HomeMy WebLinkAbout7220 201st St Ne_BLD346_2025
COMMERCIAL APPLICATION
PERMIT SUBMITTAL
Department of Community & Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223
Phone (360) 403-3551
THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL
DWELLINGS NOT REGULATED UNDER THE IRC. PLEASE FOLLOW THE SUBMITTAL
REQUIREMENTS CHECKLIST TO MAKE SURE THAT ALL THE REQUIRED DOCUMENTS ARE
SUBMITTED FOR REVIEW.
Name of Project: Microgreen Polymers, Inc
Project Address: 7220 201st NE
Parcel ID#
007933000023
00
Project Valuation: 790000
Legal Description: Lots 23/24 in Jensen Business Park
Owner: Jensen Business Parks, LLC
Address: 20613 Old Burn Hill Road
City: Arlington State: WA ZIP: 98223
Contact Person: Trevor Gaskin Phone: 425-923-0277
Cell Phone: Same
E-mail: trevor@coastccg.com
Address: 328 N. Olympic Ave.
City: Arlington State: WA ZIP: 98223
Engineer: B&T Design and Engineering Phone: 425-557-0779
Cell Phone: Same
E-mail: jim@bntengr.com
Address: 250 E. Sunset Way
City: Issaquah State: WA ZIP: 98027
License Number: 23915 Expiration: 0
General Contractor: Coast Construction Group Phone: 360-474-0600
Cell Phone: N/A
Address: 328 N. Olympic Ave.
E-mail: trevor@coastccg.com
City: Arlington
State:
Was
hing
ton
ZIP: 98223
License Number: COASTCG865CG Expiration: 0
Proposed Scope of Work Building Addition of 4948 SF; 1418 SF of Tenant Improvement
and Occupancy:
Project Name/Tenant: Microgreen Polymers, Inc.
Site Address: 7220 201st NE Bldg/Suite/Unit
IBC Construction Type: F1/B IBC Occupancy Type: F1/B
Description of Use: Manufacturing/Commercial
Building Square Footage: 32624 Number of Stories: 2
Square Footage Per Floor: 1st Floor - 30139, 2nd Floor - 2485
Will there be any installation, modification or removal of the following?
(Check all that apply)
Automatic fire extinguishing systems
Compressed gas systems
Fire alarm and detection systems
Fire pumps
Flammable and combustible liquids (tanks, piping etc…)
Hazardous materials
High piled/rack storage
Industrial ovens/furnace
Private fire hydrants
Spraying or dipping operations
Standpipe systems
Temporary membrane structure, tents (>200sq ft) or canopies (>400 sq ft)
Provide details on any of the above checked items:
N/A
Installation, changes, modifications or removal of any of the above may require additional
submittals,information, or permits during the plan review or construction process.
Statement of Special Inspection
Name of Project: N/A
Project Address: N/A
Special Inspection Firm: N/A
Address: N/A
Contact Person: N/A Phone: N/A
Special Inspection Firm Special Inspectors:
The Special Inspection Firm Listed above will perform special inspection for the following types
of work (separate forms must be submitted if more than one firm is to be employed).
Reinforced Concrete Bolting in Concrete
Pre-stressed Concrete Shotcrete
Structural Masonry Structural Steel and Welding
High-Strength Bolting Spray-Applied Fireproofing
Smoke-Control Systems
Other
All individual inspectors to be employed on this project will be WABO certified for the type of
inspection they are to perform. If inspection is for work that is not covered by the WABO categories,
a detailed resume of the inspector and firm must be submitted. The resume must show the
inspector and firm are qualified to perform the work and testing required by the project design and
specifications.
The work shall be inspected for conformance with the plans and specifications approved by the City.
Revisions and addenda sheets will not be used for inspection unless approved by the City. The
special inspector shall report to the City revisions that are not approved.
A daily record will be maintained on site itemizing the inspections performed, for the review of all
parties. Any nonconforming items shall be brought to the immediate attention of the contractor for
resolution. A weekly shall be submitted to the City; detailing the inspections and testing performed,
listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming
items will be detailed on a discrepancy report and presented to the building department.
A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being
issued. This report will indicate that inspection and testing was completed in conformance with the
approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies
must be detailed in the final report.
The special inspector and special inspection firm serve in the role as “deputy†City of Arlington
inspectors and as such are responsible to the City of Arlington Building Division in the performance
of the required work.
Contractor:
The contractor shall provide the special inspector or agency adequate notification of work requiring
inspection.
The City approved plans and specifications must be made available, at the job site for the use of the
special inspector and the City Inspector. The contractor shall maintain all daily inspections reports,
on site, for review.
The special inspection functions are considered to be in addition to the normal inspections
performed by the City and the contractor is responsible for contacting the City to schedule regular
inspections. No concrete shall be poured or other work covered until approved by the City Inspector.
Building Division:
The Building Division shall review any revisions and addenda. Approved copies will be given to the
contractor to maintain as part of the approved plan set.
The City Inspector will monitor the special inspection functions for compliance with the agreement
and the approved plans.
The City Inspector shall be responsible for approving various stages of construction to be covered
and work to proceed.
Design Professionals:
The architect and engineer will clearly indicate on the plans and specifications for the specific types
of special inspection required, and shall include a schedule for inspection and testing.
The architect and engineer will coordinate their revisions and addenda process in such a way as to
insure all required City approvals are obtained, prior to work shown on the revisions being
performed.
Owner:
The project owner, or the architect or engineer acting as the owners agent, shall employ the special
inspector or agency.
ENFORCEMENT:
A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the
approved plans and this document may void this agreement and the Building Officials approval of
the special inspector. In such case a new special inspector and/or firm would need to be proposed
for approval. A failure of the design and/or construction parties to perform in accordance with this
agreement may result in a STOP WORK notice being posted on the project, until nonconforming
items have been resolved.
ACKNOWLEDGEMENTS:
The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm
work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/
alarm permits require a separate permit application and may also require separate plan review.
Please note that any tenant improvement work in a space that involves food handling or preparation
requires Snohomish County Health District approval before the permit can be issued. You must
provide the Permit Center a copy of the approval letter or the approved plans. Contact the
Snohomish County Health District at (425) 339-5250 with any questions or for more information.
An intake appointment is required for all large Tenant Improvement Building Permit Applications. To
determine if your project requires an intake appointment, to schedule an appointment or to ensure
that you have the most current information, please contact the City of Arlington Permit Center at
(360) 403-3551 or by email to permitcenter@arlingtonwa.gov.
I have read and agree to comply with the terms and conditions of this agreement.
Please Attach Plans and Supporting Documents (PDF Only)
Coast_Microgreen.pdf
STAFF USE ONLY:
Permit Number: Accepted Receipt #
By:
Date Received: Amount Received:
By submission of this form, I hereby certify that the above information is correct and that the
construction on, and the occupancy and the use of the above-described property will be in
accordance with the laws, rules and regulation of the State of Washington.
SITE PLAN INFORMATION
PROJECT INFORMATION
348.25' 201ST STREET NE
S87° 59' 12"E
MICROGREEN
Coast Construction Group
"
0
'-
328 N Olympic Ave
0
PROJECT INFO
4
Arlington, WA 98223
27'-0"
TAX ACCOUNT NUMBER: 00793300002300 / 00793300002400
p. 360-474-0600
WATER SERVICE: CITY OF ARLINGTON POLYMERS
f. 360-474-1095
SEWER SERVICE: CITY OF ARLINGTON
www.CoastCCG.com
FIRE DISTRICT: CITY OF ARLINGTON
PROJECT AREA: 2.5 ACRES 7220 201ST STREET NE
SITE ADDRESS: 7220 201ST STREET NE, ARLINGTON, WA
ZONING / COMP. PLAN: G.I. - GENERAL INDUSTRIAL ARLINGTON, WA 98223
PROPOSED LAND USE: G.I. - GENERAL INDUSTRIAL
DATUM (VERT / HORIZ): NAVD 88 / NAD 83
ADA
PROJECT LOCATION MAP
DEVELOPER
EXISTING BUILDING AREA
COAST CONSTRUCTION GROUP
TREVOR GASKIN 201ST STREET NE
MICROGREEN POLYMERS
E
328 OLYMPIC AVE
"
59
ARLINGTON, WA 98223
'.5 '
9 0
(425) 923-0277
2 °3
W
0
"9
N
'. 5
5 '
9 0
2 3
°
0
PROPOSED NEW AREA
S
CONTACT / ENGINEER
HALE MILLIGAN & ASSOCIATED LLC
POLYMERS
KELLI HALE, PE
MICROGREEN 7220 201ST STREET NE ARLINGTON, WA 98223
307 OLYMPIC AVE, SUITE 209
ARLINGTON, WA 98223
(360) 474-4624
LEGAL DESCRIPTION
SECTION 14 TOWNSHIP 31 RANGE 05 QUARTER NW
PROJECT INFORMATION
JENSEN BUSINESS PARK, PHASE 2 BLK 000 D-00 LOT 23
JENSEN BUSINESS PARK, PHASE 2 BLK 000 D-00 LOT 24
MICROGREEN
POLYMERS
SCALE: 1 IN = 30 FT
7220 201ST STREET NE
ARLINGTON, WA 98223
348.25'
N87° 59' 12"W
SNOHOMISH COUNTY
PARCEL#
GENERAL NOTES
CODE INFORMATION PROJECT CONTACTS SHEET INDEX
00793300002300
00793300002400
DESIGNER T-1
TITLE SHEET PROJECT NO.:
ALL CONSTRUCTION FOR THIS PROJECT
1. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR
SHALL COMPLY WITH THE FOLLOWING: COAST CONSTRUCTION GROUP
X
____________
CLARIFICATION AND RESOLUTION PRIOR TO PERFORMING ANY WORK. DISCREPANCIES AMONG THE DRAWINGS OR BETWEEN THE
328 N OLYMPIC AVE PROPOSED
CONSTRUCTION PAGES
DRAWINGS AND THE SITE CONDITIONS DO NOT QUALIFY AS GROUNDS FOR COMPENSATION FROM THE OWNER, PROFESSIONALS FOR
2012 INTERNATIONAL BUILDING CODE ARLINGTON, WA 98223
DRAWN BY:
ERRORS IN BUILD-OUT OR INSTALLATION.
2012 INTERNATIONAL MECHANICAL CODE O 360-474-0600
DS
2012 INTERNATIONAL FIRE CODE
F 360-474-1095 A-1
BUILDING ELEVATIONS ____________
2012 INTERNATIONAL FUEL GAS CODE
2. DO NOT SCALE THE DRAWING.
2012 UNIFORM PLUMBING CODE CONTACT: TREVOR GASKIN A-2
LOWER FLOOR PLAN
CHECKED BY:
NATIONAL ELECTRICAL CODE (NFPA 70) EMAIL: TREVOR@COASTCCG.COM A-3
UPPER FLOOR PLAN
3. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED ISSUES OF ALL APPLICABLE CODES AND LOCAL REGULATIONS.
2009 ICC/ANSI A117.1-09
____________TG
2012 WASHINGTON STATE ENERGY CODE A-4
DOORS AND WINDOWS
CONTRACTOR
4. ALL NEW WORK SHALL BE IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.
COAST CONSTRUCTION GROUP A-5
LIGHTING AND CEILING
328 N OLYMPIC AVE A-6
HVAC AND VENTILATION REVISIONS:
OCCUPANCY TYPE - F1 / B
5. ALL DIMENSIONS ARE INSIDE ROOM CLEAR DIMENSIONS, UNLESS NOTED OTHERWISE.
CONSTRUCTION TYPE - VB ARLINGTON, WA 98223 A-7
PLUMBING AND FIXTURES 4/10/2014
SPRINKLERED - YES O 360-474-0600
FIRE ALARMED - YES A-8
FLOOR AND ROOF FRAMING
6. CONTRACTOR SHALL PROVIDE ALL NEEDED BLOCKING FOR ATTACHMENT OF WALL-HUNG ITEMS.
F 360-474-1095
CONTACT: TREVOR GASKIN B-1
BUILDING SECTIONS
7. CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR CEILING SYSTEM & OTHER SUSPENDED FIXTURES AS NECESSARY.
SQUARE FOOTAGE SUMMARY EMAIL: TREVOR@COASTCCG.COM B-2
LOADING RAMP AND STORM WATER
C-1
GENERAL NOTES / ENERGY CODE
8. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT.
