HomeMy WebLinkAboutPermit PG16-0179 - 14510 BUILDING / VACANT SPACE - GAS LINE TO RTUVACANT SPACE
14510 INTERURBAN AVE S
UNIT 100
EXPIRED 07/19/17
PG1 6=01 79
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.Rov
PLUMBING/GAS PIPING PERMIT
Parcel No: 3365901630 Permit Number: PG16-0179
Address: 14510 INTERURBAN AVE S Unit100 Issue Date: 12/19/2016
Permit Expires On: 6/17/2017
Project Name: VACANT SPACE
Owner:
Name:
SANFT LOUIE
Address:
6120 52ND AVE S, SEATTLE, WA,
98118
Contact Person:
Name:
BILL ALSEPT
Phone: (425) 754-8759
Address:
3903 SMITH AVE, EVERETT, WA,
98201
Contractor:
Name:
WILLIAMS MECHANICAL INC
Phone: (425) 303-0828
Address:
3903 SMITH AVE, EVERETT, WA,
98201
License No:
WILLIM1088PA
Expiration Date: 10/1/2017
Lender:
Name:
Address:
DESCRIPTION OF WORK:
INSTALL 100' OF 1" GAS LINE TO RTU -1
Valuation of Work: $500.00 Fees Collected: $126.76
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition: 2015 National Electrical Code: 2014
International Residential Code Edition: 2015 WA Cities Electrical Code: 2014
International Mechanical Code Edition: 2015 WAC 296-46B: 2014
Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015
International Fuel Gas Code: 2015
Permit Center Authorized Signatu
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
j
Signature: G�/ Dated2 /
Print Name:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 guage.
9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
2000 GAS PIPING FINAL
9002 ROUGH -IN GAS PIPING
9001 UNDERGROUND
CITY OF TUKWILA
3 Community Development Department
Permit Center
• 6300 Southeenter Blvd, Suite 100
Tukwila, WA 98188
''' http:Uwww.TukwilaWA.gov
Plumbing/Gas Permit No. 7
Project No. rr
Date Application Accepted:
Date Application Expires:
(For office use only)
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
"Please Print"
SITE LOCATION
King Co Assessor's Tax No.: 3365901630
Site Address: 14510 Interurban Ave S Suite Number: E-100 Floor: I
Tenant Name: vacant space E-100 related permit D16-0280 New Tenant: m .....Yes ❑ ..No
PROPERTY OWNER
Name: Sanft Louie
Address: 61 2) 2nd Ave S
City: Seattle State: WA Zip: 98118
CONTACT PERSON — person receiving all project
communication
Name: bill alsept
Address: 3903 smith ave
City: everett State: wa Zip: 98201
Phone: (425) 754-8759 Fax:
Email: bill@williams-mechanical.com
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Install 100' of 1" gas line to RTU -1
Building Use (per Int'l Building Code):
Occupancy (per Int'I Building Code):
500
PLUMBING CONTRACTOR INFORMATION
Company Name: williams mechanical uic
Address: 3903 smith ave
City: everett State: wa Zip: 98201
Phone: (425) 754-8759 Fax:
Contr Reg No.: WILLIM088PA Exp Date:
Tukwila Business License No.:
Utility Purveyor: Water: Sewer:
H:\Applicatiorts\Fom Applications On Line12011 Applications\Plumbing Permit Application Revised 8-9-11.do"
Revised: August 2011 Page] of 2
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Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1-5
Fixture Type
Qty
Bidet
Drinking fountain or water
cooler(per head
Lavatory
Urinal
Water heater and/or vent
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections over 5
PERMIT APPLICATION NOTES -
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
ease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch 51 mm diameter
Gas piping outlets
1
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER101tAUTHORIZED
Signature: u/
Print Name: bill alsept
Mailing Address: 3903 smith ave
Date: 12/14/2016
Day Telephone: (425) 754-8759
everett
City
wa 98201
State Zip
H:\ApplicationsTorms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 2011 Page 2 of 2
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DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$536.89
EL16-1141 Address: 14510 INTERURBAN AVE S
Apn: 3365901630
$72.77
ELECTRICAL
$69.30
PERMIT FEE MULTI-FAM/COMM
R000.322.101.00.00
0.00
$69.30
TECHNOLOGY FEE
$3.47
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$3.47
M16-0185 Address: 14510 INTERURBAN AVE S
Apn: 3365901630
$337.36
MECHANICAL
$324.38
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$32.50
PERMIT FEE
R000.322.100.00.00
0.00
$227.00
PLAN CHECK FEE
R000.322.102.00.00
0.00
$64.88
TECHNOLOGY FEE
$12.98
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$12.98
PG16-0179 Address: 14510 INTERURBAN AVE S
Apn: 3365901630
$126.76
GAS
$121.88
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$32.50
PERMIT FEE
R000.322.100.00.00
0.00
$65.00
PLAN CHECK FEE
R000.322.103.00.00
0.00
$24.38
TECHNOLOGY FEE
$4.88
TECHNOLOGY FEE
TOTAL FEES PAID R10028
11000.322.900.04.00
0.00
$4.88
:'
Date Paid: Tuesday, December 13, 2016
Paid By: WILLIAM ALSEPT
Pay Method: CREDIT CARD 04403D
Printed: Tuesday, December 13, 2016 3:11 PM 1 of 1 Ar
SYS7EM5
INSPECTION RECORD I 0
Retain a copy with permit "��`���
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
T e of Inspection:
CANT SPS
s PSN
Address:
Date Called:
AVRS
Special Instructions:
Date Wante M.
7
p.m.
Request
t� L'
Phone No:
2 i S' - faf9
Approved per applicable codes. F-1 Corrections required prior to approval.
I I paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.
City of Tukwila Allan Ekberg, y , Ma or
Department of Community Development Jack Pace, Director
6/5/2017
BILL ALSEPT
3903 SMITH AVE
EVERETT, WA 98201
RE: Permit No. PG 16-0179
VACANTSPACE
14510 INTERURBAN AVE S - SUITE 100
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 7/19/2017.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 7/19/2017, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely, I
Rachelle Ripley �{ p
Permit Technician
File No: PG16-0179
6300 Southcenter Boulevard Suite #100 0 Tukwila, Washington 98188 9 Phone 206-431-3670 • Fax 206 431-3665
rERMIT COORD CON-
PLAN
O -
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG16-0179
DATE: 12/13/16
PROJECT NAME: VACANT SPACE
SITE ADDRESS: 14510 INTERURBAN AVE S - SUITE 100
X Original Plan Submittal
Response to Correction Letter #,
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Building Division IL Fire Prevention Planning Division
Public Works ❑ Structural ❑ Permit Coordinator 0
PRELIMINARY REVIEW: DATE: 12/15/16
Not Applicable ❑ Structural Review Required
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required ❑
(corrections entered in Reviews)
Notation:
DUE DATE: 01/12/17
Approved with Conditions e
Denied ❑
(ie: Zoning Issues)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
WILLIAMS MECHANICAL INC
Home E,spahol CA) ntaet.
