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0 <br />N <br />0 <br />N <br />a <br />Co <br />ILL <br />a� <br />r` <br />a <br />a <br />UD <br />0 <br />J <br />d <br />1 2 3 4 5 6 7 8 <br />352'-0" <br />51'-0" 50'-0 50'-0" 50'-0" 50'-0" 50'-0" 51'-0" <br />01-09 01-09 <br />08-05 08-05 <br />001 0 002 003 0 028 026 027 <br />0 <br />M <br />03-03 <br />11-02 1 1 11-02 08-06 <br />TYP. TYP. <br />017 018 019 020 021 022 023 024 004 005 06 007 008 009 Q1Q 011 \ 012 013 014 015 016 12-04 <br />TYP. <br />12- <br />T1 <br />11'-0" <br />22'-8" 1 T-10" 10" 44 0" -0" 94 - " " 44 -Q" 6'- 44 0" " 1 T-0" 15'-0" -1 " <br />v <br />20 0 <br />Fl- <br />N. <br />►� 1 I <br />0 03-01 03-01 028 <br />038 <br />o <br />o <br />0 <br />ti <br />N <br />O <br />0 <br />o o o o 0 0 o a o 0 0 0 <br />N <br />12-03 <br />TYP. <br />12-04 - <br />i o <br />o TYP. o <br />LO <br />30'-0" 5 0" 44'-0" 6' 0" 33'-0" 14'-4" <br />12-03 <br />TYP. <br />o — — <br />`V TYP. <br />3 zo 7 05-14 <br />.7 P <br />037 12-01 029 <br />o TYP. 12-04 <br />LO <br />ZD <br />03-01 <br />05-14 1, <br />" 22'-0" 5'-0" IT-0" 5' 0" 0" 12'-0" T-0" 11'-0" 12'-0" % <br />�r <br />a <br />TYP. <br />o Il <br />0 _ <br />19 <br />, <br />\ <br />12-02 <br />TYP. <br />036 035 034 <br />o i-X •'1 »b �' I a � o � <br />>, t <br />y <br />i, <br />a ' <br />�� RR <br />08-03 08-05 03-03 08-03 08-05 08-03 <br />OVERALL FLOOR PLAN <br />SCALE: 1/16" = 1'-0" 0 8' 16' 32' <br />1 /16" = 1'4" <br />KEYPLAN LEGEND KEY NOTES GENERAL NOTES <br />O-- KEYNOTE A. ALL EXTERIOR WALLS TO BE TILT -UP CONC PANEL, UNLESS NOTED <br />(� GRIDLINE 01-09 EXISTING CLEAR ZONE DEMARCATED, TYPICAL AT ALL HIGH SPEED ROLL UP DOOR LOCATIONS. OTHERWISE <br />B. REFER TO ARCHITECTURAL GENERAL NOTES ON G2.10 FOR ADDITIONAL <br />® INTERIOR PARTITION INFORMATION <br />03-01 EXISTING REINFORCED REINFORCED CONCRETE SLAB, TYP. C. NOT USED <br />EXISTING WALL 03-03 EXISTING CONCRETE TILT UP WALL PANELS TO REMAIN. D. REFER TO SHEET A6.10 FOR DOOR SCHEDULE <br />05-14 EXISTING COLUMN PER STRUCTURAL. E. DETAIL REFERENCES SHOULD BE APPLIED TO ALL INSTANCES WHERE THE <br />SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE <br />EXISTING DOOR TO REMAIN F. DIMENSIONS ARE GIVEN TO THE COLUMN GRID, FACE OF STUD, <br />07-15 NOT USED. CENTERLINE OF OPENING, OR ROUGH OPENING UNLESS NOTED <br />® NOT IN SCOPE 08-03 EXISTING ANODIZED ALUMINUM STOREFRONT SYSTEM TO REMAIN OTHERWISE, ALIGN FINISHES WHERE INDICATED <br />08-05 EXISTING COILING OVERHEAD LOAD OUT DOOR (INSULATED), TO REMAIN G. GENERAL CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND <br />CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO <br />EXIST CD DOOR TAG 08-06 EXISTING SECTIONAL OVERHEAD TRUCK DOCK DOOR .LOCK IN PLACE NOT IN USE COMMENCEMENT OF CONSTRUCTION OFFICE 11-02 EXISTING HYDRAULIC DOCK LEVELER. LOCK IN PLACE NOT IN USE H. REFER TO SHEET SD.21 FOR SIGNAGE AND GRAPHICS <br />12-01 NEW WHEEL STOP FOR INTERIOR PARKING CITY OF EVERETT <br />12-02 NEW BOLLARD REVIEWED FOR PERMIT <br />12-03 NEW PAINTED TRAFFIC MARKINGS. <br />12-04 NEW GUARD RAIL. <br />© MG2. All rights reserved. No part of this document may be <br />reproduced in any form or by any means without permission in <br />writing from MG2- <br />DSE4_E1 <br />6611 Associated Blvd <br />Everett, WA 98203 <br />DESCRIPTION 0 DATE <br />ISSUE FOR PERMIT 05.05.2021 <br />MATTHEW L. GOELZER, ARCHITECT <br />1006 REGISTERED <br />ARCHITECT <br />L. GO L E <br />STATE OF WASHIN TON <br />LI <br />© MG2, Inc. All rights reserved. No part of this document may <br />be reproduced in any form or by any means without permission <br />in writing from MG2, Inc. <br />PROJECT STATUS <br />Permit Set <br />JOB NUMBER <br />21-5635-01 <br />DRAWN BY CHECKED BY <br />SAC AB <br />SHEET TITLE <br />OVERALL <br />FLOOR PLAN <br />SHEET NUMBER <br />A1.10 <br />