EXISTING MANUFACTURING AREA 27,500 ENGINEER
EXISTING MAIN FLOOR OFFICE AREA 2,639 C-2
ACCESSIBLE NOTES AND DETAILS
B&T DESIGN AND ENGINEERING
EXISTING UPPER FLOOR OFFICE AREA 2,485
9. EXTERIOR SIGNAGE TO BE PROVIDED BY THE OWNER UNDER SEPARATE CONTRACT.
P.O. BOX 595
TOTAL EXISTING FLOOR AREA 32,624
NEW SHIPPING AREA 4,948 ISSAQUAH, WA 98027 EXISTING
BUILDING AND DEMO PAGES
10. CONTRACTOR SHALL COORDINATE WITH OWNER AND RECONCILE WITH PLANS TO DETERMINE SCOPE OF DEMO WORK.
NEW MAIN FLOOR OFFICE AREA 709 O 425-557-0779
NEW UPPER OFFICE AREA 709 F 425-557-0765
TOTAL NEW FLOOR AREA 6,366 CONTACT: JIM TRUEBLOOD E-1
EXISITNG BUILDING ELEVATIONS ISSUED:
TOTAL FLOOR AREA AFTER ADDITION 38,990 EMAIL: JIM@BNTENGR.COM E-2
EXISTING LOWER FLOOR
E-3
EXISTING UPPER FLOOR
OCCUPANCY LOAD TENANT
MICROGREEN POLYMERS
PER IBC TABLE 1004.1.2 STRUCTURAL
AND ENGINEERING
7220 201ST STREET NE
BUSINESS FACTOR = 100
ARLINGTON, WA 98223
INDUSTRIAL FACTOR = 100
TYPE F1 INDUSTRIAL AREA 32,448 / 100 = 324 O 360-435-7400 S1.1 FOUNDATION
PLAN
TYPE B BUSINESS AREA 6,542 / 100 = 65 F 360-435-0248 S1.2 SECOND
FLOOR FRAMING PLAN
CONTACT: TONY LASALATA
S1.3 ROOF
FRAMING PLAN
EMAIL: TONY.LASALATA@MICROGREENINC.COM
S2.1 STANDARD
DETAILS AND NOTES
OWNER S2.2 STANDARD
DETAILS
JENSEN BUSINESS PARK, LLC
SHEET NUMBER / TITLE
S3.1 FOUNDATION
DETAILS
20613 OLD BURN HILL RD
S4.1 FLOOR
FRAMING DETAILS
ARLINGTON, WA 98223
O 425-356-7082 S5.1 ROOF
FRAMING DETAILS
F 360-652-5161
T-1
CONTACT: DEAN JENSEN
EMAIL: DAJEX54@MSN.CO
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
NEW
TPO ROOF WITH
SCUPPERS
AND DOWNSPOUTS
STANDING SEAM METAL ROOFING TO MATCH EXISTING
WITH GUTTERS AND DOWNSPOUTS
BUILDING OVERVIEW POLYMERS
NTS MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
LOADING DOCK RAMP TO BE 48" LOWER THAN FINISHED FLOOR
PROJECT INFORMATION
MICROGREEN
POLYMERS
7220 201ST STREET NE
ARLINGTON, WA 98223
UPPER FLOOR CEILING HT
CMU WALL HT SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
20'-1"
19'-0" PROJECT NO.:
X
____________
DRAWN BY:
DS
WEST ELEVATION
____________
SCALE: 1 IN = 10 FT
CHECKED BY:
TG
____________
REVISIONS:
4/10/2014
ISSUED:
SOUTH ELEVATION
SCALE: 1 IN = 10 FT
SHEET NUMBER / TITLE
NORTH ELEVATION
EAST ELEVATION A-1
SCALE: 1 IN = 20 FT
SCALE: 1 IN = 20 FT ELEVATIONS
25'-0"
250'-0"
24'-11"
Coast Construction Group
3070 5040FX
328 N Olympic Ave
A
A
Arlington, WA 98223
5'-8 1/2" 18'-0"
EXISTING ROLLUP
5'-0"
p. 360-474-0600
7'-6"
f. 360-474-1095
3068
www.CoastCCG.com
6'-0" 6040FX
15'-6"
6" 7'-3"
6'-0" 3068
6040FX
A
3068
36'-7"
4'-0"
49'-0" 6'-0"
6040FX
6"
EXISTING - NO WORK IN THIS AREA
6'-0"
6040FX
3'-6"
5068 UP
5'-0" H
REPLACE SINK AND
EXISTING COUNTER
6'-0" 5040FX
WALL LEGEND
6040FX 11'-4"
A EXISTING 6" CONCRETE TILT UP TYPE WALL
2'-8" 3068
3068 2'-2"
B 8" CMU BLOCK WALL
POLYMERS
12'-0"
3068
C
7220
201ST STREET NE ARLINGTON, WA 98223
4040FX
2X6 AT 16" OC WOOD FRAMED EXTERIOR WALL WITH 5/8 GWB INT AND STUCCO
EXT
MICROGREEN
9'-6 1/2"
D 2X6 AT 16" OC WOOD FRAMED INTERIOR WALL WITH 5/8 GWB BOTH SIDES
14'-0" 3070 4'-6 1/2" 14'-9" 4040FX
110'-0"
7'-2" 5'-1 1/2" 9'-4"
E 2X4 AT 16" OC WOOD FRAMED INTERIOR WALL WITH 5/8 GWB BOTH SIDES
EXISTING ROLLUP
4040FX UP
3068 4'-2"
F 2X3 AT 16" OC WOOD FRAMED INTERIOR WALL WITH 5/8 GWB ONE SIDE
3068 5068
1'-9"
G NEW WALL TO BE FRAMED IN EXISTING AREA
42'-0"
4'-9"
H NEW OPENING / DOOR IN EXISTING WALL
7'-6 1/2"
6'-0"
6040FX 8040FX
3068 H
3068 D
PROJECT INFORMATION
19'-3" MEN 3068
4'-9"
G G
MICROGREEN
9'-9"
3068 ADA
POLYMERS
6'-0" 3068
6040FX 10'-3" G D G
D
7220 201ST STREET NE
2'-4" 3068
4'-9" G
26'-8"
ARLINGTON, WA 98223
ADA G
47'-0"
9'-8 1/2"
3068 G
5'-2" 14'-4"
16'-3"
SNOHOMISH COUNTY
6'-0" 6040FX 11'-4 1/2" WOMEN 3068 G
38'-8"
10'-3" 3'-10"
TOP OF EXISITING FINISHED FLOOR ELEVATION = 120 FT
PARCEL#
3'-5" 11'-1 1/2"
E
00793300002300
G 9'-0"
3068 3068
00793300002400
3'-8 1/2" G 6'-11 1/2"
6'-0" 9'-0" 15'-3" G G 7'-9 1/2"
6040FX
3068
SHIPPING
G TEAM 9'-6"
PROJECT NO.:
13'-0" ROOM G G
OFFICE
X
11'-0"
11'-3"
9'-2" ADA
NEW 12 X 12 ROLLUP
____________
7'-0"
EXISTING ROLLUP
H H
100'-6"
EXISTING AREA F 10'-9 1/2"
F 12 W X 12 H H 12 W X 12 H EXISTING AREA
3068 A 3068 5070 3070 A
3070 3070 A
A
DRAWN BY:
NEW AREA F F
F NEW AREA
74'-9"
75'-0"
4'-3" 3068 4'-6" 4'-6 1/2"
4'-6" 11'-5" 12'-0" 11'-0" 12'-0"
50'-0" DS
KEEP WINDOW
____________
CLOSE OFF 3068
D D
WINDOW
6'-0" 6040FX 41'-9 1/2"
CHECKED BY:
14'-4 1/2"
15'-11" 9 W
X 12 H
5040FX 9'-4 1/2" OFFICE
____________TG
F
14'-0" 4'-6"
E 5068 3068 E
EXISTING
AREA
8'-9" 4040FX
NEW 9 X 12 ROLLUP 24'-10 13/16"
30'-0" C B
30'-0"
30'-0"
D
REVISIONS:
TOP
OF FINISHED FLOOR ELEVATION = 120 FT
A5
10 ROLLUP 10 ROLLUP
10 ROLLUP10 H B 10 H 10 H
4/10/2014
D
X 9 X X 9 X X
9 X W 12'-0" W W
6'-0" 5068
9 9 9
NEW AREA
6040FX 14'-8"
30'-0" EXISTING AREA
14'-10 1/2"
TOP OF TRUCKK LOADING RAMPCANTILEVER TRUSSES AT THIS BEAM LINE 12'-0"
10'-0"
F
AT WALL ELEVATION TO BE 116 FT
5'-0"
EXISTING AREA
10'-0" EXISTING ROLLUP
B 5'-7 3/16"
C
12'-0"
ROOF BEAM
5040FX 3640FX 3070 6040FX 3070
3070
NEW AREA
2'-5"
9"
3'-0" 5'-0" 9'-0" 3'-6" 3'-0" 15'-0 1/2" 3'-0"
12'-0" NOTE: SEE DETAILS
FOR OIL EXISTING COLUMN
WATER SEPARATOR VAULT
B
TOP OF FINISHED FLOOR ELEVATION = 120 FT
25'-0"
66'-3 3/16"
62'-4 1/8"
15'-0" 60'-0"
A
36'-0"
B
A5 E
A5
B
A5
12'-0"
(1) EXISTING LOADIN RAMP
(2) NEW LOADING
RAMPS ROOF BEAM
30'-0"
ISSUED:
15'-0"
12 X 14 ROLLUP
B
12 W X 14 H
2'-0"
8'-2 11/16" 12'-0"
22'-2 11/16"
F
16'-0"
PROPOSED LOWER FLOOR
A5
C
SCALE: 1 IN = 10 FT
A6
SHEET NUMBER / TITLE
A-2
PROPOSED LOWER FLOOR
25'-0"
250'-0"
Coast Construction Group
5040FX 5040FX
328 N Olympic Ave
A
A
Arlington, WA 98223
5'-0"
p. 360-474-0600
f. 360-474-1095
11'-0"
www.CoastCCG.com
6'-0"
6040FX
3068
6" 9'-10 1/2" 14'-4 1/2"
6'-0"
6040FX
NEW DESK
A 10'-0 1/2" 3068 AND COUNTER
4'-0" 16'-4" 3068 D1
DN
6'-0" 6040FX 6040FX
WALL LEGEND
9'-0"
6" 3'-7 1/2" A EXISTING 6" CONCRETE
TILT UP TYPE WALL
3068
6'-0" 6040FX B 8" CMU BLOCK WALL
10'-0" G 3068
C 2X6 AT 16" OC WOOD FRAMED
EXTERIOR WALL WITH 5/8 GWB INT AND STUCCO EXT
5'-0"
G D 2X6 AT 16" OC WOOD FRAMED
INTERIOR WALL WITH 5/8 GWB BOTH SIDES
10'-2"
17'-8 1/2" E 2X4 AT 16" OC WOOD
FRAMED INTERIOR WALL WITH 5/8 GWB BOTH SIDES
6'-0"
6040FX
10'-9" F 2X3 AT 16" OC WOOD
FRAMED INTERIOR WALL WITH 5/8 GWB ONE SIDE
3068 DN
G NEW WALL TO BE FRAMED
IN EXISTING AREA
POLYMERS
H NEW OPENING / DOOR IN
EXISTING WALL
3068
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
9'-6" 4'-0"
110'-0"
14'-0"
OPEN TO BELOW
3068 3068
6'-6"
6'-0" 6040FX 10'-4"
EXISTING RAILING
PROJECT INFORMATION
6'-6"
4'-9"
3068
3068
MICROGREEN
10'-0"
POLYMERS
6'-0" 10'-4" 3068
6040FX
UP
11'-5"
7220 201ST STREET NE
4'-9" 5 STEPS UP TO
ARLINGTON, WA 98223
3068 EXISTING STORAGE
MEZZANINE
6'-0"
SNOHOMISH COUNTY
6040FX 11'-10" 3068 EGRESS 4'-2"
PARCEL#
00793300002300
3'-5"
G REPLACE EXISTING
00793300002400
SINK AND CABINET
3068 5068
EXISTING STAIRS 48" WIDE
6'-0"
6040FX G 11'-0 1/2"
4'-0" 10'-5 1/2" EGRESS ROUTE
PROJECT NO.:
12'-10" G G G
X
7'-0"
____________
9'-6" 3068STORAGE 5'-0"
EXISTING AREA
A H A
DRAWN BY:
NEW AREA F F
4'-3" 3068 3068
DS
____________
6'-0" 13'-3"
CHECKED BY:
6040FX
9'-6" 4'-0" 10'-5 1/2"
____________TG
4'-3" E 3068
5'-0" B
REVISIONS:
5040FX
C
4/10/2014
4'-0" 16'-0"
F
5'-0"
5040FX
1'-6" C
5040FX 5040FX
3'-0" 5'-0" 9'-0" 5'-0" 3'-8"
PROPOSED UPPER FLOOR
SCALE: 1 IN = 10 FT
ISSUED:
SHEET NUMBER / TITLE
A-3
PROPOSED UPPER FLOOR
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
100
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
100
DN
300
B
100
UP
100
DN
100
100
100
100
POLYMERS
60
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
100
UP
100 100
100
100
40
100
100 100
100
100 PROJECT INFORMATION
300
300
B
MICROGREEN
B
POLYMERS
100
300
B
7220 201ST STREET NE
100
300
ARLINGTON, WA 98223
B
SNOHOMISH COUNTY
100
300 PARCEL#
100
00793300002300
00793300002400
100
300
A
EXISTING AREA
PROJECT NO.:
500 500
B A
NEW AREA
X
EXISTING AREA
EXISTING
300 300 ____________
B B
NEW AREA
200
600 600
A 100
100 100
10 DRAWN BY:
800
DS
10 300
____________
B
60
CHECKED BY:
300
70 B
TG
____________
50
300
B
700 700 700
REVISIONS:
10
70
4/10/2014
70 70
20 30 10
400 400
400
C C
C
LOWER FLOOR
UPPER FLOOR
ISSUED:
900
SHEET NUMBER / TITLE
A-4
DOORS AND WINDOWS
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
DN
UP
DN
POLYMERS
MICROGREEN 7220 201ST STREET NE ARLINGTON, WA 98223
UP
PROJECT INFORMATION
MICROGREEN
POLYMERS
3 BULB RECESSED
TROFFER FIXTURE
7220 201ST STREET NE
2 BULB TS FIXTURE
ARLINGTON, WA 98223
6 BULB T5 FIXTURE
EXTERIOR 54 WATT LED
SNOHOMISH COUNTY
WALL PACKS
PARCEL#
EXISTING LIGHTING TO
00793300002300
REMAIN IN THIS ROOM
00793300002400
PROJECT NO.:
X
____________
EXISTING AREA
DRAWN BY:
NEW AREA
DS
____________
CHECKED BY:
TG
____________
EXISTING AREA / NO WORK IN THIS AREA
REVISIONS:
4/10/2014
LOWER FLOOR
UPPER FLOOR
ISSUED:
LIGHTING AND CEILING
SCALE: 1 IN = 10 FT
SHEET NUMBER / TITLE
A-5
LIGHTING AND
ELECTRIC
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
DN
UP
DN
POLYMERS
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
UP
PROJECT INFORMATION
MICROGREEN
POLYMERS
7220 201ST STREET NE
ARLINGTON, WA 98223
SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
PROJECT NO.:
X
____________
DRAWN BY:
R
R R DS
____________
W R
CHECKED BY:
R W
W W ____________TG
EXISTING AREA / NO WORK IN THIS AREA
REVISIONS:
THERMOSTAT
R THERMOSTAT
W
4/10/2014
W R
W
W W
OUTDOOR UNITS LOCATED LOWER FLOOR
UPPER FLOOR
ALONG THIS WALL
W WARM AIR DIFFUSER EQUIPMENT (LOWER FLOOR):
W WARM AIR DIFFUSER
AMERICAN STANDARD 2-1/2 TON HEAT PUMP SYSTEM
AIR HANDLER: TAM7A0B30H21, WITH 10 KW STRIP
HEAT
R RETURN AIR DIFFUSER HEAT PUMP: 4A6H3030
R RETURN AIR DIFFUSER
ISSUED:
EQUIPMENT (UPPER FLOOR):
AMERICAN STANDARD 2 TON HEAT PUMP SYSTEM
AIR HANDLER: TAM7A0B30H21, WITH 10 KW STRIP HEAT
HEAT PUMP: 4A6H3024
HVAC AND VENTILATION
SCALE: 1 IN = 10 FT
SHEET NUMBER / TITLE
A-6
HVAC AND VENTILATION
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
DN
UP PLUMBING FIXTURES
C A EXISTING / NO CHANGE
DN
B NEW SINK AND FAUCET
POLYMERS
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
C REPLACE EXISTING SINK AND FAUCET
UP D NEW WALL HUNG LAV, WATER CLOSET, URINAL,
AND FLOOR DRAIN. ALL TO BE ADA COMPLIANT.