Safety & Health
Washington State Department of
Labor & Industries
WILLIAMS MECHANICAL INC
Owner or tradesperson
Principals
WILLIAMS, BRADLEY PATRICK, PRESIDENT
WILLIAMS, DEBORAH KAY, SECRETARY
WILLIAMS, DEBORAH KAY, TREASURER
WILLIAMS, DEBORAH KAY, AGENT
ZUCCARINI, MICHAEL J, AGENT
(End: 01/01/1980)
Doing business as
WILLIAMS MECHANICAL INC
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Claims & Insurance Workplace Rights Trades & Licensing
3903 SMITH AVE
EVERETT, WA 98201-4549
425-303-0828
SNOHOMISH County
WA UBI No. Business type
601 413 863 Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
..........................................................
Meets current requirements.
License specialties
$1,000,000.00
GENERAL
License no.
WILLIM1088PA
Effective date
Effective — expiration
09/30/2015
1010111992-1010112017
Expiration date
Bond
...........
09/30/2017
Merchants Bonding Co (Mutual)
$12,000.00
Bond account no.
WA33987
Received by L&I
Effective date
09/23/2014
10/01/2014
Expiration date
Until Canceled
Bond history
Insurance
Allied Property & Cas Ins Co
$1,000,000.00
Policy no.
AC P3007325217
Received by L&I
Effective date
07/26/2016
09/30/2015
Expiration date
09/30/2017
Insurance history
Savings
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601413 863 &LIC=WILLIMIO88PA&SAW=
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12/19/2016
WILLIAMS MECHANICAL INC
No savings accounts during the previous 6 1 Period.
Lawsuits against the bond or savings
No�lawsui4s against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
...............................
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
Infraction no.
PSAMD00708Satisfied
- ..............
Issue date
RCW/WAC
03/02/2011
18.106.020
Violation city
Violation amount
Everett
$250.00
Type of violation
PLUMBER INFRACTION
Description
Contractor employed a person to engage in
the trade of plumbing without a current
journeyman, specialty or trainee certificate,
temporary permit or medical gas endorsement
as required. (Employing Eric SCHRAM with
expired ((11/04/2010)) trainee card installing
water heater)
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&IAccount ID
534,797-01
.........................
Account is current.
Doing business as
WILLIAMS MECHANICAL INC
Estimated workers reported
Quarter 3 of Year 2016 "21 to 30 Workers"
L&I account representative
T2 / HAN CHUNG (360)9024713 - Email: CHUK235@lni.wa.gov
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
(D Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington.
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GENERAL NOTESil
1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL.
COORDINATE WITH ARCHITECT.
2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,
INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF
THE WORK.
3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF
THE GOVERNING AUTHORITIES AND OWNERS.
4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL,
WATER OR ATMOSPHERE.
5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING
FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR
APPROVAL.
6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE
(UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT
CONTRACTOR'S EXPENSE.
7. DIMENSIONS ARE TO:
- FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF
MULLION UNLESS NOTED OTHERWISE.
- DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE.
- DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO.
- ALL MASONRY DIMENSIONS ARE NOMINAL.
8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR
DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS.
9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK
AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE
CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK.
10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO
HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE.
11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO.
12. MINIMUM ROOF SLOPE SHALL BE 1/4"=V-0".
_ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH
THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE
SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO
THE DRAWINGS.
14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D.
15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION.
16. PROVIDE ONE 2A-10BC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL
DISTANCE, AS REQUIRED BY FIRE MARSHALL.
17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM
SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP
SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH
EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR
LEVEL. IBC SECTION 1006.3.
18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT
CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE
SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON
CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR
OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE.
20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C.
21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND
FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS
OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN
THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO
LIMIT AIR LEAKAGE.
22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN Ill W/ R VALUES PER ENERGY
CALCULATIONS.
23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE
STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT
THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF
ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER
SITE DEVELOPMENT PERMIT.
24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY. THE COPYRIGHT TO THIS DRAWING
BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER
THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT
BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR
REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE
SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH
THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE
RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE
FROM THE ARCHITECT PRIOR TO ACTING.
25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT
BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING
REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED.
IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER
PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN
ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE
FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC.
THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE
ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO
RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE
DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO
REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT.
F I R Em k; 0 D E
FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS
TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE
VISIBLE FROM THE STREET.
FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE
INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR
TO BUILDING FIRE FINAL.
FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND
THE MAIN EXIT.
PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION
AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 1OBC TYPE IS/ARE REQUIRED. PLEASE MOUNT THE
EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE
EXTINGUISHER(S) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75
FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET).
FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND
EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT.
AC
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FIXT
FIXTURE
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DIAG DIAGONAL TSD TOP OF STEEL EXTERIOR X INTERIOR X X. X
DIAM DIAMETER MO MASONRY OPENING DECK ELEVATION KEY A4.X ELEVATION KEY X
DIM DIMENSION MATL MATERIAL TYP TYPICAL
DISP DISPENSER MFR MANUFACTURER
DWL DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED
DN DOWN MCJ MAS CNTRL JNT OTHERWISE DETAIL X ENLARGED
D.S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE REFERENCE AX.X PLAN
DWG DRAWING MET METAL PERMIT X
MTL METAL
EA EACH ML METAL LATH V VENT X 0 AX.X
EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL AX.X
EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE
FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION
a
ELEV ELEVATION MULL MULLION TILE
EQ EQUAL NG NATURAL GRADE WWM WELDED WIRE MESH WALL SECTION X BUILDING X X
EQUIP EQUIPMENT A5.X SECTION A4.0 A4.0
EXH EXHAUST NOM NOMINAL WC WATER CLOSET
x EXP EXPANSION N.I.C. NOT IN CONTRACT WH WATER HEATER
EJ EXPANSION JOINT 0/ OVER WF WIDE FLANGE
EXIST EXISTING OBS OBSERVE W/ WITH DOOR NUMBER 101 WINDOW TYPEHO
OC ON CENTER W/O WITHOUT
FT FEET OPG OPENING
FIN FINISH OA OVERALL WALL TYPE Wl FINISH TAG
Ilk
N.T.S.
EXISTING BUILDING— PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT.
REVgSIONS No chancres shall be made to the scope
of work without prior approval of
KVvila Building Division.
NIOTE: Revisions vAl require a new plan submittal
and may inslude additional plan review lees.
pet" 1'\j'FFFm"% 70 1
MCOPY
Permit No. 0
Plan r,9v* y S pPrOW'I is subject to errors and oml3siot n.
