|
. . . . . . .__ . .. . . .._ . ... _ . _ . . . . . . . .. . _. .�. .. .. . : . . .. . . . .. . ' ..
<br /> COL. COL. gASE �' �
<br /> SI E BASE R SIZE
<br /> SLOPE 1 'h " ,
<br /> S�6,� PA�D FTG. 7x7 5/ax10Y2x1'-1" � � TYP. 8x8 �/ex14x1'-2" � ;� '
<br /> P.C. PANE� BEYOND PER PLAN SLOPE SLAB AT � -- . �
<br /> AT SIM. � 8x8 �/sx11Y2x1'-2" 10x10 1Y4x16x1'-4" OVERHEAD DOORS ��'
<br /> , ,> » ,> • o •
<br /> L4x4>cYq.x4 -0 w/3- Y2 �x6 W.H.S. o � , „
<br /> P.C. PANEL 2" (AT O.H. DOORS ( DIAMOND ISOLATION JOINT 5�t6 12x12 1Y2x18x1 -6 g" P.C. PANEL • ' ' s
<br /> • . .
<br /> SEE ELEVATION ONLY . . AN L SEE AS REQUIRED DRY PACK BEYOND • . • •
<br /> � � ELEVATION FOR � AFTER COLUMN IS IN PLACE
<br /> FOR REINF. L4x4xY4 w/Y2"�x6" W.H.S. 1 " .c. #4 CONT. 3Y2" REINFORCING HSS COL. PER PLAN �
<br /> ��„ I �
<br /> ( CONC. SLAB Y2" �y2„ ��� � CONC. SLAB PER PLAN 2-#4 CONT. #4 NOSING
<br /> o CONCRETE SLAB � ( PER PIAN ( 12503 Bel-Red Road Suite 101
<br /> #4 -�� PER PLAN � ��-O�� � , �____� � -� HSS COL. � BASE R PER PAVING PER CONC. SLAB Bellevue, WA 98005
<br /> °° 5/�6 � PER P�AN SCFiED. w/4--3j4"4 SITE P�N PER P�N p 425 646 1818 f 425 646 4141
<br /> .
<br /> � 24 o.c. (TYP.) _ � � '.'� .....:� a . ° ^N
<br /> 0'-0" � i a a , � ' ` HOLD 2" EXP BOLTS (EMBED � 0'-0"
<br /> — � HOLD 2 � o CLR. � � 6 MIN.) �
<br /> --o�...,- i �----� �g o o�_
<br /> o � o
<br /> P A V f N G O R G R A D E �,�,o � HOLD 2" � -� \�\\�\ CLR. i e-� ( I �j\�j\��� „ I I JOINT AS IR O L A T I O N _ • �
<br /> � �
<br /> PER SITE PLAN o � 24, �/�fi�/� ��/��/��/� I � �• HOLD 2 '
<br /> o�ocpo CLR. 4 ^i 'oc /������� : I I \\\\� 1 LEVELING GROUT I ( DRY PACK AFTEIRED � • • �8 ��
<br /> \��\�'\�'� # N� ��/��/��/�� ;:I I ( �/ �/ �/�� CONC. SLAB � I _ _ o ��o CLR.
<br /> �\/��\��\��` �\��\��/� BASE R PER ' ! � j\\/\\j\\ NOTE: PAINT COLUMN PER PLAN I � ���\�%�
<br /> --�-�r \�/\�/\�/\� ��j��jf�j' 3 „ �,/�\/�\/�� BELOW SlAB WITH COLUMN IS IN PLACE I I I—I I1-� �/ / /
<br /> _ — �if�i��i�, �.��.��.� SCHED. w/4—r4 � i i � � I � � I!(=1 I li � �� � ���i�i�ii.
<br /> • -I I I- \ \ \ \ PAVING PER I 1=�I 1=1 I I- i � I I I—I I I—) I ( ASPHALTIC EMULSION I Q -0 �/�/\ �\
<br /> N � -� � '' �/////�//�� ; -� � � i� �—i �i EXP. BOLTS (EMBED ii � i � i 3Y2 // //�/��
<br /> �ER P�N � � �.��%��, SITE P�N -, 6., M�N., , r ,---- �� �� ��% UNDERWOOD GARTLAND
<br /> � - - I I—I I I—I\I I- j�- . 1 y2>, .///////j/�,
<br /> z 'II � � II- I d p d �
<br /> I - . BALANCE PER , ( I ' ` I I . .�. : _:' ::,. . �.�\.�\.�
<br /> � • 1" LEVELING GROUT
<br /> - � =� a a o `- � � . . , o � No�.Q 2" s ,�—o�� i��_„����„a � i- D E V E L 0 P M E N T
<br /> � SECT. A-1 .1 > I I �' oo Q 8 rn� ,
<br /> `� • a d • 3�4�� CONT. GROUT I(=I ( I-1 ( I- - (PER Pl1�N) o �c�� °��' $ q�o�po CLR. #4 i � 24'o.c.