A
PROJECT INFORMATION
A
A MICROGREEN
POLYMERS
7220 201ST STREET NE
NOTE:
ARLINGTON, WA 98223
3" DRAIN
A RELOCATE EXISTING
SERVICE LINES AS REQUIRED SNOHOMISH COUNTY
C PARCEL#
00793300002300
CUT CONCRETE AND
TIE INTO EXISTING WASTE LINE
00793300002400
H / W C / W
C / W H / W
2" DRAIN
PROJECT NO.:
C / W C / W C / W
H / W C / W C / W
2" DRAIN C / W H / W X
C / W 2" DRAIN
____________
H / W H / W H / W H / W
C / W H / W DRAWN BY:
D
DS
____________
C / W H / W
CHECKED BY:
TG
C / W H / W ____________
EXISTING AREA / NO WORK IN THIS AREA
B C / W H / W REVISIONS:
C / W C / W 4/10/2014
H / W H / W H / W
LOWER FLOOR
UPPER FLOOR
ISSUED:
PLUMBING AND FIXTURES
SCALE: 1 IN = 10 FT
SHEET NUMBER / TITLE
A-7
PLUMBING AND FIXTURES
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
100'-6"
E
S3.1
EXISTING AREA
NEW AREA
SINGLE JOIST AT THIS SPAN
5'-2"
CEILING FRAMING TO BE
(2) 2X12 HF#2 AT 16" OC
WITH 5/4 T&G SHEATING
EXISTING AREA /
NO WORK IN THIS AREA
30'-0" 4X12 DF#2 HEADER
4X12 DF#2 AT DOOR, WINDOW, 24'-2"
AND HALLWAY
12'-0"
5'-7 3/16"
E
S3.1
19'-11" 22'-6 1/2"
POLYMERS
MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
25'-0" 66'-3 3/16"
50'-4 1/8"
FLOOR AND STORAGE
30'-0"
CEILING FRAMING
SCALE: 1 IN = 10 FT
PROJECT INFORMATION
MICROGREEN
POLYMERS
22'-2 11/16"
7220 201ST STREET NE
ARLINGTON, WA 98223
SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
PROJECT NO.:
X
____________
DRAWN BY:
DS
____________
100'-6"
CHECKED BY:
EXISTING AREA
NEW AREA
TG
____________
REVISIONS:
MANUFACTURED TRUSSES AT 24" OC
4/10/2014
WITH 3:12 ROOF PITCH
EXISTING AREA / NO
WORK IN THIS AREA
30'-0"
12'-0"
CANTILEVER ROOF TRUSSES AT THIS LOCATION
MANUFACTURED TRUSSES AT 24" OC WITH 4:12 ROOF PITCH
5'-7 3/16"
2X12 HF#2 RAFTERS AT 24" OC
ISSUED:
25'-0" 66'-3 3/16"
50'-4 1/8"
30'-0"
ROOF FRAMING
SCALE: 1 IN = 10 FT
22'-2 11/16"
FOR ADDITIONAL FRAMING AND
SHEET NUMBER / TITLE
STRUCTURAL INFORMATION REFER
TO STRUCTURAL (S) PAGES A-8
FLOOR AND ROOF FRAMING PLAN
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
3:12
ROOF PITCH
PROVIDE 8 INCH GAP
8"
TO WALL FOR EXISTING
MANUFACTURED TRUSSES AT 24" OC (HIP ROOF)
12 INCH HEEL HEIGHT
CONDUIT AT WALL
AT TRUSS BEARING
MAUNFACTURED HIPSET TRUSSES
5/8 GWB AT CEILING
25'-0"
SOFFIT INTEGRATED
INTO TRUSS DESIGN
EXISTING 6"
33'-0"
48"
CONCRETE TILT
UP TYPE WALL
114 3/4"
30'-0"
114 3/4"
241" NEW CMU WALL
241"
2X6 AT 16" OC WOOD FRAMED WALL 36"
5/4" T&G FLOOR SHEATHING
5/4 T&G FLOOR SHEATHING
CMU WALL
MAUNUFACTURED FLOOR
22" 22" DEEP FLOOR TRUSSES AT 24" OC
22" TRUSSES AT 24" OC
19'-0"
2X6 AT 16" OC WOOD FRAMED WALL
POLYMERS
5/8 GWB AT CEILING
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
EXISTING 6 INCH TILT UP WALL
48"
123 1/2"
123 1/2"
103"
103"
NEW AREA
EXISTING AREA
36"
OUTSIDE WALL HEIGHT FOR 1 1/2" TOP CHORD BEARING FLOOR TRUSSES TOP OF 6" SLAB FLOOR ELEVATION = 120
TOP OF 6" CONCRETE SLAB FLOOR ELEVATION = 120
TOP OF 6" CONCRETE SLAB FLOOR ELEVAION = 120
8"
PROJECT INFORMATION
EXISTING FOOTING
AND SLAB FLOOR CONCRETE FOOTING AND 8 INCH STEM
WALL TO EXTEND 8 INCHES ABOVE SLAB
MICROGREEN
SECTION
D POLYMERS
SECTION A
SECTION
B
SCALE:
1/4 IN = 1 FT
SCALE: 1/4 IN = 1 FT
SCALE:
1/4 IN = 1 FT
7220 201ST STREET NE
ARLINGTON, WA 98223
SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
PROJECT NO.:
X
____________
DRAWN BY:
DS
____________
CHECKED BY:
TG
____________
3:12 ROOF PITCH
PROVIDE 8 INCH GAP
REVISIONS:
8"
TO WALL FOR EXISTING
12 INCH HEEL HEIGHT
CONDUIT AT WALL
4/10/2014
AT TRUSS BEARING
2X12
HF#2 RAFTERS AT 24" OC
WITH
1/4 IN TO 1 FT SLOPE
SOFFIT INTEGRATED
6 3/4 X 24
24F GLB
INTO TRUSS DESIGN
EXISTING ROOF
33'-0"
SUPPORT BEAM
15'-0"
15'-0"
30'-0"
ISSUED:
STORAGE DECK ABOVE OFFICES (LL=125)
(2) 2X12 HF#2 AT 16" OC
NEW CMU WALL
19'-0"
19'-0"
EXISTING COLUMN
14'-8" 14'-8"
EXISTING 6 INCH TILT UP WALL
10'-0"
CMU WALL
TOP OF 6" CONCRETE SLAB
FLOOR ELEVATION = 120
8"
SHEET NUMBER / TITLE
CONCRETE FOOTING AND 8 INCH STEM
WALL TO EXTEND 8 INCHES ABOVE SLAB
SECTION F
SECTION E
SCALE 1/4 IN = 1 FT
FOR ADDITIONAL FRAMING AND
SCALE: 1/4 IN = 1 FT
STRUCTURAL INFORMATION REFER B-1
TO STRUCTURAL (S) PAGES
201ST STREET NE
348.25'
FLOOR ELEV
120
S87° 59' 12"E
Coast Construction Group
328 N Olympic Ave
"
0
'-
Arlington, WA 98223
0
4
p. 360-474-0600
BOTTOM OF RAMP
27'-0" AND DRAIN ELEV = 116
f. 360-474-1095
SLOPE CONCRETE AS www.CoastCCG.com
REQUIRED FOR DRAINAGE TO
OIL/WATER SEPARATOR DRAIN
3 X 6 X 6
OIL / WATER SEPARATOR VAULT
ADA
VORTCLAREX VCL30
INSTALL PER MANUFACTURER SPECS
10 X 20 X 3
INFILTRATION
TRENCH
9"E
TOP OF INFILTRATION TRENCH ELEV 115.8
5.'
0' 5
BOTTOM OF TRENCH ELEV 112.8
29
° 3
9"W
N0
5.'
0' 5
29
° 3
S0
POLYMERS
MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
INFILTRATION TRENCH
SOIL: FINE TO LOAMY SAND
75 SF OF INFILTRATION PER 100 SF
PROJECT INFORMATION
MICROGREEN
SITE PLAN
LOADING DOCK RAMP AREA = 2128 SF
POLYMERS
SCALE: 1 IN = 30 FT
TRENCH AREA REQUIRED = 2128/1000 X 75 = 159.6 SF
7220 201ST STREET NE
PROPOSED INFILTRATION TRENCH TO BE 200 SF ARLINGTON, WA 98223
PROPOSED TRENCH 10' X 20' X 3'
348.25'
SNOHOMISH COUNTY
N87° 59' 12"W
PARCEL#
00793300002300
00793300002400
ELEVATIONS
PROJECT NO.:
TOP OF SHIPPING AREA FLOOR 120.0 X
____________
BOTTOM OF LOADING RAMP 116.0
BOTTOM OF SEPARATOR VAULT INSIDE 110.0 DRAWN BY:
TOP OF LID SEPARATOR VAULT 116.5 DS
____________
BOTTOM OF INFILTRATION TRENCH 112.8
CHECKED BY:
TOP OF INFILTRATION TRENCH 115.8
TG
____________
REVISIONS:
TOP OF STEM WALL
BEYOND DOORWAY
4/10/2014
CMU WALL
10'-0"
TOP OF TRENCH ELEV 115.8
8"
TOP OF SLAB FLOOR
1 FT CLEAN WASHED DRAIN ROCK
1'-0"
ELEVATION = 120'
THICKEN SLAB TO 8 INCHES AT EDGE WITH EMBEDDED
ANGLE IRON
CONTINUOUS FILTER
10"
(2) 4 INCH PVC PERFORATED DRAIN PIPE FABRIC WITH MIN 4' LAP
EACH DIRECTION
2'-0"
2 FT CLEAN WASHED ROCK
BLUE GIANT EQUIPMENT
BOTTOM OF TRENCH ELEV 112.8
DOCK LEVELER HU7008-30
2'-0" INSTALL PER MANUFACTURERS
INFILTRATION TRENCH SECTION
SPECIFICATIONS
TOP OF RAMP AT WALL ELEVATION = 116'
ISSUED:
8'-0"
SLOPE TO GRADE APPROXIMATELY
2'-0"
44 INCHES UP IN 56 FEET
LEVEL OUT 2 FT THEN SLOPE UP 6 INCHES
TO VAULT TOP
TOP OF SEPARATOR VAULT
ACCESS GRATES ELEV 116.5
TOP OF OUTFALL ELEV 115.0 TOP OF INFILTRATION TRENCH ELEV 115.8
1'-6"
TOP OF INLET
DRAIN
ELEV 115.0
INFILTRATION TRENCH
SEPARATOR VAULT
BOTTOM OF INFILTRATION TRENCH ELEV 112.8
SHEET NUMBER / TITLE
BOTTOM OF SEPARATOR
VAULT INSIDE ELEV 110
B-2
SECTION C
SCALE: 1/2 IN = 1 FT
LOADING RAMP AND STORM WATER
MEANS OF EGRESS
Lower Offices including existing and new:
The occupancy load for the lower floor offices is 3348 square feet / 100 = 34
The required egress width of passageways and doors serving this area is 34 x 0.2 = 6.8"
The passageways and doors providing egress for this area exceed the required width
Coast Construction Group
Upper Offices including existing and new:
328 N Olympic Ave
the occupancy load for the upper floor offices is 3554 square feet / 100 = 36
Arlington, WA 98223
The required egress width of stairs serving this are is 36 x 0.3 = 10.8"
p. 360-474-0600
The required egress width of doors serving this area is 36 x 0.2 = 7.2"
The passageways, doors and stairs providing egress for this area exceed the required width
f. 360-474-1095
www.CoastCCG.com
New Shipping Area:
The occupancy load for the new shipping area is 4948 square feet / 100 = 50
The required egress width of passageways and doors serving this area is 50 x 0.2 = 10"
The passageways and doors providing egress for this area exceed the required width
1005.3.1 Stairways. The capacity, in inches (mm), of means of egress stairways shall be calculated by multiplying the occupant load
served by such stairway by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than
one story, only the occupant load of each story considered individually shall be used in calculating the required capacity of the
stairways serving that story.
1005.3.2 Other egress components. The capacity, in inches (mm), of means of egress components other than stairways shall be
calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (5.1 mm)
per occupant.
1005.4 Continuity. The capacity of the means of egress required from any story of a building shall not be reduced along the path of
egress travel until arrival at the public way.
1005.5. Distribution of egress capacity. Where more than one exit, or access to more than one exit, is required, the means of egress
shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity to less than 50
percent of the required capacity.
1006.2 Illumination level. The means of egress illumination level shall not be less than 1 footcandle (11 lux) at the walking surface.
POLYMERS
Exception: For auditoriums, theaters, concert or opera halls and similar assembly occupancies, the illumination at the walking
MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
surface is permitted to be reduced during performances to not less than 0.2 footcandle (2.15 lux), provided that the required
illumination is automatically restored upon activation of a premises’ fire alarm system where such system is provided.
1006.3 Emergency power for illumination. The power supply for means of egress illumination shall normally be provided by the
premises’ electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate all of
the following areas:
1. Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress.
2. Corridors, interior exit stairways and ramps and exit passageways in buildings required to have two or more exits.
3. Exterior egress components at other than their levels of exit discharge until exit discharge is accomplished for buildings required
PROJECT INFORMATION
to have two or more exits.
4. Interior exit discharge elements, as permitted in Section 1027.1, in buildings required to have two or more exits.
MICROGREEN
5. Exterior landings as required by Section 1008.1.6 for exit discharge doorways in buildings required to have two or more exits.
POLYMERS
The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries,
unit equipment or an on-site generator. The installation of the emergency power system shall be in accordance with Section 2702.
7220 201ST STREET NE
1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that
ARLINGTON, WA 98223
is at least an average of 1 footcandle (11 lux) and a minimum at any point of 0.1 footcandle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle (6 lux) average and a minimum at any point of
SNOHOMISH COUNTY
0.06 footcandle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of
PARCEL#
40 to 1 shall not be exceeded.
00793300002300
1007.3 Stairways. In order to be considered part of an accessible means of egress, a stairway between stories shall have a clear
00793300002400
width of 48 inches (1219 mm) minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-
level landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit. Exit access
PROJECT NO.:
stairways that connect levels in the same story are not permitted as part of an accessible means of egress.
X
____________
DEMOLITION GENERAL NOTES
DRAWN BY:
DS
____________
1. DEMOLITION CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL MATERIALS AND CONSTRUCTION OF
ALL FLOOR, WALL, CEILING, AND ROOF ASSEMBLIES.
CHECKED BY:
TG
2. A SITE SURVEY HAS BEEN PERFORMED REGARDING EXISTING STRUCTURAL COMPONENTS. THE SITE
____________
SURVEY DETERMINED THAT WALLS DESIGNATED TO BE REMOVED ARE NON STRUCTURAL (NON BEARING
AND NON SHEARWALL).
REVISIONS:
4/10/2014
3. EXISTING CONSTRUCTION THAT IS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AS REQUIRED
DURING DEMOLITION OPERATIONS. ANY DAMAGE CAUSED BY THE DEMOLITION SHALL BE REPAIRED AT THE
COST OF THE DEMOLITION CONTRACTOR.
4. DEMOLITION CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE CONSTRUCTION FIRE ASSEMBLY RATING
FOR ALL EXISTING RATED WALL ASSEMBLIES, ROOF ASSEMBLIES AND/OR SHAFTS.
5. EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM DURING SELECTIVE DEMOLITION.
6. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMAL INTERFERENCE WITH
ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.
ISSUED:
7. PROVIDE TEMPORARY WEATHER PROTECTION, AS REQUIRED, DURING SELECTIVE DEMOLITION AND
CONSTRUCTION PROCESS TO ENSURE THAT NO WATER DAMAGE OCCURS TO STRUCTURE, EQUIPMENT,
EXTERIOR, OR INTERIOR AREAS.
8. ANY EXISTING FINISHED SURFACES TO REMAIN THAT ARE AFFECTED BY SELECTIVE DEMOLITION SHALL BE
PATCHED TO MATCH EXISTING ADJACENT SURFACES UNLESS CONCEALED BY NEW CONSTRUCTION.
9. ALL EXISTING CABINETRY, COUNTERTOPS, SHELVES, ETC. IN AREAS OF DEMOLITION SHALL BE REMOVED,
INCLUDING THAT NOT SHOWN SPECIFICALLY SHOWN ON DRAWINGS.
10. CUT AND PATCH FLOOR AS REQUIRED FOR ALL NEW PLUMBING. CAP ABANDONED MECHANICAL BELOW
PATCH OF FLOOR SLAB.
SHEET NUMBER / TITLE
11. VERIFY ALL MODIFICATIONS OF PLUMBING WITH PLUMBING DRAWINGS.
12. THOROUGHLY CLEAN BUILDING UPON COMPLETION OF SELECTIVE DEMOLITION.
C-1
13. TOTAL SCOPE OF DEMOLITION MAY NOT BE COVERED ON THIS SHEET, REVIEW ALL SHEETS IN THE
GENERAL NOTES / ENERGY CODE
CONSTRUCTION DOCUMENTS TO DETERMINE TOTAL SCOPE OF DEMOLITION.