Approval of consirociion dc1iwments does not author i_e
the violation of qny adopted code or ordinance. Recsipt
of approved Field Copy and conditions is acknowiedood:
J
By:
Date
City of Tu MIa
BUILDING DIVISIONEX a...,...,,.., K ... `
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3903 Smith Ave
Everett, WA 98201
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3903 Smith Ave
Everett, WA 98201
IN
Pill I
.,
1/320' = 1'-0"
SIDEWALK _//
PROVIDE TRUNCATED DOMES AT
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J, RAMP
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SETBACK TRUNCATED DOMES
RAMP PER CHART ABOVE PER PLAN 1.6" TO 8" FROM CURB FACE
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TOOLED JOINTS @ 3/4"
1E BAND
;URB & GUTTER
;ONDITION WHERE
OCCURS
TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR W.XYS SHALL
BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT
IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTIO11 OF TRAVEL THE
FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN
CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED
BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK.
/RAMP,� ADA Co""URB
1/47P=11-0;2
isif R,VFR
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(2) COAT
3" WIDE PAINTED STRIPES,
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BEADED REFLECTIVE PAINT
INTERNATIONAL SYMBOL OF
ACCESSIBILITY COMPLYING WI
ANSI A117.1-2003 SECTION IVV.V.V.1
4 MARCO*=
NTS
'-0" CONC. SIDEWALK
TRASH/RECYCLE
CONCRETE CURB OR 4" WIDE STRIPING
STRIPING AS OCCURS
PER SITE PLAN
� OF
STALL
EQ 1'-6" L 1'-6" EQ
0
i
SN WITH END OF
,31ALL STRIPING —
PARKINu * T MBOL
PARKING CALCULATIONS
REQUIRED: **
WAREHOUSE:
56,990 SF @ 1:2000 = 28.5 STALLS
OFFICE:
9,405 SF @ 3:1000 = 28.2 STALLS
RETAIL:
2,342 SF @ 2.5:1000 = 5.8 STALLS
58,737 SF 62.5 TOTAL
PROVIDED:
22 - LONG 10 x 30
27 - STANDARD (9' X 19')
4 - COMPACT STALLS (8' X 17' ANGLED)
10 - COMPACT STALLS (8' X 16')
63 TOTAL INCL. 4 HC STALLS
(4) LOADING DOCKS (20' x 38')
** NOT INCLUDING MECHANICAL ROOMS
SITE AREA: 141,868 SF (3.3 ACRES)
1
PICNIC TABLE A
as
TRUNCATED DOMES AT
PED CROSSINGS - TYP.
100.7'
PROPERTY LINE
200' SETBACK
F -
if)
mil
6" 1 6"
ACCESSIBLE
PARKING SIGN
"SAFE -HIT" FLEXIBLE POST W/
"SMT" TWIST LOCK BASE. BOLT
TO CONCRETE WALKWAY OR
ASPHALT SURFACE.
LINE OF PAVING
RECEIVE
CITY OF TUKWIL�
DEC 13 2016
PERMIT CENTER
1'-D"
� ._
RESERVED
PARKING
i
VAN -
5-0" ACCESSIBLE `0
VAN ACCESSI PA G ,
SEE SITE PLA 0 ` TI S)
JUL 3.9 20�i,
NOTES:
1. ACCESSIBLE PARKING SIGNS SHALL
COMPLY WITH ICC/ANSI A117.1-2003.
2. BUILDING MOUNT (AS OCCURS): MOUNT
SIGN ON WALL WITH (2) EXMNSION
ANCHORS.
Williams Mechanical
0037Smith Ave
E e WA
til t pt 425 754 8759
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SITE PLAN
EF -1 6" vent to roof I
RESTROOM
8'-0" A.F.F
C6
3
Cl
i RTU -1 York 5 ton gas/electric Package Unit
_-__ _ _ _ - -- -------_ ---- -- — -- -- --^1- Cooling Performance
Total capacity 59.8 MBH
Sensible capacity 45.3 MBH
Refrigerant type R-41 OA
.1) Seasonal Efficiency (at ARI)13.00 SEER
Efficiency (at ARI) 10.80 EER
Ambient DB temp. 95.0 IF
` Entering OB temp. 80.0 IF
Entering WB temp. 67.0 IF
_ Leaving DB temp. 59.0 IF
Leaving WB temp. 57.6 OF
Power input (w/o blower) 4.54 kW
Sound power 82 dB(A)
Gas Heating Performance
Entering DB temp. 60 IF
Heating output capacity (Max)100 MBH
Supply air 2000 CFM
Heating input capacity (Max)125 MBH
Leaving DB temp. 106.3 IF
Air temp. rise 46.3 IF
SSE 80.6 %
Stages 1
Supply Air Blower Performance
Supply air 2000 CFM
Ext static pressure 0.61WG
Addl. Unit Losses (Options/Accessories) 0.15 IWG
Blower speed 1103 RPM
Duct location Bottom
Motor rating 1.00 HP
I Actual required BHP 1.02 HP
Power input 0.95 kW
Elevation 0 ft
Drive type DIRECT
Speed tap 5
Electrical Data
Power supply 230-3-60
Unit min circuit ampacity 27.5 Amps
Unit max over -current protection 35 Amps
Dimensions & Weight
Hgt 33 in. Len 83 in. Wth 45 in.
' Weight with factory installed options 644 lbs.
FLOOR-TST REFLECTEDt";EILING PLAN
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10" supply duct down
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Type of 3 IRTIAL HIGH
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2x2 layin supply
8" supply in joist 320 CF<
space 220 CFM type of 2
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GENERAL NOTESil
1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL.
COORDINATE WITH ARCHITECT.
2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,
INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF
THE WORK.
3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF
THE GOVERNING AUTHORITIES AND OWNERS.
4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL,
WATER OR ATMOSPHERE.
5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING
FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR
APPROVAL.
6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE
(UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT
CONTRACTOR'S EXPENSE.
7. DIMENSIONS ARE TO:
- FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF
MULLION UNLESS NOTED OTHERWISE.
- DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE.
- DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO.
- ALL MASONRY DIMENSIONS ARE NOMINAL.
8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR
DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS.
9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK
AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE
CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK.
10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO
HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE.
11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO.
12. MINIMUM ROOF SLOPE SHALL BE 1/4"=V-0".
_ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH
THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE
SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO
THE DRAWINGS.
14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D.
15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION.
16. PROVIDE ONE 2A-10BC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL
DISTANCE, AS REQUIRED BY FIRE MARSHALL.
17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM
SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP
SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH
EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR
LEVEL. IBC SECTION 1006.3.
