
<br /> SEE ARCHITECTURAL SOI�S REPORT \�j/\�j/\�j� ���%\�%\�� SUBGRADE PER REVIEWED BY: J�-{ �Ro
<br /> = DRAWINGS FOR LOCATION \�����/�\�� `�jj�j/�// SOILS REPORT �
<br /> � ��/����\f% 4" CAPILLARY 1�I=�I 1— - o"rE: 5-9-17 S 1 2
<br /> if�—ii�
<br /> � I i i�I I I i�i I I I- BREAK 4" CAP I LLARY SHEET NO: ■
<br /> D U M P STE R D ETAI L C L4 S U R E S TR I P J T. BREAK PROJECT NO: �7-�8 OF 16
<br /> �
<br /> 0
<br /> � • CON TRQL J01 N T S. J.
<br /> � SCALE: 3/4"=1'-0" • "'r'
<br /> �
<br /> x
<br /> W
<br /> �
<br /> LL
<br /> W
<br /> n
<br /> Y
<br />
|