ACCESSIBILITY ACCESSIBLE ROUTES
302.1 General. Floor surfaces shall be stable, firm, and 402.2 Components. Accessible routes shall consist of
slip resistant, and shall comply with Section 302. one or more of the following components: Walking surfaces
Coast Construction Group
Changes in level in floor surfaces shall comply with with a slope not steeper than 1 :20, doors and
328 N Olympic Ave
Section 303. doorways, ramps, curb ramps excluding the flared
sides, elevators, and platform lifts. All components of an
Arlington, WA 98223
302.2 Carpet. Carpet or carpet tile shall be securely accessible route shall comply with the applicable portions
p. 360-474-0600
attached and shall have a firm cushion, pad, or backing of this standard.
f. 360-474-1095
or no cushion or pad. Carpet or carpet tile shall have a
www.CoastCCG.com
level loop, textured loop, level cut pile, or level cut/uncut 403.5 Clear Width. The clear width of an accessible
pile texture. The pile shall be 1/2 inch (13 mm) maximum route shall be 36 inches (915 mm) minimum.
in height. Exposed edges of carpet shall be fastened to
the floor and shall have trim along the entire length of 404.2.2 Clear Width. Doorways shall have a clear
the exposed edge. Carpet edge trim shall comply with opening width of 32 inches (815 mm) minimum.
Section 303. Clear opening width of doorways with swinging doors
shall be measured between the face of door and
302.3 Openings. Openings in floor surfaces shall be of stop, with the door open 90 degrees. Openings more
a size that does not permit the passage of a 1/2 inch (13 than 24 inches (610 mm) in depth at doors and doorways
mm) diameter sphere, except as allowed in Sections without doors shall provide a clear opening
407.4.3, 408.4.3, 409.4.3, 410.4, and 805.10. Elongated width of 36 inches (915 mm) minimum. There shall
openings shall be placed so that the long dimension be no projections into the clear opening width lower
is perpendicular to the predominant direction of than 34 inches (865 mm) above the floor. Projections
travel. into the clear opening width between 34 inches (865
mm) and 80 inches (2030 mm) above the floor shall
303.1 General. Changes in level in floor surfaces shall not exceed 4 inches (100 mm).
comply with Section 303. EXCEPTIONS:
303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) 1. Door closers and door stops shall be permitted
maximum in height shall be permitted to be vertical. to be 78 inches (1980 mm) minimum
303.3 Beveled. Changes in level greater than 1/4 inch above the floor.
(6.4 mm) in height and not more than 1/2 inch (13 mm) 2. In alterations, a projection of 5/s inch (16
maximum in height shall be beveled with a slope not mm) maximum into the required clear opening
POLYMERS
steeper than 1 :2. width shall be permitted for the latch side
MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
303.4 Ramps. Changes in level greater than 1/2 inch (13 stop.
mm) in height shall be ramped and shall comply with
Section 405 or 406. 404.2.6 Door Hardware. Handles, pulls, latches,
locks, and other operable parts on accessible doors
304.2 Floor Surface. Floor surfaces of a turning space shall have a shape that is easy to grasp with one
shall comply with Section 302. Changes in level are not hand and does not require tight grasping, pinching,
permitted within the turning space. or twisting of the wrist to operate. Operable parts of
EXCEPTION: Slopes not steeper than 1 :48 shall be such hardware shall be 34 inches (865 mm) minimum
permitted. and 48 inches (1220 mm) maximum above the
304.3 Size. Turning spaces shall comply with Section floor. Where sliding doors are in the fully open position,
PROJECT INFORMATION
304.3.1 or 304.3.2. operating hardware shall be exposed and
usable from both sides.
MICROGREEN
304.3.1 Circular Space. The turning space shall EXCEPTION: Locks used only for security purposes
be a circular space with a 60-inch (1525 mm) minimum and not used for normal operation shall not
POLYMERS
diameter. The turning space shall be permitted be required to comply with Section 404.2.6.
to include knee and toe clearance complying
7220 201ST STREET NE
with Section 306.
ARLINGTON, WA 98223
304.3.2 T-Shaped Space. The turning space shall
be a T-shaped space within a 60-inch (1525 mm)
SNOHOMISH COUNTY
minimum square, with arms and base 36 inches GENERAL SITE AND BUILDING ELEMENTS
PARCEL#
(915 mm) minimum in width. Each arm of the T
00793300002300
shall be clear of obstructions 12 inches (305 mm) 502.2 Vehicle Space Size. Car parking spaces shall be
00793300002400
minimum in each direction, and the base shall be 96 inches (2440 mm) minimum in width. Van parking
clear of obstructions 24 inches (610 mm) minimum. spaces shall be 132 inches (3350 mm) minimum in
The turning space shall be permitted to width.
PROJECT NO.:
include knee and toe clearance complying with EXCEPTION: Van parking spaces shall be permitted
X
Section 306 only at the end of either the base or to be 96 inches (2440 mm) minimum in width where
____________
one arm. the adjacent access aisle is 96 inches (2440 mm)
minimum in width.
DRAWN BY:
305.2 Floor Surfaces. Floor surfaces of a clear floor
DS
space shall comply with Section 302. Changes in level 502.3 Vehicle Space Marking. Car and van parking
____________
are not permitted within the clear floor space. spaces shall be marked to define the width. Where
parking spaces are marked with lines, the width measurements
CHECKED BY:
306.2.1 General. Space beneath an element of parking spaces and adjacent access
TG
between the floor and 9 inches (230 mm) above aisles shall be made from the centerline of the markings.
____________
the floor shall be considered toe clearance and
shall comply with Section 306.2. 502.4.1 Location. Access aisles shall adjoin an
accessible route. Two parking spaces shall be permitted
REVISIONS:
306.3.1 General. Space beneath an element to share a common access aisle. Access
4/10/2014
between 9 inches (230 mm) and 27 inches (685 aisles shall not overlap with the vehicular way. Parking
mm) above the floor shall be considered knee spaces shall be permitted to have access aisles
clearance and shall comply with Section 306.3. placed on either side of the car or van parking space.
Van parking spaces that are angled shall have
access aisles located on the passenger side of the
parking space.
502.4.2 Width. Access aisles serving car and van
parking spaces shall be 60 inches (1525 mm) minimum
in width.
502.4.3 Length. Access aisles shall extend the full
length of the parking spaces they serve.
ISSUED:
SHEET NUMBER / TITLE
C-2
ACCESSIBLE NOTES AND DETAILS
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
POLYMERS
MICROGREEN 7220 201ST STREET NE ARLINGTON, WA 98223
OVERVIEW
SCALE: NTS
PROJECT INFORMATION
MICROGREEN
POLYMERS
7220 201ST STREET NE
ARLINGTON, WA 98223
SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
PROJECT NO.:
X
____________
DRAWN BY:
DS
____________
CHECKED BY:
TG
____________
REVISIONS:
4/10/2014
WEST ELEVATION
SCALE: 1 IN = 10 FT
ISSUED:
SHEET NUMBER / TITLE
SOUTH ELEVATION
SCALE: 1 IN = 10 FT
E-1
EXISTING BUILDING
ELEVATIONS
25'-0"
250'-0"
24'-11"
Coast Construction Group
328 N Olympic Ave
5040FX
Arlington, WA 98223
5'-8 1/2" 18'-0"
EXISTING ROLLUP
p. 360-474-0600
5'-0"
7'-6"
f. 360-474-1095
www.CoastCCG.com
6'-0" 6040FX
15'-6"
6" 7'-3"
6'-0"
6040FX
36'-7"
4'-0"
49'-0" 6'-0"
6040FX
6"
6'-0"
6040FX
B
UP
5'-0" C
6'-0" 5040FX
EXISTING AND DEMOLITION
6040FX 11'-4"
A EXISITNG WALL TO BE REMOVED
2'-8"
2'-2"
B EXISTING CABINETRY AND / OR PLUMBING TO BE REMOVED
POLYMERS
12'-0"
4040FX
C REMOVE WALL SECTION FOR NEW OPENING
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
9'-6 1/2"
D REMOVE BOTTOM STEPS AND LANDING FOR NEW BOTTOM STAIR SECTION
4'-6 1/2" 14'-9" 4040FX
110'-0"
14'-0" 7'-2" 5'-1 1/2" 9'-4"
EXISTING ROLLUP
UPD
4040FX 4'-2"
C
1'-9"
42'-0"
4'-9"
7'-6 1/2"
6'-0"
6040FX
PROJECT INFORMATION
19'-3" MEN
4'-9"
MICROGREEN
ADA
POLYMERS
6'-0"
6040FX
EXISITING PRINT ROOM
7220 201ST STREET NE
2'-4"
4'-9"
26'-8"
ARLINGTON, WA 98223
ADA
19'-9 1/2"
16'-3"
SNOHOMISH COUNTY
6'-0" 11'-4 1/2"
6040FX WOMEN
38'-8"
PARCEL#
11'-1 1/2"
00793300002300
3'-5"
00793300002400
6'-0" 6040FX A
9'-6"
PROJECT NO.:
A
EXISITNG
11'-3"
X
PRINT 9'-2"
____________
7'-0" A
EXISTING ROLLUP
STORAGE
100'-6"
B
DRAWN BY:
5040FX 5040FX 5040FX 5040FX
5040FX
40'-9"
75'-0" DS
12'-0"
50'-0" ____________
49'-8" X 16'-0" EXISTING SHED
BUILDING TO BE REMOVED
CHECKED BY:
15'-11"
EXISTING LOWER FLOOR
TG
25'-1"
____________
AND DEMOLITION PLAN
SCALE: 1 IN = 10 FT
30'-0"
REVISIONS:
4/10/2014
EXISTING TRUCK RAMP TO REMAIN AT THIS
10'-0"
LOCATION WITH PARTIAL DEMOLITION AND REBUILD
10'-0"
EXISTING COLUMN
ISSUED:
SHEET NUMBER / TITLE
E-2
EXISTING LOWER FLOOR PLAN
25'-0"
250'-0"
Coast Construction Group
328 N Olympic Ave
5040FX 5040FX
Arlington, WA 98223
5'-0"
p. 360-474-0600
f. 360-474-1095
11'-0"
www.CoastCCG.com
6'-0"
6040FX
6" 9'-10 1/2" 14'-4 1/2"
6'-0"
6040FX
4'-0" 16'-4"
DN
19'-0 1/2"
6'-0" 6040FX 10'-2" 6040FX
6"
6'-0"
6040FX
5'-0"
17'-8 1/2"
6'-0"
6040FX 10'-9"
EXISTING AND DEMOLITION
DN
A EXISITNG WALL TO BE
REMOVED
B EXISTING CABINETRY
AND / OR PLUMBING TO BE REMOVED
POLYMERS
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
C REMOVE WALL SECTION
FOR NEW OPENING
9'-6" 4'-0"
D REMOVE BOTTOM STEPS
AND LANDING FOR NEW BOTTOM STAIR SECTION 110'-0"
14'-0"
OPEN TO BELOW
D
6'-6"
6'-0" 6040FX 10'-4"
EXISTING RAILING
PROJECT INFORMATION
6'-6"
4'-9"
MICROGREEN
10'-0"
POLYMERS
6'-0" 6040FX 10'-4"
UP
9'-6"
7220 201ST STREET NE
11'-5"
4'-9" 5 STEPS UP TO
ARLINGTON, WA 98223
EXISTING STORAGE
MEZZANINE
SNOHOMISH COUNTY
6'-0" 10'-4"
6040FX EGRESS 4'-2"
PARCEL#
B
A A
00793300002300
3'-5"
00793300002400
EXISTING STAIRS 48" WIDE
6'-0"
6040FX
16'-4" EGRESS ROUTE
PROJECT NO.:
14'-4"
X
EXISTING CONFERENCE ROOM
____________
7'-0"
DRAWN BY:
5040FX 5040FX
DS
____________
EXISTING UPPER FLOOR
AND DEMOLITION PLAN
CHECKED BY:
SCALE: 1 IN = 10 FT
TG
____________
REVISIONS:
4/10/2014
ISSUED:
SHEET NUMBER / TITLE
E-3
EXISTING UPPER FLOOR PLAN
SITE PLAN INFORMATION
PROJECT INFORMATION
348.25' 201ST STREET NE
S87° 59' 12"E
MICROGREEN
Coast Construction Group
"
0
'-
328 N Olympic Ave
0
PROJECT INFO
4
Arlington, WA 98223
27'-0"
TAX ACCOUNT NUMBER: 00793300002300 / 00793300002400
p. 360-474-0600
WATER SERVICE: CITY OF ARLINGTON POLYMERS
f. 360-474-1095
SEWER SERVICE: CITY OF ARLINGTON
www.CoastCCG.com
FIRE DISTRICT: CITY OF ARLINGTON
PROJECT AREA: 2.5 ACRES 7220 201ST STREET NE
SITE ADDRESS: 7220 201ST STREET NE, ARLINGTON, WA
ZONING / COMP. PLAN: G.I. - GENERAL INDUSTRIAL ARLINGTON, WA 98223
PROPOSED LAND USE: G.I. - GENERAL INDUSTRIAL
DATUM (VERT / HORIZ): NAVD 88 / NAD 83
ADA
PROJECT LOCATION MAP
DEVELOPER
EXISTING BUILDING AREA
COAST CONSTRUCTION GROUP
TREVOR GASKIN 201ST STREET NE
MICROGREEN POLYMERS
E
328 OLYMPIC AVE
"
59
ARLINGTON, WA 98223
'.5 '
9 0
(425) 923-0277
2 °3
W
0
"9
N
'. 5
5 '
9 0
2 3
°
0
PROPOSED NEW AREA
S
CONTACT / ENGINEER
HALE MILLIGAN & ASSOCIATED LLC
POLYMERS
KELLI HALE, PE
MICROGREEN 7220 201ST STREET NE ARLINGTON, WA 98223
307 OLYMPIC AVE, SUITE 209
ARLINGTON, WA 98223
(360) 474-4624
LEGAL DESCRIPTION
SECTION 14 TOWNSHIP 31 RANGE 05 QUARTER NW
PROJECT INFORMATION
JENSEN BUSINESS PARK, PHASE 2 BLK 000 D-00 LOT 23
JENSEN BUSINESS PARK, PHASE 2 BLK 000 D-00 LOT 24
MICROGREEN
POLYMERS
SCALE: 1 IN = 30 FT
7220 201ST STREET NE
ARLINGTON, WA 98223
348.25'
N87° 59' 12"W
SNOHOMISH COUNTY
PARCEL#
GENERAL NOTES
CODE INFORMATION PROJECT CONTACTS SHEET INDEX
00793300002300
00793300002400
DESIGNER T-1
TITLE SHEET PROJECT NO.:
ALL CONSTRUCTION FOR THIS PROJECT
1. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR
SHALL COMPLY WITH THE FOLLOWING: COAST CONSTRUCTION GROUP
X
____________
CLARIFICATION AND RESOLUTION PRIOR TO PERFORMING ANY WORK. DISCREPANCIES AMONG THE DRAWINGS OR BETWEEN THE
328 N OLYMPIC AVE PROPOSED
CONSTRUCTION PAGES
DRAWINGS AND THE SITE CONDITIONS DO NOT QUALIFY AS GROUNDS FOR COMPENSATION FROM THE OWNER, PROFESSIONALS FOR
2012 INTERNATIONAL BUILDING CODE ARLINGTON, WA 98223
DRAWN BY:
ERRORS IN BUILD-OUT OR INSTALLATION.
2012 INTERNATIONAL MECHANICAL CODE O 360-474-0600
DS
2012 INTERNATIONAL FIRE CODE
F 360-474-1095 A-1
BUILDING ELEVATIONS ____________
2012 INTERNATIONAL FUEL GAS CODE
2. DO NOT SCALE THE DRAWING.
2012 UNIFORM PLUMBING CODE CONTACT: TREVOR GASKIN A-2
LOWER FLOOR PLAN
CHECKED BY:
NATIONAL ELECTRICAL CODE (NFPA 70) EMAIL: TREVOR@COASTCCG.COM A-3
UPPER FLOOR PLAN
3. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED ISSUES OF ALL APPLICABLE CODES AND LOCAL REGULATIONS.