18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT
CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE
SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON
CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR
OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE.
20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C.
21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND
FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS
OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN
THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO
LIMIT AIR LEAKAGE.
22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN Ill W/ R VALUES PER ENERGY
CALCULATIONS.
23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE
STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT
THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF
ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER
SITE DEVELOPMENT PERMIT.
24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY. THE COPYRIGHT TO THIS DRAWING
BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER
THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT
BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR
REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE
SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH
THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE
RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE
FROM THE ARCHITECT PRIOR TO ACTING.
25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT
BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING
REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED.
IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER
PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN
ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE
FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC.
THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE
ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO
RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE
DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO
REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT.
F I R Em k; 0 D E
FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS
TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE
VISIBLE FROM THE STREET.
FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE
INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR
TO BUILDING FIRE FINAL.
FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND
THE MAIN EXIT.
PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION
AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 1OBC TYPE IS/ARE REQUIRED. PLEASE MOUNT THE
EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE
EXTINGUISHER(S) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75
FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET).
FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND
EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT.
AC
ACCOUSTIC
FIXT
FIXTURE
OD
OUTSIDE DIAMETER
EXISTING BUILDING— NO CHANGES TO BUILDING ENVELOPE.
ADD
ADDENDUM
FL
FLASHING
OFS
OVERFLOW
All
ADDITION
FLR
FLOOR
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FLUOR
FLUORESCENT
AGG
AGGREGATE
FTG
FOOTING
PARA
PARAPET
A/C
AIR CONDITIONING
FND
FOUNDATION
PTD
PAINTED
AL
ALUMINIUM
FR
FRAME
PG
PAGE
ALT
ALTERNATE
FHC
FIRE HOSE CABINET
PR
PAIR
AB
ANCHOR BOLT
FV
FIELD VERIFY
PNL
PANEL
ABV
ABOVE
PTN
PARTITION
&
AND
GA
GAUGE
d
PENNY
ARCH
ARCHITECT
GI
GALVANIZED IRON
PL
PLATE
ASP
ASPHALT
GL
GLASS
PLBG
PLUMBING
GD
GRADE
PLYWD
PLYWOOD
BSMT
BASEMENT
GYP
GYPSUM
PT
POINT
BM
BEAM
GWB
GYPSUM WALL
PSI
POUNDS PER
BEL
BELOW
BOARD
SQUARE INCH
B.M.
BENCHMARK
GRND
GROUND
PSF
POUNDS PER
BLKG
BLOCKING
SQUARE FOOT
BD
BOARD
HR
HANDRAIL
PC
PRECAST
BO
BOTTOM OF
HDN
HARDENER
PL
PROPERTY LINE
BLDG
BUILDING
HDW
HARDWARE
HDWD
HARDWOOD
R
RADIUS
CABT
CABINET
HTR
HEATER
REG
REGISTER
C.I.P.
CAST IN PLACE
HT
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DIAG DIAGONAL TSD TOP OF STEEL EXTERIOR X INTERIOR X X. X
DIAM DIAMETER MO MASONRY OPENING DECK ELEVATION KEY A4.X ELEVATION KEY X
DIM DIMENSION MATL MATERIAL TYP TYPICAL
DISP DISPENSER MFR MANUFACTURER
DWL DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED
DN DOWN MCJ MAS CNTRL JNT OTHERWISE DETAIL X ENLARGED
D.S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE REFERENCE AX.X PLAN
DWG DRAWING MET METAL PERMIT X
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EXISTING BUILDING— PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT.
REVgSIONS No chancres shall be made to the scope
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KVvila Building Division.
NIOTE: Revisions vAl require a new plan submittal
and may inslude additional plan review lees.
pet" 1'\j'FFFm"% 70 1
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BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT
IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTIO11 OF TRAVEL THE
FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN
CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED
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WAREHOUSE:
56,990 SF @ 1:2000 = 28.5 STALLS
OFFICE:
9,405 SF @ 3:1000 = 28.2 STALLS
RETAIL:
2,342 SF @ 2.5:1000 = 5.8 STALLS
58,737 SF 62.5 TOTAL
PROVIDED:
22 - LONG 10 x 30
27 - STANDARD (9' X 19')
4 - COMPACT STALLS (8' X 17' ANGLED)
10 - COMPACT STALLS (8' X 16')
63 TOTAL INCL. 4 HC STALLS
(4) LOADING DOCKS (20' x 38')
** NOT INCLUDING MECHANICAL ROOMS
SITE AREA: 141,868 SF (3.3 ACRES)
1
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TO CONCRETE WALKWAY OR
ASPHALT SURFACE.
LINE OF PAVING
RECEIVE
CITY OF TUKWIL�
DEC 13 2016
PERMIT CENTER
1'-D"
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JUL 3.9 20�i,
NOTES:
1. ACCESSIBLE PARKING SIGNS SHALL
COMPLY WITH ICC/ANSI A117.1-2003.
2. BUILDING MOUNT (AS OCCURS): MOUNT
SIGN ON WALL WITH (2) EXMNSION
ANCHORS.
Williams Mechanical
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til t pt 425 754 8759
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SITE PLAN
EF -1 6" vent to roof I
RESTROOM
8'-0" A.F.F
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_-__ _ _ _ - -- -------_ ---- -- — -- -- --^1- Cooling Performance
Total capacity 59.8 MBH
Sensible capacity 45.3 MBH
Refrigerant type R-41 OA
.1) Seasonal Efficiency (at ARI)13.00 SEER
Efficiency (at ARI) 10.80 EER
Ambient DB temp. 95.0 IF
` Entering OB temp. 80.0 IF
Entering WB temp. 67.0 IF
_ Leaving DB temp. 59.0 IF
Leaving WB temp. 57.6 OF
Power input (w/o blower) 4.54 kW
Sound power 82 dB(A)
Gas Heating Performance
Entering DB temp. 60 IF
Heating output capacity (Max)100 MBH
Supply air 2000 CFM
Heating input capacity (Max)125 MBH
Leaving DB temp. 106.3 IF
Air temp. rise 46.3 IF
SSE 80.6 %
Stages 1
Supply Air Blower Performance
Supply air 2000 CFM
Ext static pressure 0.61WG
Addl. Unit Losses (Options/Accessories) 0.15 IWG
Blower speed 1103 RPM
Duct location Bottom
Motor rating 1.00 HP
I Actual required BHP 1.02 HP
Power input 0.95 kW
Elevation 0 ft
Drive type DIRECT
Speed tap 5
Electrical Data
Power supply 230-3-60
Unit min circuit ampacity 27.5 Amps
Unit max over -current protection 35 Amps
Dimensions & Weight
Hgt 33 in. Len 83 in. Wth 45 in.