<br /> a - _i i ,_i��_ � � � ��'\� \�'` hi �i ��`\�'\�"
<br /> � � • • � o W �/\/\/� !, �/�/�f�
<br /> � PER PLAN � �� �� w w � -�/ // //' //� ll 4I // // /�
<br /> � � —i I 1=1 I I—I 2-#5 C�NT. TOP & BOTTOM z I 1-1 I I—I i I- � } _� � r a �a � _ �, � �\ �\ �\ � a a �\ �\ �\/� PO BOX 3513, BELLEVUE, WA 98009
<br /> � � i _ i_ � i i�—i i�- � � � o�i�i�i� a J�. J� . a /�/�/�� . .
<br /> c� ( I,;.I I I-I I - � ir a � � i .• e 4 4 • � . _ � � w \�/�\�/�\�/� a . �\//�\l/�\//� . a . BALANCE PER
<br /> � i a j a�] a a~. � = v `�//��/j�/j' `�/��/j�/j.' ,4 S ECTI ON A-1.1
<br /> f- \.,�\..�\.� a \��\.,�\.,� • a •
<br /> � a a d� - ------ o� Q � j I��,I I i��I I !- : 4 � a I I���I I I�i�I I i- _ — .� ��
<br /> PER PLAN —I I(—I I 1-1 CONT. FTG. BEYOND -i i�—�j r '� � � Q � -i i �—� � i-
<br /> � I I,;I I I-I I � CONTINUE REINF. � � —
<br /> THRU PAD FOOTING ``� � -��'�i i�- PER PLAN
<br /> PER PLAN SEE FOOTING SCHEDULE � SEE FOOTINhG SCHEDULE
<br /> FOR SIZE & REWFORCING � FOR SIZE & REINFORCING
<br /> SECTION A- 1 . 1 SECTION B - 1 . 1 SECTION C - 1 . 1 SECTION D - 1 . 1 SECTION E-- 1 . 1
<br /> SCALE: 3/4"=1'-0" SCALE: 3j4>,=1'-0" SCALE: 3/4"=1'-0" SCALE: 3j4>,=1'-0" �5 SCALE: %4"=1 '-Q„
<br /> 2�� �'� SHUTLER
<br /> P.C. PANEL PER y�+ O�� �ONSULTING
<br /> ELEVATION CONCRETE SLAB �__ ENGINEERS Inc.
<br /> � PANEL & PER PLAN 12503 Bel-Red Road, Suite 1Q0
<br /> i FOOTINGS , „ Bellevue, Washington 98005
<br /> 0 -0 (425)450-4075 FAX: (425)450-4076
<br /> P.C. PANEL 2„ ( o �,_o.. �,_o., 4 � . e
<br /> SEE ELEVATION " � � �� `� �� ° • • • • • �2017
<br /> FOR REINFORCING #4 `� 2-0" DOOR OR P.C. PANEL #3 _i � 48 o.c. #3 _i � 48 o.c. a a o 0 ooaa �o g y
<br /> � 24 o.c. BEYOND 4'-s"
<br /> Ali ri hts reserved. No part of this document ma be
<br /> WINQOW SYSTEM #8 c° {� 12"o.c. o�o ^I reproduced,in any form or by any means,without
<br /> a' d �I—� I I—� I� permission in writing from Shutler Consulting Engineers, Inc.