2009 ICC/ANSI A117.1-09
____________TG
2012 WASHINGTON STATE ENERGY CODE A-4
DOORS AND WINDOWS
CONTRACTOR
4. ALL NEW WORK SHALL BE IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.
COAST CONSTRUCTION GROUP A-5
LIGHTING AND CEILING
328 N OLYMPIC AVE A-6
HVAC AND VENTILATION REVISIONS:
OCCUPANCY TYPE - F1 / B
5. ALL DIMENSIONS ARE INSIDE ROOM CLEAR DIMENSIONS, UNLESS NOTED OTHERWISE.
CONSTRUCTION TYPE - VB ARLINGTON, WA 98223 A-7
PLUMBING AND FIXTURES 4/10/2014
SPRINKLERED - YES O 360-474-0600
FIRE ALARMED - YES A-8
FLOOR AND ROOF FRAMING
6. CONTRACTOR SHALL PROVIDE ALL NEEDED BLOCKING FOR ATTACHMENT OF WALL-HUNG ITEMS.
F 360-474-1095
CONTACT: TREVOR GASKIN B-1
BUILDING SECTIONS
7. CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR CEILING SYSTEM & OTHER SUSPENDED FIXTURES AS NECESSARY.
SQUARE FOOTAGE SUMMARY EMAIL: TREVOR@COASTCCG.COM B-2
LOADING RAMP AND STORM WATER
C-1
GENERAL NOTES / ENERGY CODE
8. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT.
EXISTING MANUFACTURING AREA 27,500 ENGINEER
EXISTING MAIN FLOOR OFFICE AREA 2,639 C-2
ACCESSIBLE NOTES AND DETAILS
B&T DESIGN AND ENGINEERING
EXISTING UPPER FLOOR OFFICE AREA 2,485
9. EXTERIOR SIGNAGE TO BE PROVIDED BY THE OWNER UNDER SEPARATE CONTRACT.
P.O. BOX 595
TOTAL EXISTING FLOOR AREA 32,624
NEW SHIPPING AREA 4,948 ISSAQUAH, WA 98027 EXISTING
BUILDING AND DEMO PAGES
10. CONTRACTOR SHALL COORDINATE WITH OWNER AND RECONCILE WITH PLANS TO DETERMINE SCOPE OF DEMO WORK.
NEW MAIN FLOOR OFFICE AREA 709 O 425-557-0779
NEW UPPER OFFICE AREA 709 F 425-557-0765
TOTAL NEW FLOOR AREA 6,366 CONTACT: JIM TRUEBLOOD E-1
EXISITNG BUILDING ELEVATIONS ISSUED:
TOTAL FLOOR AREA AFTER ADDITION 38,990 EMAIL: JIM@BNTENGR.COM E-2
EXISTING LOWER FLOOR
E-3
EXISTING UPPER FLOOR
OCCUPANCY LOAD TENANT
MICROGREEN POLYMERS
PER IBC TABLE 1004.1.2 STRUCTURAL
AND ENGINEERING
7220 201ST STREET NE
BUSINESS FACTOR = 100
ARLINGTON, WA 98223
INDUSTRIAL FACTOR = 100
TYPE F1 INDUSTRIAL AREA 32,448 / 100 = 324 O 360-435-7400 S1.1 FOUNDATION
PLAN
TYPE B BUSINESS AREA 6,542 / 100 = 65 F 360-435-0248 S1.2 SECOND
FLOOR FRAMING PLAN
CONTACT: TONY LASALATA
S1.3 ROOF
FRAMING PLAN
EMAIL: TONY.LASALATA@MICROGREENINC.COM
S2.1 STANDARD
DETAILS AND NOTES
OWNER S2.2 STANDARD
DETAILS
JENSEN BUSINESS PARK, LLC
SHEET NUMBER / TITLE
S3.1 FOUNDATION
DETAILS
20613 OLD BURN HILL RD
S4.1 FLOOR
FRAMING DETAILS
ARLINGTON, WA 98223
O 425-356-7082 S5.1 ROOF
FRAMING DETAILS
F 360-652-5161
T-1
CONTACT: DEAN JENSEN
EMAIL: DAJEX54@MSN.CO
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
NEW
TPO ROOF WITH
SCUPPERS
AND DOWNSPOUTS
STANDING SEAM METAL ROOFING TO MATCH EXISTING
WITH GUTTERS AND DOWNSPOUTS
BUILDING OVERVIEW POLYMERS
NTS MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
LOADING DOCK RAMP TO BE 48" LOWER THAN FINISHED FLOOR
PROJECT INFORMATION
MICROGREEN
POLYMERS
7220 201ST STREET NE
ARLINGTON, WA 98223
UPPER FLOOR CEILING HT
CMU WALL HT SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
20'-1"
19'-0" PROJECT NO.:
X
____________
DRAWN BY:
DS
WEST ELEVATION
____________
SCALE: 1 IN = 10 FT
CHECKED BY:
TG
____________
REVISIONS:
4/10/2014
ISSUED:
SOUTH ELEVATION
SCALE: 1 IN = 10 FT
SHEET NUMBER / TITLE
NORTH ELEVATION
EAST ELEVATION A-1
SCALE: 1 IN = 20 FT
SCALE: 1 IN = 20 FT ELEVATIONS
25'-0"
250'-0"
24'-11"
Coast Construction Group
3070 5040FX
328 N Olympic Ave
A
A
Arlington, WA 98223
5'-8 1/2" 18'-0"
EXISTING ROLLUP
5'-0"
p. 360-474-0600
7'-6"
f. 360-474-1095
3068
www.CoastCCG.com
6'-0" 6040FX
15'-6"
6" 7'-3"
6'-0" 3068
6040FX
A
3068
36'-7"
4'-0"
49'-0" 6'-0"
6040FX
6"
EXISTING - NO WORK IN THIS AREA
6'-0"
6040FX
3'-6"
5068 UP
5'-0" H
REPLACE SINK AND
EXISTING COUNTER
6'-0" 5040FX
WALL LEGEND
6040FX 11'-4"
A EXISTING 6" CONCRETE TILT UP TYPE WALL
2'-8" 3068
3068 2'-2"
B 8" CMU BLOCK WALL
POLYMERS
12'-0"
3068
C
7220
201ST STREET NE ARLINGTON, WA 98223
4040FX
2X6 AT 16" OC WOOD FRAMED EXTERIOR WALL WITH 5/8 GWB INT AND STUCCO
EXT
MICROGREEN
9'-6 1/2"
D 2X6 AT 16" OC WOOD FRAMED INTERIOR WALL WITH 5/8 GWB BOTH SIDES
14'-0" 3070 4'-6 1/2" 14'-9" 4040FX
110'-0"
7'-2" 5'-1 1/2" 9'-4"
E 2X4 AT 16" OC WOOD FRAMED INTERIOR WALL WITH 5/8 GWB BOTH SIDES
EXISTING ROLLUP
4040FX UP
3068 4'-2"
F 2X3 AT 16" OC WOOD FRAMED INTERIOR WALL WITH 5/8 GWB ONE SIDE
3068 5068
1'-9"
G NEW WALL TO BE FRAMED IN EXISTING AREA
42'-0"
4'-9"
H NEW OPENING / DOOR IN EXISTING WALL
7'-6 1/2"
6'-0"
6040FX 8040FX
3068 H
3068 D
PROJECT INFORMATION
19'-3" MEN 3068
4'-9"
G G
MICROGREEN
9'-9"
3068 ADA
POLYMERS
6'-0" 3068
6040FX 10'-3" G D G
D
7220 201ST STREET NE
2'-4" 3068
4'-9" G
26'-8"
ARLINGTON, WA 98223
ADA G
47'-0"
9'-8 1/2"
3068 G
5'-2" 14'-4"
16'-3"
SNOHOMISH COUNTY
6'-0" 6040FX 11'-4 1/2" WOMEN 3068 G
38'-8"
10'-3" 3'-10"
TOP OF EXISITING FINISHED FLOOR ELEVATION = 120 FT
PARCEL#
3'-5" 11'-1 1/2"
E
00793300002300
G 9'-0"
3068 3068
00793300002400
3'-8 1/2" G 6'-11 1/2"
6'-0" 9'-0" 15'-3" G G 7'-9 1/2"
6040FX
3068
SHIPPING
G TEAM 9'-6"
PROJECT NO.:
13'-0" ROOM G G
OFFICE
X
11'-0"
11'-3"
9'-2" ADA
NEW 12 X 12 ROLLUP
____________
7'-0"
EXISTING ROLLUP
H H
100'-6"
EXISTING AREA F 10'-9 1/2"
F 12 W X 12 H H 12 W X 12 H EXISTING AREA
3068 A 3068 5070 3070 A
3070 3070 A
A
DRAWN BY:
NEW AREA F F
F NEW AREA
74'-9"
75'-0"
4'-3" 3068 4'-6" 4'-6 1/2"
4'-6" 11'-5" 12'-0" 11'-0" 12'-0"
50'-0" DS
KEEP WINDOW
____________
CLOSE OFF 3068
D D
WINDOW
6'-0" 6040FX 41'-9 1/2"
CHECKED BY:
14'-4 1/2"
15'-11" 9 W
X 12 H
5040FX 9'-4 1/2" OFFICE
____________TG
F
14'-0" 4'-6"
E 5068 3068 E
EXISTING
AREA
8'-9" 4040FX
NEW 9 X 12 ROLLUP 24'-10 13/16"
30'-0" C B
30'-0"
30'-0"
D
REVISIONS:
TOP
OF FINISHED FLOOR ELEVATION = 120 FT
A5
10 ROLLUP 10 ROLLUP
10 ROLLUP10 H B 10 H 10 H
4/10/2014
D
X 9 X X 9 X X
9 X W 12'-0" W W
6'-0" 5068
9 9 9
NEW AREA
6040FX 14'-8"
30'-0" EXISTING AREA
14'-10 1/2"
TOP OF TRUCKK LOADING RAMPCANTILEVER TRUSSES AT THIS BEAM LINE 12'-0"
10'-0"
F
AT WALL ELEVATION TO BE 116 FT
5'-0"
EXISTING AREA
10'-0" EXISTING ROLLUP
B 5'-7 3/16"
C
12'-0"
ROOF BEAM
5040FX 3640FX 3070 6040FX 3070
3070
NEW AREA
2'-5"
9"
3'-0" 5'-0" 9'-0" 3'-6" 3'-0" 15'-0 1/2" 3'-0"
12'-0" NOTE: SEE DETAILS
FOR OIL EXISTING COLUMN
WATER SEPARATOR VAULT
B
TOP OF FINISHED FLOOR ELEVATION = 120 FT
25'-0"
66'-3 3/16"
62'-4 1/8"
15'-0" 60'-0"
A
36'-0"
B
A5 E
A5
B
A5
12'-0"
(1) EXISTING LOADIN RAMP
(2) NEW LOADING
RAMPS ROOF BEAM
30'-0"
ISSUED:
15'-0"
12 X 14 ROLLUP
B
12 W X 14 H
2'-0"
8'-2 11/16" 12'-0"
22'-2 11/16"
F
16'-0"
PROPOSED LOWER FLOOR
A5
C
SCALE: 1 IN = 10 FT
A6
SHEET NUMBER / TITLE
A-2
PROPOSED LOWER FLOOR
25'-0"
250'-0"
Coast Construction Group
5040FX 5040FX
328 N Olympic Ave
A
A
Arlington, WA 98223
5'-0"
p. 360-474-0600
f. 360-474-1095
11'-0"
www.CoastCCG.com
6'-0"
6040FX
3068
6" 9'-10 1/2" 14'-4 1/2"
6'-0"
6040FX
NEW DESK
A 10'-0 1/2" 3068 AND COUNTER
4'-0" 16'-4" 3068 D1
DN
6'-0" 6040FX 6040FX
WALL LEGEND
9'-0"
6" 3'-7 1/2" A EXISTING 6" CONCRETE
TILT UP TYPE WALL
3068
6'-0" 6040FX B 8" CMU BLOCK WALL
10'-0" G 3068
C 2X6 AT 16" OC WOOD FRAMED
EXTERIOR WALL WITH 5/8 GWB INT AND STUCCO EXT
5'-0"
G D 2X6 AT 16" OC WOOD FRAMED
INTERIOR WALL WITH 5/8 GWB BOTH SIDES
10'-2"
17'-8 1/2" E 2X4 AT 16" OC WOOD
FRAMED INTERIOR WALL WITH 5/8 GWB BOTH SIDES
6'-0"
6040FX
10'-9" F 2X3 AT 16" OC WOOD
FRAMED INTERIOR WALL WITH 5/8 GWB ONE SIDE
3068 DN
G NEW WALL TO BE FRAMED
IN EXISTING AREA
POLYMERS
H NEW OPENING / DOOR IN
EXISTING WALL
3068
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
9'-6" 4'-0"
110'-0"
14'-0"
OPEN TO BELOW
3068 3068
6'-6"
6'-0" 6040FX 10'-4"
EXISTING RAILING
PROJECT INFORMATION
6'-6"
4'-9"
3068
3068
MICROGREEN
10'-0"
POLYMERS
6'-0" 10'-4" 3068
6040FX
UP
11'-5"
7220 201ST STREET NE
4'-9" 5 STEPS UP TO
ARLINGTON, WA 98223
3068 EXISTING STORAGE
MEZZANINE
6'-0"
SNOHOMISH COUNTY
6040FX 11'-10" 3068 EGRESS 4'-2"
PARCEL#
00793300002300
3'-5"
G REPLACE EXISTING
00793300002400
SINK AND CABINET
3068 5068
EXISTING STAIRS 48" WIDE
6'-0"
6040FX G 11'-0 1/2"
4'-0" 10'-5 1/2" EGRESS ROUTE
PROJECT NO.:
12'-10" G G G
X
7'-0"
____________
9'-6" 3068STORAGE 5'-0"
EXISTING AREA
A H A
DRAWN BY:
NEW AREA F F
4'-3" 3068 3068
DS
____________
6'-0" 13'-3"
CHECKED BY:
6040FX
9'-6" 4'-0" 10'-5 1/2"
____________TG
4'-3" E 3068
5'-0" B
REVISIONS:
5040FX
C
4/10/2014
4'-0" 16'-0"
F
5'-0"
5040FX
1'-6" C
5040FX 5040FX
3'-0" 5'-0" 9'-0" 5'-0" 3'-8"
PROPOSED UPPER FLOOR
SCALE: 1 IN = 10 FT
ISSUED:
SHEET NUMBER / TITLE
A-3
PROPOSED UPPER FLOOR
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
100
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
100
DN
300
B
100
UP
100
DN
100
100
100
100
POLYMERS
60
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
100
UP
100 100
100
100
40
100
100 100
100
100 PROJECT INFORMATION
300
300
B
MICROGREEN
B
POLYMERS
100
300
B
7220 201ST STREET NE
100
300
ARLINGTON, WA 98223
B
SNOHOMISH COUNTY
100
300 PARCEL#
100
00793300002300
00793300002400
100
300
A
EXISTING AREA
PROJECT NO.:
500 500
B A
NEW AREA
X
EXISTING AREA
EXISTING
300 300 ____________
B B
NEW AREA
200
600 600
A 100
100 100
10 DRAWN BY:
800
DS
10 300
____________
B
60
CHECKED BY:
300
70 B
TG
____________
50
300
B
700 700 700
REVISIONS:
10
70
4/10/2014
70 70
20 30 10
400 400
400
C C
C
LOWER FLOOR
UPPER FLOOR
ISSUED:
900
SHEET NUMBER / TITLE
A-4
DOORS AND WINDOWS
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
DN
UP
DN
POLYMERS
MICROGREEN 7220 201ST STREET NE ARLINGTON, WA 98223
UP
PROJECT INFORMATION
MICROGREEN
POLYMERS
3 BULB RECESSED
TROFFER FIXTURE
7220 201ST STREET NE
2 BULB TS FIXTURE
ARLINGTON, WA 98223
6 BULB T5 FIXTURE
EXTERIOR 54 WATT LED
SNOHOMISH COUNTY
WALL PACKS
PARCEL#
EXISTING LIGHTING TO
00793300002300
REMAIN IN THIS ROOM
00793300002400
PROJECT NO.:
X
____________
EXISTING AREA
DRAWN BY:
NEW AREA
DS
____________
CHECKED BY:
TG
____________
EXISTING AREA / NO WORK IN THIS AREA
REVISIONS:
4/10/2014
LOWER FLOOR
UPPER FLOOR
ISSUED:
LIGHTING AND CEILING
SCALE: 1 IN = 10 FT
SHEET NUMBER / TITLE
A-5
LIGHTING AND
ELECTRIC
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
DN
UP
DN
POLYMERS
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
UP
PROJECT INFORMATION
MICROGREEN
POLYMERS
7220 201ST STREET NE
ARLINGTON, WA 98223
SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
PROJECT NO.:
X
____________
DRAWN BY:
R
R R DS
____________
W R
CHECKED BY:
R W
W W ____________TG
EXISTING AREA / NO WORK IN THIS AREA
REVISIONS:
THERMOSTAT
R THERMOSTAT
W
4/10/2014
W R
W
W W
OUTDOOR UNITS LOCATED LOWER FLOOR
UPPER FLOOR
ALONG THIS WALL
W WARM AIR DIFFUSER EQUIPMENT (LOWER FLOOR):
W WARM AIR DIFFUSER
AMERICAN STANDARD 2-1/2 TON HEAT PUMP SYSTEM
AIR HANDLER: TAM7A0B30H21, WITH 10 KW STRIP
HEAT
R RETURN AIR DIFFUSER HEAT PUMP: 4A6H3030
R RETURN AIR DIFFUSER
ISSUED:
EQUIPMENT (UPPER FLOOR):
AMERICAN STANDARD 2 TON HEAT PUMP SYSTEM
AIR HANDLER: TAM7A0B30H21, WITH 10 KW STRIP HEAT
HEAT PUMP: 4A6H3024
HVAC AND VENTILATION
SCALE: 1 IN = 10 FT
SHEET NUMBER / TITLE
A-6
HVAC AND VENTILATION
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
DN
UP PLUMBING FIXTURES
C A EXISTING / NO CHANGE
DN
B NEW SINK AND FAUCET
POLYMERS
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
C REPLACE EXISTING SINK AND FAUCET
UP D NEW WALL HUNG LAV, WATER CLOSET, URINAL,
AND FLOOR DRAIN. ALL TO BE ADA COMPLIANT.