' Weight with factory installed options 644 lbs.
FLOOR-TST REFLECTEDt";EILING PLAN
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28-
VACANT SPACE
14510 INTERURBAN AVE S
UNIT 100
EXPIRED 07/19/17
PG1 6=01 79
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.Rov
PLUMBING/GAS PIPING PERMIT
Parcel No: 3365901630 Permit Number: PG16-0179
Address: 14510 INTERURBAN AVE S Unit100 Issue Date: 12/19/2016
Permit Expires On: 6/17/2017
Project Name: VACANT SPACE
Owner:
Name:
SANFT LOUIE
Address:
6120 52ND AVE S, SEATTLE, WA,
98118
Contact Person:
Name:
BILL ALSEPT
Phone: (425) 754-8759
Address:
3903 SMITH AVE, EVERETT, WA,
98201
Contractor:
Name:
WILLIAMS MECHANICAL INC
Phone: (425) 303-0828
Address:
3903 SMITH AVE, EVERETT, WA,
98201
License No:
WILLIM1088PA
Expiration Date: 10/1/2017
Lender:
Name:
Address:
DESCRIPTION OF WORK:
INSTALL 100' OF 1" GAS LINE TO RTU -1
Valuation of Work: $500.00 Fees Collected: $126.76
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition: 2015 National Electrical Code: 2014
International Residential Code Edition: 2015 WA Cities Electrical Code: 2014
International Mechanical Code Edition: 2015 WAC 296-46B: 2014
Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015
International Fuel Gas Code: 2015
Permit Center Authorized Signatu
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
j
Signature: G�/ Dated2 /
Print Name:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 guage.
9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
2000 GAS PIPING FINAL
9002 ROUGH -IN GAS PIPING
9001 UNDERGROUND
CITY OF TUKWILA
3 Community Development Department
Permit Center
• 6300 Southeenter Blvd, Suite 100
Tukwila, WA 98188
''' http:Uwww.TukwilaWA.gov
Plumbing/Gas Permit No. 7
Project No. rr
Date Application Accepted:
Date Application Expires:
(For office use only)
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
"Please Print"
SITE LOCATION
King Co Assessor's Tax No.: 3365901630
Site Address: 14510 Interurban Ave S Suite Number: E-100 Floor: I
Tenant Name: vacant space E-100 related permit D16-0280 New Tenant: m .....Yes ❑ ..No
PROPERTY OWNER
Name: Sanft Louie
Address: 61 2) 2nd Ave S
City: Seattle State: WA Zip: 98118
CONTACT PERSON — person receiving all project
communication
Name: bill alsept
Address: 3903 smith ave
City: everett State: wa Zip: 98201
Phone: (425) 754-8759 Fax:
Email: bill@williams-mechanical.com
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Install 100' of 1" gas line to RTU -1
Building Use (per Int'l Building Code):
Occupancy (per Int'I Building Code):
500
PLUMBING CONTRACTOR INFORMATION
Company Name: williams mechanical uic
Address: 3903 smith ave
City: everett State: wa Zip: 98201
Phone: (425) 754-8759 Fax:
Contr Reg No.: WILLIM088PA Exp Date:
Tukwila Business License No.:
Utility Purveyor: Water: Sewer:
H:\Applicatiorts\Fom Applications On Line12011 Applications\Plumbing Permit Application Revised 8-9-11.do"
Revised: August 2011 Page] of 2
bh
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1-5
Fixture Type
Qty
Bidet
Drinking fountain or water
cooler(per head
Lavatory
Urinal
Water heater and/or vent
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections over 5
PERMIT APPLICATION NOTES -
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
ease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch 51 mm diameter
Gas piping outlets
1
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER101tAUTHORIZED
Signature: u/
Print Name: bill alsept
Mailing Address: 3903 smith ave
Date: 12/14/2016
Day Telephone: (425) 754-8759
everett
City
wa 98201
State Zip
H:\ApplicationsTorms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 2011 Page 2 of 2
bh
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$536.89
EL16-1141 Address: 14510 INTERURBAN AVE S
Apn: 3365901630
$72.77
ELECTRICAL
$69.30
PERMIT FEE MULTI-FAM/COMM
R000.322.101.00.00
0.00
$69.30
TECHNOLOGY FEE
$3.47
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$3.47
M16-0185 Address: 14510 INTERURBAN AVE S
Apn: 3365901630
$337.36
MECHANICAL
$324.38
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$32.50
PERMIT FEE
R000.322.100.00.00
0.00
$227.00
PLAN CHECK FEE
R000.322.102.00.00
0.00
$64.88
TECHNOLOGY FEE
$12.98
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$12.98
PG16-0179 Address: 14510 INTERURBAN AVE S
Apn: 3365901630
$126.76
GAS
$121.88
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$32.50
PERMIT FEE
R000.322.100.00.00
0.00
$65.00
PLAN CHECK FEE
R000.322.103.00.00
0.00
$24.38
TECHNOLOGY FEE
$4.88
TECHNOLOGY FEE
TOTAL FEES PAID R10028
11000.322.900.04.00
0.00
$4.88
:'
Date Paid: Tuesday, December 13, 2016
Paid By: WILLIAM ALSEPT
Pay Method: CREDIT CARD 04403D
Printed: Tuesday, December 13, 2016 3:11 PM 1 of 1 Ar
SYS7EM5
INSPECTION RECORD I 0
Retain a copy with permit "��`���
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
T e of Inspection:
CANT SPS
s PSN
Address:
Date Called:
AVRS
Special Instructions:
Date Wante M.
7
p.m.
Request
t� L'
Phone No:
2 i S' - faf9
Approved per applicable codes. F-1 Corrections required prior to approval.
I I paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.
City of Tukwila Allan Ekberg, y , Ma or
Department of Community Development Jack Pace, Director
6/5/2017
BILL ALSEPT
3903 SMITH AVE
EVERETT, WA 98201
RE: Permit No. PG 16-0179
VACANTSPACE
14510 INTERURBAN AVE S - SUITE 100
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 7/19/2017.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 7/19/2017, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely, I
Rachelle Ripley �{ p
Permit Technician
File No: PG16-0179
6300 Southcenter Boulevard Suite #100 0 Tukwila, Washington 98188 9 Phone 206-431-3670 • Fax 206 431-3665
rERMIT COORD CON-
PLAN
O -
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG16-0179
DATE: 12/13/16
PROJECT NAME: VACANT SPACE
SITE ADDRESS: 14510 INTERURBAN AVE S - SUITE 100
X Original Plan Submittal
Response to Correction Letter #,
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Building Division IL Fire Prevention Planning Division
Public Works ❑ Structural ❑ Permit Coordinator 0
PRELIMINARY REVIEW: DATE: 12/15/16
Not Applicable ❑ Structural Review Required
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required ❑
(corrections entered in Reviews)
Notation:
DUE DATE: 01/12/17
Approved with Conditions e
Denied ❑
(ie: Zoning Issues)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
WILLIAMS MECHANICAL INC
Home E,spahol CA) ntaet.