<br /> � ', PER ARCH. 4" TOPPING SLAB 4" TOPPING SLAB ° i i�—i i i-
<br /> PAVING PER SIDEWALK, #4 NOSING w/#3 � 15"o.c. 8" CMU WALL w/�3 C� 15"o.c. a . -Q a� � �
<br /> SITE PLAN � , EACN WAY (GROUT SOLID) EACH WAY _ _ _ �
<br /> PAVING OR CENTERED CENTERED -i i�—i i i- " �
<br /> GRADE PER CONC. SLAB M �
<br /> CONC. SLAB ARCH. PER PLAN > INFILL w PEA INFILL w PEA
<br /> PER PLAN 8' CMU WALL � 2-#3 HORIZ. � 4'-0"x1'-6" SLAB STRUT
<br /> � ', p°_p°� ,_ ,> (GROUT SOLID) GRAVEL PER PLAN GRAVEL PER PLAN w 16- 9 CONT. ACCROSS
<br /> — — — � �`� '- 0 0 � #
<br /> �
<br /> BUILDING
<br /> 3 ,-� I I—I ( 4 ° o 0o HOLD 2" °� I I—I ( I—I I I- • ! HOLD 2" 2-#3 HORIZ. 000a oQo� �oQo
<br /> /4>, LEVELING -I I I- �oc�� CLR. i�'—i�i ; 8 oa , ' ' '
<br /> GROUT � \//�\//\������ P�N \�°�\�� C�R. CONCRETE SI_AB � � °Q Q° '. ' °D (PER PLAN)
<br /> 3 , � -
<br /> � . � >� � � � � � \ \ \ /`//j//////� P E R P(AN e o p, e o q v _ �
<br /> I � Q d I \��\��\���� J �\/�\\/�\/�� , �, - d d N �
<br /> ' I \ \\ \\ \\ � � ; ,�'_�" �j �f �j� ." ` oo Q'_Q" o0 00 0 —� 4 U 0
<br /> � W
<br /> ° � ° � ° ��/���/���/� � �w #4 °' � 24"0.c. j\\j�\/\\ o o a a d a d a =
<br /> a . ' • • � I1=1I1=1I I- _ - � ���\./�\�� :.. d �
<br /> I I �i �—I I �- = c� P ��_� � �—C��� d a : d a : a a � 9-20-17 PERMIT REViSIONS
<br /> � �
<br /> a �-- -----_---a . d � � -� i ,—� � i- ' a . 2
<br /> d d p C� -I I�—I I I- -1 I i—I I I- v . �
<br /> Q � #3x1'-6" � CONCRETE SLAB #3x1 '-6" C�? °
<br /> � � 8-1-17 PERMIT COMMENTS
<br /> � � Q � 24"o.c. EPDXY 4" PER PLAN 24"o.c. EPDXY 4" d Q : w 5-9-17 PERMIT SET
<br /> -i i'—i i i- `�' � a BALANCE PER {NTO CONCRETE INTO CONCRETE a a � . � 4 °� 18SUE NO. DATE ITEM
<br /> CONT. FOOTING SEYOND � a SECTION A-1.1 SLAB SLAB Q =
<br /> CONTINUE REINFORCING • • ° � d a ° W
<br /> THRU PAD FOOTING a•
<br /> (WHERE OGCURS) I li��I I I���I I I� a � . . � � , . ■
<br /> -Q a.
<br /> SEE FOOTI SCHEDULE
<br /> r FOR S1ZE & REINFORCING -i i�—�i i- ;� �
<br /> i
<br /> SIZE & REINF.A PER F-fG. SCHED. _ � c• "Eqo
<br /> O�``��4 �ASH�y 9y
<br /> SECTION F- 1 . 1 SE�TEON � - 1 . 1 SECTION H - 1 . 1 SECTION J - 1 . 1 SE�TION K - 1 . 1 A ��
<br /> SCALE: 3/4 =1 -0 SCALE: 3j4„=1'-0" SCALE: 3/4"=1 '-0" SCALE: 3/4"=1'-0" SCALE: 3j4,>=1'-0" �'^�GC�UqA�M�N�`i����4
<br /> �S��NA L E11��
<br /> 2'-0" 2,_�„
<br /> 3"3t�6"=1'-6"3' 3"3�6"=1'-6"3' � Q ;;�-6" P.C. PANE� Digitally signed by
<br /> CONCRETE OR � � PAVING John Headland
<br /> k � HORIZ. REINF. - HORIZ. REINF. � __ ,< PAVING PER -
<br /> � ` � PER PANEL ��' i PER PANEL � Q `D � ARCH. (TYP.) W CO PER ARCH
<br /> ; ; ,
<br /> '� . ELEVATION ELEVATION = c�;� Date: 2�� 7.�9.� 9
<br /> 6" P.C. PANEL —
<br /> Q q -� i i,��—���- I 1 5:5 6:3 8 -0 7'0 0'
<br /> 4-#8 E.F. C� 6"o.c. 4-#8 E.F. t� 6"o.c. 4 H O R I Z. �� #5 VERT J @ 12"o.c. ' � I— I 1=
<br /> #3 � TIES (8 TOTAL) #3 Q TIES (8 TOTAL) C� 16"o.c. i CLR. -� I („,I�
<br /> � s�°o.�. DETAIL m � 6°°a.�. DETAI� n � X �,_6„ . . s • . , �
<br /> CONT. HORIZ. BARS - CONT. HORIZ. BARS � Q � 4 HORIZ. Q 16"o.c. BALANCE PER TYPICAL
<br /> TO END OF WALL TO END OF WALL 2 '�D WEEP HOLE FREE- #
<br /> N � ', �y2 " TILT-UP RETAINING WALL
<br /> Cs� 48"o.c. , DRAINING � _
<br /> 1 StAB STRUT 1 °°° BACKFILL °°0 - » ;" C R. DETAIL ON S 6 5 _
<br /> � PER PLAN � #4 VERT. J �� ��° o�Qo °� o X 2 � WEEP HOLE UGJ 63 FedEx
<br /> CONTINUOUS I Q � 48 'o.c.