A
PROJECT INFORMATION
A
A MICROGREEN
POLYMERS
7220 201ST STREET NE
NOTE:
ARLINGTON, WA 98223
3" DRAIN
A RELOCATE EXISTING
SERVICE LINES AS REQUIRED SNOHOMISH COUNTY
C PARCEL#
00793300002300
CUT CONCRETE AND
TIE INTO EXISTING WASTE LINE
00793300002400
H / W C / W
C / W H / W
2" DRAIN
PROJECT NO.:
C / W C / W C / W
H / W C / W C / W
2" DRAIN C / W H / W X
C / W 2" DRAIN
____________
H / W H / W H / W H / W
C / W H / W DRAWN BY:
D
DS
____________
C / W H / W
CHECKED BY:
TG
C / W H / W ____________
EXISTING AREA / NO WORK IN THIS AREA
B C / W H / W REVISIONS:
C / W C / W 4/10/2014
H / W H / W H / W
LOWER FLOOR
UPPER FLOOR
ISSUED:
PLUMBING AND FIXTURES
SCALE: 1 IN = 10 FT
SHEET NUMBER / TITLE
A-7
PLUMBING AND FIXTURES
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
100'-6"
E
S3.1
EXISTING AREA
NEW AREA
SINGLE JOIST AT THIS SPAN
5'-2"
CEILING FRAMING TO BE
(2) 2X12 HF#2 AT 16" OC
WITH 5/4 T&G SHEATING
EXISTING AREA /
NO WORK IN THIS AREA
30'-0" 4X12 DF#2 HEADER
4X12 DF#2 AT DOOR, WINDOW, 24'-2"
AND HALLWAY
12'-0"
5'-7 3/16"
E
S3.1
19'-11" 22'-6 1/2"
POLYMERS
MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
25'-0" 66'-3 3/16"
50'-4 1/8"
FLOOR AND STORAGE
30'-0"
CEILING FRAMING
SCALE: 1 IN = 10 FT
PROJECT INFORMATION
MICROGREEN
POLYMERS
22'-2 11/16"
7220 201ST STREET NE
ARLINGTON, WA 98223
SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
PROJECT NO.:
X
____________
DRAWN BY:
DS
____________
100'-6"
CHECKED BY:
EXISTING AREA
NEW AREA
TG
____________
REVISIONS:
MANUFACTURED TRUSSES AT 24" OC
4/10/2014
WITH 3:12 ROOF PITCH
EXISTING AREA / NO
WORK IN THIS AREA
30'-0"
12'-0"
CANTILEVER ROOF TRUSSES AT THIS LOCATION
MANUFACTURED TRUSSES AT 24" OC WITH 4:12 ROOF PITCH
5'-7 3/16"
2X12 HF#2 RAFTERS AT 24" OC
ISSUED:
25'-0" 66'-3 3/16"
50'-4 1/8"
30'-0"
ROOF FRAMING
SCALE: 1 IN = 10 FT
22'-2 11/16"
FOR ADDITIONAL FRAMING AND
SHEET NUMBER / TITLE
STRUCTURAL INFORMATION REFER
TO STRUCTURAL (S) PAGES A-8
FLOOR AND ROOF FRAMING PLAN
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
3:12
ROOF PITCH
PROVIDE 8 INCH GAP
8"
TO WALL FOR EXISTING
MANUFACTURED TRUSSES AT 24" OC (HIP ROOF)
12 INCH HEEL HEIGHT
CONDUIT AT WALL
AT TRUSS BEARING
MAUNFACTURED HIPSET TRUSSES
5/8 GWB AT CEILING
25'-0"
SOFFIT INTEGRATED
INTO TRUSS DESIGN
EXISTING 6"
33'-0"
48"
CONCRETE TILT
UP TYPE WALL
114 3/4"
30'-0"
114 3/4"
241" NEW CMU WALL
241"
2X6 AT 16" OC WOOD FRAMED WALL 36"
5/4" T&G FLOOR SHEATHING
5/4 T&G FLOOR SHEATHING
CMU WALL
MAUNUFACTURED FLOOR
22" 22" DEEP FLOOR TRUSSES AT 24" OC
22" TRUSSES AT 24" OC
19'-0"
2X6 AT 16" OC WOOD FRAMED WALL
POLYMERS
5/8 GWB AT CEILING
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
EXISTING 6 INCH TILT UP WALL
48"
123 1/2"
123 1/2"
103"
103"
NEW AREA
EXISTING AREA
36"
OUTSIDE WALL HEIGHT FOR 1 1/2" TOP CHORD BEARING FLOOR TRUSSES TOP OF 6" SLAB FLOOR ELEVATION = 120
TOP OF 6" CONCRETE SLAB FLOOR ELEVATION = 120
TOP OF 6" CONCRETE SLAB FLOOR ELEVAION = 120
8"
PROJECT INFORMATION
EXISTING FOOTING
AND SLAB FLOOR CONCRETE FOOTING AND 8 INCH STEM
WALL TO EXTEND 8 INCHES ABOVE SLAB
MICROGREEN
SECTION
D POLYMERS
SECTION A
SECTION
B
SCALE:
1/4 IN = 1 FT
SCALE: 1/4 IN = 1 FT
SCALE:
1/4 IN = 1 FT
7220 201ST STREET NE
ARLINGTON, WA 98223
SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
PROJECT NO.:
X
____________
DRAWN BY:
DS
____________
CHECKED BY:
TG
____________
3:12 ROOF PITCH
PROVIDE 8 INCH GAP
REVISIONS:
8"
TO WALL FOR EXISTING
12 INCH HEEL HEIGHT
CONDUIT AT WALL
4/10/2014
AT TRUSS BEARING
2X12
HF#2 RAFTERS AT 24" OC
WITH
1/4 IN TO 1 FT SLOPE
SOFFIT INTEGRATED
6 3/4 X 24
24F GLB
INTO TRUSS DESIGN
EXISTING ROOF
33'-0"
SUPPORT BEAM
15'-0"
15'-0"
30'-0"
ISSUED:
STORAGE DECK ABOVE OFFICES (LL=125)
(2) 2X12 HF#2 AT 16" OC
NEW CMU WALL
19'-0"
19'-0"
EXISTING COLUMN
14'-8" 14'-8"
EXISTING 6 INCH TILT UP WALL
10'-0"
CMU WALL
TOP OF 6" CONCRETE SLAB
FLOOR ELEVATION = 120
8"
SHEET NUMBER / TITLE
CONCRETE FOOTING AND 8 INCH STEM
WALL TO EXTEND 8 INCHES ABOVE SLAB
SECTION F
SECTION E
SCALE 1/4 IN = 1 FT
FOR ADDITIONAL FRAMING AND
SCALE: 1/4 IN = 1 FT
STRUCTURAL INFORMATION REFER B-1
TO STRUCTURAL (S) PAGES
201ST STREET NE
348.25'
FLOOR ELEV
120
S87° 59' 12"E
Coast Construction Group
328 N Olympic Ave
"
0
'-
Arlington, WA 98223
0
4
p. 360-474-0600
BOTTOM OF RAMP
27'-0" AND DRAIN ELEV = 116
f. 360-474-1095
SLOPE CONCRETE AS www.CoastCCG.com
REQUIRED FOR DRAINAGE TO
OIL/WATER SEPARATOR DRAIN
3 X 6 X 6
OIL / WATER SEPARATOR VAULT
ADA
VORTCLAREX VCL30
INSTALL PER MANUFACTURER SPECS
10 X 20 X 3
INFILTRATION
TRENCH
9"E
TOP OF INFILTRATION TRENCH ELEV 115.8
5.'
0' 5
BOTTOM OF TRENCH ELEV 112.8
29
° 3
9"W
N0
5.'
0' 5
29
° 3
S0
POLYMERS
MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
INFILTRATION TRENCH
SOIL: FINE TO LOAMY SAND
75 SF OF INFILTRATION PER 100 SF
PROJECT INFORMATION
MICROGREEN
SITE PLAN
LOADING DOCK RAMP AREA = 2128 SF
POLYMERS
SCALE: 1 IN = 30 FT
TRENCH AREA REQUIRED = 2128/1000 X 75 = 159.6 SF
7220 201ST STREET NE
PROPOSED INFILTRATION TRENCH TO BE 200 SF ARLINGTON, WA 98223
PROPOSED TRENCH 10' X 20' X 3'
348.25'
SNOHOMISH COUNTY
N87° 59' 12"W
PARCEL#
00793300002300
00793300002400
ELEVATIONS
PROJECT NO.:
TOP OF SHIPPING AREA FLOOR 120.0 X
____________
BOTTOM OF LOADING RAMP 116.0
BOTTOM OF SEPARATOR VAULT INSIDE 110.0 DRAWN BY:
TOP OF LID SEPARATOR VAULT 116.5 DS
____________
BOTTOM OF INFILTRATION TRENCH 112.8
CHECKED BY:
TOP OF INFILTRATION TRENCH 115.8
TG
____________
REVISIONS:
TOP OF STEM WALL
BEYOND DOORWAY
4/10/2014
CMU WALL
10'-0"
TOP OF TRENCH ELEV 115.8
8"
TOP OF SLAB FLOOR
1 FT CLEAN WASHED DRAIN ROCK
1'-0"
ELEVATION = 120'
THICKEN SLAB TO 8 INCHES AT EDGE WITH EMBEDDED
ANGLE IRON
CONTINUOUS FILTER
10"
(2) 4 INCH PVC PERFORATED DRAIN PIPE FABRIC WITH MIN 4' LAP
EACH DIRECTION
2'-0"
2 FT CLEAN WASHED ROCK
BLUE GIANT EQUIPMENT
BOTTOM OF TRENCH ELEV 112.8
DOCK LEVELER HU7008-30
2'-0" INSTALL PER MANUFACTURERS
INFILTRATION TRENCH SECTION
SPECIFICATIONS
TOP OF RAMP AT WALL ELEVATION = 116'
ISSUED:
8'-0"
SLOPE TO GRADE APPROXIMATELY
2'-0"
44 INCHES UP IN 56 FEET
LEVEL OUT 2 FT THEN SLOPE UP 6 INCHES
TO VAULT TOP
TOP OF SEPARATOR VAULT
ACCESS GRATES ELEV 116.5
TOP OF OUTFALL ELEV 115.0 TOP OF INFILTRATION TRENCH ELEV 115.8
1'-6"
TOP OF INLET
DRAIN
ELEV 115.0
INFILTRATION TRENCH
SEPARATOR VAULT
BOTTOM OF INFILTRATION TRENCH ELEV 112.8
SHEET NUMBER / TITLE
BOTTOM OF SEPARATOR
VAULT INSIDE ELEV 110
B-2
SECTION C
SCALE: 1/2 IN = 1 FT
LOADING RAMP AND STORM WATER
MEANS OF EGRESS
Lower Offices including existing and new:
The occupancy load for the lower floor offices is 3348 square feet / 100 = 34
The required egress width of passageways and doors serving this area is 34 x 0.2 = 6.8"
The passageways and doors providing egress for this area exceed the required width
Coast Construction Group
Upper Offices including existing and new:
328 N Olympic Ave
the occupancy load for the upper floor offices is 3554 square feet / 100 = 36
Arlington, WA 98223
The required egress width of stairs serving this are is 36 x 0.3 = 10.8"
p. 360-474-0600
The required egress width of doors serving this area is 36 x 0.2 = 7.2"
The passageways, doors and stairs providing egress for this area exceed the required width
f. 360-474-1095
www.CoastCCG.com
New Shipping Area:
The occupancy load for the new shipping area is 4948 square feet / 100 = 50
The required egress width of passageways and doors serving this area is 50 x 0.2 = 10"
The passageways and doors providing egress for this area exceed the required width
1005.3.1 Stairways. The capacity, in inches (mm), of means of egress stairways shall be calculated by multiplying the occupant load
served by such stairway by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than
one story, only the occupant load of each story considered individually shall be used in calculating the required capacity of the
stairways serving that story.
1005.3.2 Other egress components. The capacity, in inches (mm), of means of egress components other than stairways shall be
calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (5.1 mm)
per occupant.
1005.4 Continuity. The capacity of the means of egress required from any story of a building shall not be reduced along the path of
egress travel until arrival at the public way.
1005.5. Distribution of egress capacity. Where more than one exit, or access to more than one exit, is required, the means of egress
shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity to less than 50
percent of the required capacity.
1006.2 Illumination level. The means of egress illumination level shall not be less than 1 footcandle (11 lux) at the walking surface.
POLYMERS
Exception: For auditoriums, theaters, concert or opera halls and similar assembly occupancies, the illumination at the walking
MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
surface is permitted to be reduced during performances to not less than 0.2 footcandle (2.15 lux), provided that the required
illumination is automatically restored upon activation of a premises’ fire alarm system where such system is provided.
1006.3 Emergency power for illumination. The power supply for means of egress illumination shall normally be provided by the
premises’ electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate all of
the following areas:
1. Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress.