Safety & Health
Washington State Department of
Labor & Industries
WILLIAMS MECHANICAL INC
Owner or tradesperson
Principals
WILLIAMS, BRADLEY PATRICK, PRESIDENT
WILLIAMS, DEBORAH KAY, SECRETARY
WILLIAMS, DEBORAH KAY, TREASURER
WILLIAMS, DEBORAH KAY, AGENT
ZUCCARINI, MICHAEL J, AGENT
(End: 01/01/1980)
Doing business as
WILLIAMS MECHANICAL INC
Page 1 of 2
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Claims & Insurance Workplace Rights Trades & Licensing
3903 SMITH AVE
EVERETT, WA 98201-4549
425-303-0828
SNOHOMISH County
WA UBI No. Business type
601 413 863 Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
..........................................................
Meets current requirements.
License specialties
$1,000,000.00
GENERAL
License no.
WILLIM1088PA
Effective date
Effective — expiration
09/30/2015
1010111992-1010112017
Expiration date
Bond
...........
09/30/2017
Merchants Bonding Co (Mutual)
$12,000.00
Bond account no.
WA33987
Received by L&I
Effective date
09/23/2014
10/01/2014
Expiration date
Until Canceled
Bond history
Insurance
Allied Property & Cas Ins Co
$1,000,000.00
Policy no.
AC P3007325217
Received by L&I
Effective date
07/26/2016
09/30/2015
Expiration date
09/30/2017
Insurance history
Savings
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601413 863 &LIC=WILLIMIO88PA&SAW=
Help us improve
12/19/2016
WILLIAMS MECHANICAL INC
No savings accounts during the previous 6 1 Period.
Lawsuits against the bond or savings
No�lawsui4s against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
...............................
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
Infraction no.
PSAMD00708Satisfied
- ..............
Issue date
RCW/WAC
03/02/2011
18.106.020
Violation city
Violation amount
Everett
$250.00
Type of violation
PLUMBER INFRACTION
Description
Contractor employed a person to engage in
the trade of plumbing without a current
journeyman, specialty or trainee certificate,
temporary permit or medical gas endorsement
as required. (Employing Eric SCHRAM with
expired ((11/04/2010)) trainee card installing
water heater)
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&IAccount ID
534,797-01
.........................
Account is current.
Doing business as
WILLIAMS MECHANICAL INC
Estimated workers reported
Quarter 3 of Year 2016 "21 to 30 Workers"
L&I account representative
T2 / HAN CHUNG (360)9024713 - Email: CHUK235@lni.wa.gov
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
(D Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington.
Page 2 of 2
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GENERAL NOTESil
1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL.
COORDINATE WITH ARCHITECT.
2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,
INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF
THE WORK.
3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF
THE GOVERNING AUTHORITIES AND OWNERS.
4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL,
WATER OR ATMOSPHERE.
5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING
FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR
APPROVAL.
6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE
(UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT
CONTRACTOR'S EXPENSE.
7. DIMENSIONS ARE TO:
- FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF
MULLION UNLESS NOTED OTHERWISE.
- DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE.
- DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO.
- ALL MASONRY DIMENSIONS ARE NOMINAL.
8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR
DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS.
9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK
AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE
CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK.
10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO
HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE.
11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO.
12. MINIMUM ROOF SLOPE SHALL BE 1/4"=V-0".
_ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH
THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE
SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO
THE DRAWINGS.
14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D.
15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION.
16. PROVIDE ONE 2A-10BC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL
DISTANCE, AS REQUIRED BY FIRE MARSHALL.
17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM
SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP
SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH
EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR
LEVEL. IBC SECTION 1006.3.
18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT
CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE
SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON
CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR
OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE.
20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C.
21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND
FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS
OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN
THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO
LIMIT AIR LEAKAGE.
22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN Ill W/ R VALUES PER ENERGY
CALCULATIONS.
23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE
STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT
THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF
ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER
SITE DEVELOPMENT PERMIT.
24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY. THE COPYRIGHT TO THIS DRAWING
BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER
THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT
BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR
REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE
SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH
THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE
RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE
FROM THE ARCHITECT PRIOR TO ACTING.
25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT
BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING
REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED.
IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER
PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN
ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE
FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC.
THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE
ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO
RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE
DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO
REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT.
F I R Em k; 0 D E
FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS
TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE
VISIBLE FROM THE STREET.
FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE
INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR
TO BUILDING FIRE FINAL.
FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND
THE MAIN EXIT.
PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION
AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 1OBC TYPE IS/ARE REQUIRED. PLEASE MOUNT THE
EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE
EXTINGUISHER(S) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75
FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET).
FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND
EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT.
AC
ACCOUSTIC
FIXT
FIXTURE
OD
OUTSIDE DIAMETER
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DIAG DIAGONAL TSD TOP OF STEEL EXTERIOR X INTERIOR X X. X
DIAM DIAMETER MO MASONRY OPENING DECK ELEVATION KEY A4.X ELEVATION KEY X
DIM DIMENSION MATL MATERIAL TYP TYPICAL
DISP DISPENSER MFR MANUFACTURER
DWL DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED
DN DOWN MCJ MAS CNTRL JNT OTHERWISE DETAIL X ENLARGED
D.S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE REFERENCE AX.X PLAN
DWG DRAWING MET METAL PERMIT X
MTL METAL
EA EACH ML METAL LATH V VENT X 0 AX.X
EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL AX.X
EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE
FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION
a
ELEV ELEVATION MULL MULLION TILE
EQ EQUAL NG NATURAL GRADE WWM WELDED WIRE MESH WALL SECTION X BUILDING X X
EQUIP EQUIPMENT A5.X SECTION A4.0 A4.0
EXH EXHAUST NOM NOMINAL WC WATER CLOSET
x EXP EXPANSION N.I.C. NOT IN CONTRACT WH WATER HEATER
EJ EXPANSION JOINT 0/ OVER WF WIDE FLANGE
EXIST EXISTING OBS OBSERVE W/ WITH DOOR NUMBER 101 WINDOW TYPEHO
OC ON CENTER W/O WITHOUT
FT FEET OPG OPENING
FIN FINISH OA OVERALL WALL TYPE Wl FINISH TAG
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N.T.S.
EXISTING BUILDING— PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT.
REVgSIONS No chancres shall be made to the scope
of work without prior approval of
KVvila Building Division.