<br /> � � � 12'o.c. FOOTING DRAIN �- �
<br /> > >,
<br /> � g p'-0" � g � oQoo °000 PER SOILS CONCRETE OR 1 -6 FREE-
<br /> P.C. PANEL o ,o ENGINEER DRAINiNG CONTINUOUS
<br /> ROUGHEN SURFACE CONCRETE SLAB � � � � Q
<br /> � �'-' SEE ELEV. FOR - -� —I I ! o BACKFILL F-fG. DRAIN NARDESON ROAD
<br /> AT COLD JOINT PER PLAN .` k4 N U -� � �—�I i Qn� ASPHALT PAVING
<br /> � � � � � BA�. OF REINF. � � o �° � " PER SOILS
<br /> � e cn - PE PLAN �/ap #4 � 16 o.c. PER ARCH. ''�o oo� �
<br /> o � . Q. o ^ o� , � oDo� o ENGINEER Everett, WA
<br /> (PER PLAN) � � 8 » DET. m � . a . i . � `° $ ,. DET. n " . i • o � a
<br /> PANEL LEG
<br /> a � ,I 6 o.c. :. o _ � 6 oTC � a i — BEYOND
<br /> 4 . " �
<br /> . .. . � ^ �• I i
<br /> � O o
<br /> � � TO MATCH � �° P.C. PANEL �j � TO MA H - -� _� t 4 �Q � -I I I-
<br /> d _ � W I ij��i/��i/��ij� r' � Q o o " °�— #4 Ca? 16"0.C. • ' ` •
<br /> a Q �v v � � PANEL REINF. i,���j,��j. SEE ELEV. FQR �o PANEL REINF. , I I�i�I I I��iI I I- o �
<br /> � � _ -111 • � BAL. OF REINF. - o
<br /> _lll . � 8
<br /> � ° � a ° d W � PER PLAN �� PER PLAN ;� � -� �—� I - 5- 4 CONT. °' �
<br /> � I
<br /> a . .� � • • � • � . •• � � � �. �d .. 'd . . C� : . - � " 'd "' �d , O : . ' � � ^ �
<br /> °; � ' N J �y J EREGTION O N J Q � i Q RELEA8E FOR: PERMIT
<br /> 3-#3 � 18'o.c. a . a a. � o a a . ,. � Q I � d
<br /> w a �,., PAD FOOTING PANEL �E� T�r�: FOUNDATION SEGTIONS
<br /> M �ULL LENGTH OF - - - � . Q I I I I I I I I- - • i • i a
<br /> � -� � � _ � � � = BEYOND � �—� i - BEY�ND
<br /> o SLAB STRUT -i i�-1 I I- � a ' a ' a o � d d ' a N � '
<br /> � SLAB STRUT a 4 ca � ° 4. c� 1y2„x3Y2" KEY 1,_0., 6�, �,_�„ r,.� � �I .� � � �
<br /> °' 4'-0" w/16-#9 CONT. o , � Q a � c�
<br /> o ACROSS BUILDING a. a ` ° 7 4 CONT.
<br /> � , a W a a d d a w 3'-0" 1Y2��x3Y2» KEY #
<br /> 3 d' ° a . n. � .. d;'a a . a. a. ENQINEER: JH DRAWN BY:
<br /> (�—� � �
<br /> -o d. -
<br /> _ _ a =
<br /> N SEE FTG. a ~ Q Q , d ~ -I i i—I i i- REVIEWED BY: �JH APPROYED BY:
<br /> 4 ° � ° Q �° w SEE FTG. �° `d ° a °- ERECTION
<br /> ~ SCHED. 4 � � � ° " � � BALANCE PER TYPICAL PAD FOOTING »
<br /> � ` a.. �° � � SCHED. . a� a . d � -� 1,_�,. 6„ 2,_9 oArE: 5-9-17
<br /> � FOR SIZE a, a. � ' � FOR SIZE a. a. ' � TILT-UP RETAINING WALL BEYOND 1 . 1
<br /> � & BAL. OF � - - - & BAL. OF ` - - - DETAIL ON SHEET S-6.5 4�_3�> _ BHEET NO:
<br /> N REINFORCING '11=111,=11' REINFORCING 'T,-III�II� PROJECT NO: �7-�$ 3 OF 16
<br /> � SECTION L- 1 . 1 SECTION M - 1 . 1 SECTION N - 1 . 1 SECTION P - 1 . 1 SE�TION R - 1 . 1
<br /> � SCALE: 3/4"=1'-0" SCALE: Y2>,-1 '_0" SCALE: Y2"-1,-0" SCALE: 3j4,>=1 '-0" SCALE: 3j4„=1 '-p"
<br /> �
<br /> x
<br /> w
<br /> �
<br /> �
<br /> �
<br /> n
<br /> Y
<br />
|