2. Corridors, interior exit stairways and ramps and exit passageways in buildings required to have two or more exits.
3. Exterior egress components at other than their levels of exit discharge until exit discharge is accomplished for buildings required
PROJECT INFORMATION
to have two or more exits.
4. Interior exit discharge elements, as permitted in Section 1027.1, in buildings required to have two or more exits.
MICROGREEN
5. Exterior landings as required by Section 1008.1.6 for exit discharge doorways in buildings required to have two or more exits.
POLYMERS
The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries,
unit equipment or an on-site generator. The installation of the emergency power system shall be in accordance with Section 2702.
7220 201ST STREET NE
1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that
ARLINGTON, WA 98223
is at least an average of 1 footcandle (11 lux) and a minimum at any point of 0.1 footcandle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle (6 lux) average and a minimum at any point of
SNOHOMISH COUNTY
0.06 footcandle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of
PARCEL#
40 to 1 shall not be exceeded.
00793300002300
1007.3 Stairways. In order to be considered part of an accessible means of egress, a stairway between stories shall have a clear
00793300002400
width of 48 inches (1219 mm) minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-
level landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit. Exit access
PROJECT NO.:
stairways that connect levels in the same story are not permitted as part of an accessible means of egress.
X
____________
DEMOLITION GENERAL NOTES
DRAWN BY:
DS
____________
1. DEMOLITION CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL MATERIALS AND CONSTRUCTION OF
ALL FLOOR, WALL, CEILING, AND ROOF ASSEMBLIES.
CHECKED BY:
TG
2. A SITE SURVEY HAS BEEN PERFORMED REGARDING EXISTING STRUCTURAL COMPONENTS. THE SITE
____________
SURVEY DETERMINED THAT WALLS DESIGNATED TO BE REMOVED ARE NON STRUCTURAL (NON BEARING
AND NON SHEARWALL).
REVISIONS:
4/10/2014
3. EXISTING CONSTRUCTION THAT IS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AS REQUIRED
DURING DEMOLITION OPERATIONS. ANY DAMAGE CAUSED BY THE DEMOLITION SHALL BE REPAIRED AT THE
COST OF THE DEMOLITION CONTRACTOR.
4. DEMOLITION CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE CONSTRUCTION FIRE ASSEMBLY RATING
FOR ALL EXISTING RATED WALL ASSEMBLIES, ROOF ASSEMBLIES AND/OR SHAFTS.
5. EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM DURING SELECTIVE DEMOLITION.
6. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMAL INTERFERENCE WITH
ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.
ISSUED:
7. PROVIDE TEMPORARY WEATHER PROTECTION, AS REQUIRED, DURING SELECTIVE DEMOLITION AND
CONSTRUCTION PROCESS TO ENSURE THAT NO WATER DAMAGE OCCURS TO STRUCTURE, EQUIPMENT,
EXTERIOR, OR INTERIOR AREAS.
8. ANY EXISTING FINISHED SURFACES TO REMAIN THAT ARE AFFECTED BY SELECTIVE DEMOLITION SHALL BE
PATCHED TO MATCH EXISTING ADJACENT SURFACES UNLESS CONCEALED BY NEW CONSTRUCTION.
9. ALL EXISTING CABINETRY, COUNTERTOPS, SHELVES, ETC. IN AREAS OF DEMOLITION SHALL BE REMOVED,
INCLUDING THAT NOT SHOWN SPECIFICALLY SHOWN ON DRAWINGS.
10. CUT AND PATCH FLOOR AS REQUIRED FOR ALL NEW PLUMBING. CAP ABANDONED MECHANICAL BELOW
PATCH OF FLOOR SLAB.
SHEET NUMBER / TITLE
11. VERIFY ALL MODIFICATIONS OF PLUMBING WITH PLUMBING DRAWINGS.
12. THOROUGHLY CLEAN BUILDING UPON COMPLETION OF SELECTIVE DEMOLITION.
C-1
13. TOTAL SCOPE OF DEMOLITION MAY NOT BE COVERED ON THIS SHEET, REVIEW ALL SHEETS IN THE
GENERAL NOTES / ENERGY CODE
CONSTRUCTION DOCUMENTS TO DETERMINE TOTAL SCOPE OF DEMOLITION.
ACCESSIBILITY ACCESSIBLE ROUTES
302.1 General. Floor surfaces shall be stable, firm, and 402.2 Components. Accessible routes shall consist of
slip resistant, and shall comply with Section 302. one or more of the following components: Walking surfaces
Coast Construction Group
Changes in level in floor surfaces shall comply with with a slope not steeper than 1 :20, doors and
328 N Olympic Ave
Section 303. doorways, ramps, curb ramps excluding the flared
sides, elevators, and platform lifts. All components of an
Arlington, WA 98223
302.2 Carpet. Carpet or carpet tile shall be securely accessible route shall comply with the applicable portions
p. 360-474-0600
attached and shall have a firm cushion, pad, or backing of this standard.
f. 360-474-1095
or no cushion or pad. Carpet or carpet tile shall have a
www.CoastCCG.com
level loop, textured loop, level cut pile, or level cut/uncut 403.5 Clear Width. The clear width of an accessible
pile texture. The pile shall be 1/2 inch (13 mm) maximum route shall be 36 inches (915 mm) minimum.
in height. Exposed edges of carpet shall be fastened to
the floor and shall have trim along the entire length of 404.2.2 Clear Width. Doorways shall have a clear
the exposed edge. Carpet edge trim shall comply with opening width of 32 inches (815 mm) minimum.
Section 303. Clear opening width of doorways with swinging doors
shall be measured between the face of door and
302.3 Openings. Openings in floor surfaces shall be of stop, with the door open 90 degrees. Openings more
a size that does not permit the passage of a 1/2 inch (13 than 24 inches (610 mm) in depth at doors and doorways
mm) diameter sphere, except as allowed in Sections without doors shall provide a clear opening
407.4.3, 408.4.3, 409.4.3, 410.4, and 805.10. Elongated width of 36 inches (915 mm) minimum. There shall
openings shall be placed so that the long dimension be no projections into the clear opening width lower
is perpendicular to the predominant direction of than 34 inches (865 mm) above the floor. Projections
travel. into the clear opening width between 34 inches (865
mm) and 80 inches (2030 mm) above the floor shall
303.1 General. Changes in level in floor surfaces shall not exceed 4 inches (100 mm).
comply with Section 303. EXCEPTIONS:
303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) 1. Door closers and door stops shall be permitted
maximum in height shall be permitted to be vertical. to be 78 inches (1980 mm) minimum
303.3 Beveled. Changes in level greater than 1/4 inch above the floor.
(6.4 mm) in height and not more than 1/2 inch (13 mm) 2. In alterations, a projection of 5/s inch (16
maximum in height shall be beveled with a slope not mm) maximum into the required clear opening
POLYMERS
steeper than 1 :2. width shall be permitted for the latch side
MICROGREEN 7220 201ST STREET NE
ARLINGTON, WA 98223
303.4 Ramps. Changes in level greater than 1/2 inch (13 stop.
mm) in height shall be ramped and shall comply with
Section 405 or 406. 404.2.6 Door Hardware. Handles, pulls, latches,
locks, and other operable parts on accessible doors
304.2 Floor Surface. Floor surfaces of a turning space shall have a shape that is easy to grasp with one
shall comply with Section 302. Changes in level are not hand and does not require tight grasping, pinching,
permitted within the turning space. or twisting of the wrist to operate. Operable parts of
EXCEPTION: Slopes not steeper than 1 :48 shall be such hardware shall be 34 inches (865 mm) minimum
permitted. and 48 inches (1220 mm) maximum above the
304.3 Size. Turning spaces shall comply with Section floor. Where sliding doors are in the fully open position,
PROJECT INFORMATION
304.3.1 or 304.3.2. operating hardware shall be exposed and
usable from both sides.
MICROGREEN
304.3.1 Circular Space. The turning space shall EXCEPTION: Locks used only for security purposes
be a circular space with a 60-inch (1525 mm) minimum and not used for normal operation shall not
POLYMERS
diameter. The turning space shall be permitted be required to comply with Section 404.2.6.
to include knee and toe clearance complying
7220 201ST STREET NE
with Section 306.
ARLINGTON, WA 98223
304.3.2 T-Shaped Space. The turning space shall
be a T-shaped space within a 60-inch (1525 mm)
SNOHOMISH COUNTY
minimum square, with arms and base 36 inches GENERAL SITE AND BUILDING ELEMENTS
PARCEL#
(915 mm) minimum in width. Each arm of the T
00793300002300
shall be clear of obstructions 12 inches (305 mm) 502.2 Vehicle Space Size. Car parking spaces shall be
00793300002400
minimum in each direction, and the base shall be 96 inches (2440 mm) minimum in width. Van parking
clear of obstructions 24 inches (610 mm) minimum. spaces shall be 132 inches (3350 mm) minimum in
The turning space shall be permitted to width.
PROJECT NO.:
include knee and toe clearance complying with EXCEPTION: Van parking spaces shall be permitted
X
Section 306 only at the end of either the base or to be 96 inches (2440 mm) minimum in width where
____________
one arm. the adjacent access aisle is 96 inches (2440 mm)
minimum in width.
DRAWN BY:
305.2 Floor Surfaces. Floor surfaces of a clear floor
DS
space shall comply with Section 302. Changes in level 502.3 Vehicle Space Marking. Car and van parking
____________
are not permitted within the clear floor space. spaces shall be marked to define the width. Where
parking spaces are marked with lines, the width measurements
CHECKED BY:
306.2.1 General. Space beneath an element of parking spaces and adjacent access
TG
between the floor and 9 inches (230 mm) above aisles shall be made from the centerline of the markings.
____________
the floor shall be considered toe clearance and
shall comply with Section 306.2. 502.4.1 Location. Access aisles shall adjoin an
accessible route. Two parking spaces shall be permitted
REVISIONS:
306.3.1 General. Space beneath an element to share a common access aisle. Access
4/10/2014
between 9 inches (230 mm) and 27 inches (685 aisles shall not overlap with the vehicular way. Parking
mm) above the floor shall be considered knee spaces shall be permitted to have access aisles
clearance and shall comply with Section 306.3. placed on either side of the car or van parking space.
Van parking spaces that are angled shall have
access aisles located on the passenger side of the
parking space.
502.4.2 Width. Access aisles serving car and van
parking spaces shall be 60 inches (1525 mm) minimum
in width.
502.4.3 Length. Access aisles shall extend the full
length of the parking spaces they serve.
ISSUED:
SHEET NUMBER / TITLE
C-2
ACCESSIBLE NOTES AND DETAILS
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
POLYMERS
MICROGREEN 7220 201ST STREET NE ARLINGTON, WA 98223
OVERVIEW
SCALE: NTS
PROJECT INFORMATION
MICROGREEN
POLYMERS
7220 201ST STREET NE
ARLINGTON, WA 98223
SNOHOMISH COUNTY
PARCEL#
00793300002300
00793300002400
PROJECT NO.:
X
____________
DRAWN BY:
DS
____________
CHECKED BY:
TG
____________
REVISIONS:
4/10/2014
WEST ELEVATION
SCALE: 1 IN = 10 FT
ISSUED:
SHEET NUMBER / TITLE
SOUTH ELEVATION
SCALE: 1 IN = 10 FT
E-1
EXISTING BUILDING
ELEVATIONS
25'-0"
250'-0"
24'-11"
Coast Construction Group
328 N Olympic Ave
5040FX
Arlington, WA 98223
5'-8 1/2" 18'-0"
EXISTING ROLLUP
p. 360-474-0600
5'-0"
7'-6"
f. 360-474-1095
www.CoastCCG.com
6'-0" 6040FX
15'-6"
6" 7'-3"
6'-0"
6040FX
36'-7"
4'-0"
49'-0" 6'-0"
6040FX
6"
6'-0"
6040FX
B
UP
5'-0" C
6'-0" 5040FX
EXISTING AND DEMOLITION
6040FX 11'-4"
A EXISITNG WALL TO BE REMOVED
2'-8"
2'-2"
B EXISTING CABINETRY AND / OR PLUMBING TO BE REMOVED
POLYMERS
12'-0"
4040FX
C REMOVE WALL SECTION FOR NEW OPENING
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
9'-6 1/2"
D REMOVE BOTTOM STEPS AND LANDING FOR NEW BOTTOM STAIR SECTION
4'-6 1/2" 14'-9" 4040FX
110'-0"
14'-0" 7'-2" 5'-1 1/2" 9'-4"
EXISTING ROLLUP
UPD
4040FX 4'-2"
C
1'-9"
42'-0"
4'-9"
7'-6 1/2"
6'-0"
6040FX
PROJECT INFORMATION
19'-3" MEN
4'-9"
MICROGREEN
ADA
POLYMERS
6'-0"
6040FX
EXISITING PRINT ROOM
7220 201ST STREET NE
2'-4"
4'-9"
26'-8"
ARLINGTON, WA 98223
ADA
19'-9 1/2"
16'-3"
SNOHOMISH COUNTY
6'-0" 11'-4 1/2"
6040FX WOMEN
38'-8"
PARCEL#
11'-1 1/2"
00793300002300
3'-5"
00793300002400
6'-0" 6040FX A
9'-6"
PROJECT NO.:
A
EXISITNG
11'-3"
X
PRINT 9'-2"
____________
7'-0" A
EXISTING ROLLUP
STORAGE
100'-6"
B
DRAWN BY:
5040FX 5040FX 5040FX 5040FX
5040FX
40'-9"
75'-0" DS
12'-0"
50'-0" ____________
49'-8" X 16'-0" EXISTING SHED
BUILDING TO BE REMOVED
CHECKED BY:
15'-11"
EXISTING LOWER FLOOR
TG
25'-1"
____________
AND DEMOLITION PLAN
SCALE: 1 IN = 10 FT
30'-0"
REVISIONS:
4/10/2014
EXISTING TRUCK RAMP TO REMAIN AT THIS
10'-0"
LOCATION WITH PARTIAL DEMOLITION AND REBUILD
10'-0"
EXISTING COLUMN
ISSUED:
SHEET NUMBER / TITLE
E-2
EXISTING LOWER FLOOR PLAN
25'-0"
250'-0"
Coast Construction Group
328 N Olympic Ave
5040FX 5040FX
Arlington, WA 98223
5'-0"
p. 360-474-0600
f. 360-474-1095
11'-0"
www.CoastCCG.com
6'-0"
6040FX
6" 9'-10 1/2" 14'-4 1/2"
6'-0"
6040FX
4'-0" 16'-4"
DN
19'-0 1/2"
6'-0" 6040FX 10'-2" 6040FX
6"
6'-0"
6040FX
5'-0"
17'-8 1/2"
6'-0"
6040FX 10'-9"
EXISTING AND DEMOLITION
DN
A EXISITNG WALL TO BE
REMOVED
B EXISTING CABINETRY
AND / OR PLUMBING TO BE REMOVED
POLYMERS
MICROGREEN 7220
201ST STREET NE ARLINGTON, WA 98223
C REMOVE WALL SECTION
FOR NEW OPENING
9'-6" 4'-0"
D REMOVE BOTTOM STEPS
AND LANDING FOR NEW BOTTOM STAIR SECTION 110'-0"
14'-0"
OPEN TO BELOW
D
6'-6"
6'-0" 6040FX 10'-4"
EXISTING RAILING
PROJECT INFORMATION
6'-6"
4'-9"
MICROGREEN
10'-0"
POLYMERS
6'-0" 6040FX 10'-4"
UP
9'-6"
7220 201ST STREET NE
11'-5"
4'-9" 5 STEPS UP TO
ARLINGTON, WA 98223
EXISTING STORAGE
MEZZANINE
SNOHOMISH COUNTY
6'-0" 10'-4"
6040FX EGRESS 4'-2"
PARCEL#
B
A A
00793300002300
3'-5"
00793300002400
EXISTING STAIRS 48" WIDE
6'-0"
6040FX
16'-4" EGRESS ROUTE
PROJECT NO.:
14'-4"
X
EXISTING CONFERENCE ROOM
____________
7'-0"
DRAWN BY:
5040FX 5040FX
DS
____________
EXISTING UPPER FLOOR
AND DEMOLITION PLAN
CHECKED BY:
SCALE: 1 IN = 10 FT
TG
____________
REVISIONS:
4/10/2014
ISSUED:
SHEET NUMBER / TITLE
E-3
EXISTING UPPER FLOOR PLAN
FIRE SPRINKLER
PERMIT APPLICATION
Department of Community & Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223
Phone (360) 403-3551
THIS APPLICATION MUST BE ACCOMPANIED BY THREE (3) SETS OF COMPLETE AND
SCALED PLANS, THREE (3) SETS OF HYDRALIC CALCULATIONS, THREE (3) SETS OF
EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE
ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS,
WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL
EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION.