NIOTE: Revisions vAl require a new plan submittal
and may inslude additional plan review lees.
pet" 1'\j'FFFm"% 70 1
MCOPY
Permit No. 0
Plan r,9v* y S pPrOW'I is subject to errors and oml3siot n.
Approval of consirociion dc1iwments does not author i_e
the violation of qny adopted code or ordinance. Recsipt
of approved Field Copy and conditions is acknowiedood:
J
By:
Date
City of Tu MIa
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Everett, WA 98201
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SIDEWALK _//
PROVIDE TRUNCATED DOMES AT
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J, RAMP
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SETBACK TRUNCATED DOMES
RAMP PER CHART ABOVE PER PLAN 1.6" TO 8" FROM CURB FACE
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1E BAND
;URB & GUTTER
;ONDITION WHERE
OCCURS
TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR W.XYS SHALL
BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT
IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTIO11 OF TRAVEL THE
FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN
CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED
BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK.
/RAMP,� ADA Co""URB
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ACCESSIBILITY COMPLYING WI
ANSI A117.1-2003 SECTION IVV.V.V.1
4 MARCO*=
NTS
'-0" CONC. SIDEWALK
TRASH/RECYCLE
CONCRETE CURB OR 4" WIDE STRIPING
STRIPING AS OCCURS
PER SITE PLAN
� OF
STALL
EQ 1'-6" L 1'-6" EQ
0
i
SN WITH END OF
,31ALL STRIPING —
PARKINu * T MBOL
PARKING CALCULATIONS
REQUIRED: **
WAREHOUSE:
56,990 SF @ 1:2000 = 28.5 STALLS
OFFICE:
9,405 SF @ 3:1000 = 28.2 STALLS
RETAIL:
2,342 SF @ 2.5:1000 = 5.8 STALLS
58,737 SF 62.5 TOTAL
PROVIDED:
22 - LONG 10 x 30
27 - STANDARD (9' X 19')
4 - COMPACT STALLS (8' X 17' ANGLED)
10 - COMPACT STALLS (8' X 16')
63 TOTAL INCL. 4 HC STALLS
(4) LOADING DOCKS (20' x 38')
** NOT INCLUDING MECHANICAL ROOMS
SITE AREA: 141,868 SF (3.3 ACRES)
1
PICNIC TABLE A
as
TRUNCATED DOMES AT
PED CROSSINGS - TYP.
100.7'
PROPERTY LINE
200' SETBACK
F -
if)
mil
6" 1 6"
ACCESSIBLE
PARKING SIGN
"SAFE -HIT" FLEXIBLE POST W/
"SMT" TWIST LOCK BASE. BOLT
TO CONCRETE WALKWAY OR
ASPHALT SURFACE.
LINE OF PAVING
RECEIVE
CITY OF TUKWIL�
DEC 13 2016
PERMIT CENTER
1'-D"
� ._
RESERVED
PARKING
i
VAN -
5-0" ACCESSIBLE `0
VAN ACCESSI PA G ,
SEE SITE PLA 0 ` TI S)
JUL 3.9 20�i,
NOTES:
1. ACCESSIBLE PARKING SIGNS SHALL
COMPLY WITH ICC/ANSI A117.1-2003.
2. BUILDING MOUNT (AS OCCURS): MOUNT
SIGN ON WALL WITH (2) EXMNSION
ANCHORS.
Williams Mechanical
0037Smith Ave
E e WA
til t pt 425 754 8759
snfot ntt
SITE PLAN
EF -1 6" vent to roof I
RESTROOM
8'-0" A.F.F
C6
3
Cl
i RTU -1 York 5 ton gas/electric Package Unit
_-__ _ _ _ - -- -------_ ---- -- — -- -- --^1- Cooling Performance
Total capacity 59.8 MBH
Sensible capacity 45.3 MBH
Refrigerant type R-41 OA
.1) Seasonal Efficiency (at ARI)13.00 SEER
Efficiency (at ARI) 10.80 EER
Ambient DB temp. 95.0 IF
` Entering OB temp. 80.0 IF
Entering WB temp. 67.0 IF
_ Leaving DB temp. 59.0 IF
Leaving WB temp. 57.6 OF
Power input (w/o blower) 4.54 kW
Sound power 82 dB(A)
Gas Heating Performance
Entering DB temp. 60 IF
Heating output capacity (Max)100 MBH
Supply air 2000 CFM
Heating input capacity (Max)125 MBH
Leaving DB temp. 106.3 IF
Air temp. rise 46.3 IF
SSE 80.6 %
Stages 1
Supply Air Blower Performance
Supply air 2000 CFM
Ext static pressure 0.61WG
Addl. Unit Losses (Options/Accessories) 0.15 IWG
Blower speed 1103 RPM
Duct location Bottom
Motor rating 1.00 HP
I Actual required BHP 1.02 HP
Power input 0.95 kW
Elevation 0 ft
Drive type DIRECT
Speed tap 5
Electrical Data
Power supply 230-3-60
Unit min circuit ampacity 27.5 Amps
Unit max over -current protection 35 Amps
Dimensions & Weight
Hgt 33 in. Len 83 in. Wth 45 in.
' Weight with factory installed options 644 lbs.
FLOOR-TST REFLECTEDt";EILING PLAN
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2x2 layin supply
8" supply in joist 320 CF<
space 220 CFM type of 2
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GENERAL NOTESil
1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL.
COORDINATE WITH ARCHITECT.
2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,
INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF
THE WORK.
3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF
THE GOVERNING AUTHORITIES AND OWNERS.
4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL,
WATER OR ATMOSPHERE.
5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING
FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR
APPROVAL.
6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE
(UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT
CONTRACTOR'S EXPENSE.
7. DIMENSIONS ARE TO:
- FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF
MULLION UNLESS NOTED OTHERWISE.
- DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE.
- DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO.
- ALL MASONRY DIMENSIONS ARE NOMINAL.
8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR
DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS.
9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK
AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE
CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK.
10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO
HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE.
11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO.
12. MINIMUM ROOF SLOPE SHALL BE 1/4"=V-0".
_ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH
THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE
SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO
THE DRAWINGS.
14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D.
15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION.
16. PROVIDE ONE 2A-10BC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL
DISTANCE, AS REQUIRED BY FIRE MARSHALL.
17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM
SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP
SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH
EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR
LEVEL. IBC SECTION 1006.3.
18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT
CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE
SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON
CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR
OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE.
20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C.
21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND
FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS
OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN
THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO
LIMIT AIR LEAKAGE.
22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN Ill W/ R VALUES PER ENERGY
CALCULATIONS.
23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE
STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT
THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF
ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER
SITE DEVELOPMENT PERMIT.