Type of Permit: New Fire Sprinkler Fire Sprinkler Add/Alt
Underground Fire Line
Project Address: 19405 68th Drive NE
Parcel ID#
007033000023
00
Project Valuation: $2,000.00
Number of Heads: 14 Building Area (Sq Ft): 32624
Owner: Wayne Williams
Address: 12221 63rd Ave NE
City: Arlington State: WA ZIP: 98223
Contact Person: Wayne Williams Phone: 425-583-4775
Cell Phone: 425-583-4775 Fax Number:
E-mail: shelley@umifireprotection.com
Contractor Information
Contractor: Unlimited Mechanical, Inc. Phone: 425-583-4775
Address: 19221 63rd Ave NE #2 - Arlington, WA. 98223
License Number: UNLIMMI093M6 Expiration: 05/14/2014
Please Attach Plans and Supporting Documents (PDF Only)
Microgreen - TI.pdf
STAFF USE ONLY:
Permit Number: Accepted Receipt #
By:
Date Received: Amount Received:
By submission of this form, I hereby certify that the above information is correct and that the
construction on, and the occupancy and the use of the above-described property will be in
accordance with the laws, rules and regulation of the State of Washington.
Permit #: 346
Permit Date: 04/15/14
Permit Type: COMMERCIAL ADDITION
Project Name: Microgreen Polymers, Inc
Applicant Name: Coast Construction Group
Applicant Address: 328 N Olympic Ave
Applicant, City, State, Zip: Arlington, WA 98223
Contact: Trevor Gaskin
Phone: 360-474-0600
Email: trevor@coastccg.com
Scope of Work: Manufacturing / Commercial Addition
Valuation: 790000.00
Square Feet: 4948
Number of Stories: 2
Construction Type:
Occupancy Group:
ID Code:
Permit Issued:
Permit Expires: 10/25/2014
Form Permit Type:
Status: EXPIRED
Assigned To:
Property
Parcel # Address Legal Description Owner Name Owner Phone Zoning
282 Plastics &
JENSEN BUSINESS
00793300002300 7220 201ST ST NE Synthetic Resins,
PARKS LLC
Rubber, Ex. Glass
Contractors
Contractor Primary Contact Phone Address Contractor Type License License #
COAST
TREVOR 328 N OLYMPIC CONSTRUCTION Labor &
CONSTRUCTION 360-474-0600 COASTCG865CG
GASKIN AVE CONTRACTOR Industries
GROUP
COAST
TREVOR 328 N OLYMPIC CONSTRUCTION
CONSTRUCTION 360-474-0600 UBI 602 626 922
GASKIN AVE CONTRACTOR
GROUP
B & T Design and
Jim 425-557-0779 250 E Sunset Way AIA/PE
Engineering
Plan Reviews
Date Review Type Description Assigned To Review Status
COMMERCIAL
04/15/2014 Ok to issue with review comments z.Christopher Young
ADDITION
COMMERCIAL
04/15/2014 Marc Hayes
ADDITION
COMMERCIAL
04/15/2014 z.Tom Cooper
ADDITION
COMMERCIAL
04/15/2014
ADDITION
Fees
Fee Description Notes Amount
Building Permit Table 4-1 $6,047.98
State Surcharge - 1st DU Residential - 1st Unit $4.50
Building Plan Review Table 4-2 $3,931.19
Total $9,983.67
Attached Letters
Date Letter Description
04/15/2014 Building Permit
Notes
Date Note Created By:
02/10/2016 Permit never issued per LU50-11-23REV0 Kristin Foster
04/15/2014 Large plans are in the review room. Amy Rusko
Uploaded Files
Date File Name
04/15/2014 BLD 346 Application.pdf
04/15/2014 BLD 346 Plans 1.pdf
04/15/2014 BLD 346 Plans 2.pdf
SCOPE OF WORK
PROJECT INFORMATION
Coast Construction Group
MICROGREEN POLYMERS
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
7220 201ST STREET NE
f. 360-474-1095
PROPOSED WORK INCLUDES:
www.CoastCCG.com
ARLINGTON, WA 98223
ENCLOSING OPEN AREA WITH NEW
WOOD FRAMED WALLS INCLUDING
ONE 20 X 14 INSULATED ROLL UP DOOR
ADDING INTERIOR WALLS
PROJECT LOCATION MAP
201ST STREET NE
ADDING WOOD FRAMED LOFT / STORAGE
MICROGREEN BUILDING
ON SITE FABRICATION OF STEEL
STAIRS AND RAILING FOR LOFT
ALL CONSTRUCTION TO BE COMPLETED
ON EXISTING 6" CONCRETE SLAB FLOOR
EXISTING BUILDING
7220 201ST STREET NE ARLINGTON, WA 98223
PROPOSED WORK INCLUDES
THIS AREA ONLY
MICROGREEN POLYMERS
PROJECT INFORMATION
MICROGREEN POLYMERS
7220 201ST STREET NE
ARLINGTON, WA 98223
74TH AVE NE
PARCEL:
00793300002300
00793300002400
GENERAL NOTES
CODE INFORMATION PROJECT CONTACTS SHEET INDEX
DESIGNER:
COAST CONSTRUCTION GROUP
PROJECT NO:
1. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR
ALL CONSTRUCTION FOR THIS PROJECT 328 N OLYMPIC AVE
X
CLARIFICATION AND RESOLUTION PRIOR TO PERFORMING ANY WORK. DISCREPANCIES AMONG THE DRAWINGS OR BETWEEN THE
SHALL COMPLY WITH THE FOLLOWING: ARLINGTON, WA 98223 COVER
COVER PAGE
DRAWINGS AND THE SITE CONDITIONS DO NOT QUALIFY AS GROUNDS FOR COMPENSATION FROM THE OWNER, PROFESSIONALS FOR
O 360-474-0600 A1
ELEVATIONS DRAWN BY:
ERRORS IN BUILD-OUT OR INSTALLATION.
F 360-474-1095 A2
FLOOR PLAN AND FLOOR FRAMING DS
2012 INTERNATIONAL BUILDING CODE CONTACT: TREVOR GASKIN A3
CROSS SECTIONS
2. DO NOT SCALE THE DRAWING.
2012 INTERNATIONAL MECHANICAL CODE EMAIL: TREVOR@COASTCCG.COM
CHECKED BY:
2012 INTERNATIONAL FIRE CODE
TG
3. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED ISSUES OF ALL APPLICABLE CODES AND LOCAL REGULATIONS.
2012 INTERNATIONAL FUEL GAS CODE CONTRACTOR:
2012 UNIFORM PLUMBING CODE COAST CONSTRUCTION GROUP
4. ALL NEW WORK SHALL BE IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.
NATIONAL ELECTRICAL CODE (NFPA 70) 328 N OLYMPIC AVE
2009 ICC/ANSI A117.1-09 ARLINGTON, WA 98223
REVISIONS
5. ALL DIMENSIONS ARE INSIDE ROOM CLEAR DIMENSIONS, UNLESS NOTED OTHERWISE.
2012 WASHINGTON STATE ENERGY CODE O 360-474-0600
F 360-474-1095
2/17/2014
6. CONTRACTOR SHALL PROVIDE ALL NEEDED BLOCKING FOR ATTACHMENT OF WALL-HUNG ITEMS.
CONTACT: TREVOR GASKIN
OCCUPANCY TYPE - F1 / B EMAIL: TREVOR@COASTCCG.COM
7. CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR CEILING SYSTEM & OTHER SUSPENDED FIXTURES AS NECESSARY.
CONSTRUCTION TYPE - VB
SPRINKLERED - YES TENANT:
8. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT.
FIRE ALARMED - YES MICROGREEN POLYMERS
7220 201ST STREET NE
9. EXTERIOR SIGNAGE TO BE PROVIDED BY THE OWNER UNDER SEPARATE CONTRACT.
SQUARE FOOTAGE SUMMARY ARLINGTON, WA 98223
O 360-435-7400
10. THIS BUILDING ONLY HAS 120/240 100A WIRE ELECTRICAL SERVICE.
EXISTING MANUFACTURING AREA 27,500 F 360-435-0248
EXISTING MAIN FLOOR OFFICE AREA 2,639 CONTACT: TONY LASALATA
11. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH MEDICAL SUPPLIER FOR INFORMATION FOR BIDDING
EXISTING UPPER FLOOR OFFICE AREA 2,485 EMAIL: TONY.LASALATA@MICROGREENINC.COM
ISSUED:
AND INSTALLATION OF ITEMS SUPPLIED IN THE PACKAGE.
TOTAL EXISTING FLOOR AREA 32,624
OWNER:
12. DEMO WORK MAY NOT BE SHOWN IN PLANS. CONTRACTOR SHALL COORDINATE WITH OWNER AND RECONCILE WITH PLANS TO
JENSEN BUSINESS PARK, LLC
DETERMINE SCOPE OF DEMO WORK.
20613 OLD BURN HILL RD
ARLINGTON, WA 98223
O 425-356-7082
F 360-652-5161
CONTACT: DEAN JENSEN
EMAIL: DAJEX54@MSN.COM
SHEET NUMBER / TITLE
COVER
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
EXISTING ROOF TO REMAIN UNCHANGED
LP T1-11 SIDING
NEW 20 X 14 INSULATED
ROLL UP DOOR 7220 201ST STREET NE ARLINGTON,
WA 98223
MICROGREEN POLYMERS
PROJECT INFORMATION
MICROGREEN POLYMERS
SOUTH ELEVATION
7220 201ST STREET NE
SCALE: 1 /4 iN = 1
FT
ARLINGTON, WA 98223
PARCEL:
00793300002300
00793300002400
PROJECT NO:
X
DRAWN BY:
DS
CHECKED BY:
TG
REVISIONS
2/17/2014
EXISTING 6" TILT UP
CONCRETE WALL
ISSUED:
LP T1-11
SIDING
EAST
ELEVATION
SCALE:
1/4 IN = 1 FT
SHEET NUMBER / TITLE
A1
A
A3
Coast Construction Group
328 N Olympic Ave
25'
50'
Arlington, WA 98223
EXISTING 6" TILT
UP
6'-0" CONCRETE WALL
p. 360-474-0600
75'
f. 360-474-1095
www.CoastCCG.com
NEW 2X4 WALL 7'-0"
EXISTING 2X4 WOOD
9'-4" TOP PLATE HT
FRAMED WALL
7080 ROLLUP DOOR 6X12 DF#2 HEADER
NEW 2X4 WALL STEEL STAIRS AND RAILING TO BE
9'-4" TOP PLATE HT FABRICATED ON SITE
MAX RISE 7" MAX RUN 11"
6X6 COLUMN
3070
WITH AB AND AC
CONNECTORS
4040 FIXED WINDOW
10'
EXISTING STEEL COLUMNS TO
UPPER
ROOF BEAM TO REMAIN UNCHANGED
3070
HALF LITE
10'
7220 201ST STREET NE
ARLINGTON, WA 98223
EXISTING STEEL COLUMNS TO UPPER
ROOF BEAM TO REMAIN UNCHANGED
3070
MICROGREEN POLYMERS
6X12 DF#2
HEADER
20 X 14 ROLLUP
DOOR
PROJECT INFORMATION
EXISTING STEEL COLUMNS
TO UPPER
FLOOR PLAN ROOF BEAM TO REMAIN UNCHANGED
SCALE: 1/4 IN = 1 FT
MICROGREEN POLYMERS
7220 201ST STREET NE
25' 4 1/2"
3' 24' 3 1/2"
20' 2' 6" ARLINGTON, WA 98223
PARCEL:
100'
00793300002300
00793300002400
NEW EXTERIOR WALL FRAMED UNDER EXISTING BEAM
TO BE 2X6 STUDS AT 16" OC WITH PT BOTTOM PLATE
AND 5/8 X 7 EXPANSION ANCORS AT 48" OC.
1/2" CDX PLYWOOD ON INTERIOR FACE
AND LP T1-11 SHEATHING ON EXTERIOR FACE
BOTH FACES NAILED WITH 10D AT 6" OC EDGES AND 12" OC FIELD
BLOCK ALL PANEL EDGES
PROJECT NO:
X
DRAWN BY:
DS
2X12 LEDGER WITH
CHECKED BY:
5/8 X 7 EXPANSION BOLTS
TG
STAGGERED AT 12" OC
INTO EXISTING CONCRETE WALL
B
A3
REVISIONS
2/17/2014
SOLID BLOCKING OVER BEAM
DOUBLE2X12 RIM JOIST
TYPICAL FLOOR JOISTS TO BE
DBL 2X12 HF#2 AT 16" OC
DOUBLE JOISTS TO BE JOINED
2X12 HF#2 FLOOR JOISTS AT 16" OC
WITH 10D STAGGERED AT 16" OC
AT THIS AREA ONLY
ISSUED:
SHEET NUMBER / TITLE
FLOOR FRAMING
PLAN
SCALE:
1/4 IN = 1 FT
A2
Coast Construction Group
328 N Olympic Ave
Arlington, WA 98223
p. 360-474-0600
f. 360-474-1095
www.CoastCCG.com
EXISTING ROOF
TRUSSES TO REMAIN UNCHANGED
EXISTING
6" TILT UP CONCRETE WALL
EXISTING BEAM SUPPORTING ROOF
SOLID BLOCKING OVER BEAM
8' 7 1/2"
NEW 2X6 WALL FRAMED
UNDER BEAM
DBL 2X12 HF#2 AT 16" OC
7220 201ST STREET NE
ARLINGTON, WA 98223
7080 ROLUP DOOR
9'-4" MICROGREEN POLYMERS
5 1/8 X 16 1/2 24F GLB
PROJECT INFORMATION
MICROGREEN POLYMERS
SECTION A
EXISTING CONCRETE SLAB 7220 201ST STREET NE
ARLINGTON, WA 98223
SCALE: 1/4 IN = 1 FT
PARCEL:
00793300002300
00793300002400
PROJECT NO:
X
DRAWN BY:
DS
EXISTING ROOF TRUSSES
CHECKED BY:
TG
EXISTING BEAM SUPPORTING ROOF
CEILING PROVIDED BY EXISTING TRUSSES
REVISIONS
2/17/2014
STEEL
STAIRS AND RAILING TO BE
FABRICATED ON SITE
MAX RISE 7" MAX RUN 11"
5/4" SUBFLOOR SHEATHING
EXISTING 2X4 WOOD
FRAMED WALL
ISSUED:
5 1/8 X 16 1/2 24F GLB
6X6 COLUMN
WITH AB AND AC
CONNECTORS
SECTION B
SCALE: 1/4 IN = 1 FT
SHEET NUMBER / TITLE
A3