24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY. THE COPYRIGHT TO THIS DRAWING
BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER
THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT
BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR
REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE
SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH
THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE
RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE
FROM THE ARCHITECT PRIOR TO ACTING.
25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT
BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING
REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED.
IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER
PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN
ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE
FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC.
THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE
ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO
RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE
DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO
REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT.
F I R Em k; 0 D E
FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS
TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE
VISIBLE FROM THE STREET.
FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE
INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR
TO BUILDING FIRE FINAL.
FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND
THE MAIN EXIT.
PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION
AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 1OBC TYPE IS/ARE REQUIRED. PLEASE MOUNT THE
EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE
EXTINGUISHER(S) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75
FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET).
FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND
EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT.
AC
ACCOUSTIC
FIXT
FIXTURE
OD
OUTSIDE DIAMETER
EXISTING BUILDING— NO CHANGES TO BUILDING ENVELOPE.
ADD
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FL
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FOOTING
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AL
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FR
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PR
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AB
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PNL
PANEL
ABV
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GA
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GI
GALVANIZED IRON
PL
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PLUMBING
GD
GRADE
PLYWD
PLYWOOD
BSMT
BASEMENT
GYP
GYPSUM
PT
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BM
BEAM
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GYPSUM WALL
PSI
POUNDS PER
BEL
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BOARD
SQUARE INCH
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BENCHMARK
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PSF
POUNDS PER
BLKG
BLOCKING
SQUARE FOOT
BD
BOARD
HR
HANDRAIL
PC
PRECAST
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HDN
HARDENER
PL
PROPERTY LINE
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BUILDING
HDW
HARDWARE
HDWD
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CABT
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CLG
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NAME
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X SHEET #
D.A. DAMP PROOFING LOC LOCATION T. S. TUBE STEEL
DIAG DIAGONAL TSD TOP OF STEEL EXTERIOR X INTERIOR X X. X
DIAM DIAMETER MO MASONRY OPENING DECK ELEVATION KEY A4.X ELEVATION KEY X
DIM DIMENSION MATL MATERIAL TYP TYPICAL
DISP DISPENSER MFR MANUFACTURER
DWL DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED
DN DOWN MCJ MAS CNTRL JNT OTHERWISE DETAIL X ENLARGED
D.S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE REFERENCE AX.X PLAN
DWG DRAWING MET METAL PERMIT X
MTL METAL
EA EACH ML METAL LATH V VENT X 0 AX.X
EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL AX.X
EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE
FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION
a
ELEV ELEVATION MULL MULLION TILE
EQ EQUAL NG NATURAL GRADE WWM WELDED WIRE MESH WALL SECTION X BUILDING X X
EQUIP EQUIPMENT A5.X SECTION A4.0 A4.0
EXH EXHAUST NOM NOMINAL WC WATER CLOSET
x EXP EXPANSION N.I.C. NOT IN CONTRACT WH WATER HEATER
EJ EXPANSION JOINT 0/ OVER WF WIDE FLANGE
EXIST EXISTING OBS OBSERVE W/ WITH DOOR NUMBER 101 WINDOW TYPEHO
OC ON CENTER W/O WITHOUT
FT FEET OPG OPENING
FIN FINISH OA OVERALL WALL TYPE Wl FINISH TAG
Ilk
N.T.S.
EXISTING BUILDING— PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT.
REVgSIONS No chancres shall be made to the scope
of work without prior approval of
KVvila Building Division.
NIOTE: Revisions vAl require a new plan submittal
and may inslude additional plan review lees.
pet" 1'\j'FFFm"% 70 1
MCOPY
Permit No. 0
Plan r,9v* y S pPrOW'I is subject to errors and oml3siot n.
Approval of consirociion dc1iwments does not author i_e
the violation of qny adopted code or ordinance. Recsipt
of approved Field Copy and conditions is acknowiedood:
J
By:
Date
City of Tu MIa
BUILDING DIVISIONEX a...,...,,.., K ... `
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3903 Smith Ave
Everett, WA 98201
IN
Pill I
.,
1/320' = 1'-0"
SIDEWALK _//
PROVIDE TRUNCATED DOMES AT
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0000 00000060 000000006
UCC 000000000000000060
J, RAMP
PLAN DETAIL
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ELEVATION
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SETBACK TRUNCATED DOMES
RAMP PER CHART ABOVE PER PLAN 1.6" TO 8" FROM CURB FACE
'- � � �AQ�A �C �UR�B /R A�M�P �w �TY�P O
1/4"=11-0"
0P OF RIVER
25
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TRASH/RECYCLE 0.Q/�
ENCLOSURE F,p
TDI a irl n Tr -r% DOMES PER PLAN
TOOLED JOINTS @ 3/4"
1E BAND
;URB & GUTTER
;ONDITION WHERE
OCCURS
TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR W.XYS SHALL
BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT
IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTIO11 OF TRAVEL THE
FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN
CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED
BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK.
/RAMP,� ADA Co""URB
1/47P=11-0;2
isif R,VFR
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(2) COAT
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PAINT (2) COATS WHITE
BEADED REFLECTIVE PAINT
INTERNATIONAL SYMBOL OF
ACCESSIBILITY COMPLYING WI
ANSI A117.1-2003 SECTION IVV.V.V.1
4 MARCO*=
NTS
'-0" CONC. SIDEWALK
TRASH/RECYCLE
CONCRETE CURB OR 4" WIDE STRIPING
STRIPING AS OCCURS
PER SITE PLAN
� OF
STALL
EQ 1'-6" L 1'-6" EQ
0
i
SN WITH END OF
,31ALL STRIPING —
PARKINu * T MBOL
PARKING CALCULATIONS
REQUIRED: **
WAREHOUSE:
56,990 SF @ 1:2000 = 28.5 STALLS
OFFICE:
9,405 SF @ 3:1000 = 28.2 STALLS
RETAIL:
2,342 SF @ 2.5:1000 = 5.8 STALLS
58,737 SF 62.5 TOTAL
PROVIDED:
22 - LONG 10 x 30
27 - STANDARD (9' X 19')
4 - COMPACT STALLS (8' X 17' ANGLED)
10 - COMPACT STALLS (8' X 16')
63 TOTAL INCL. 4 HC STALLS
(4) LOADING DOCKS (20' x 38')
** NOT INCLUDING MECHANICAL ROOMS
SITE AREA: 141,868 SF (3.3 ACRES)
1
PICNIC TABLE A
as
TRUNCATED DOMES AT
PED CROSSINGS - TYP.
100.7'
PROPERTY LINE
200' SETBACK
F -
if)
mil
6" 1 6"
ACCESSIBLE
PARKING SIGN
"SAFE -HIT" FLEXIBLE POST W/
"SMT" TWIST LOCK BASE. BOLT
TO CONCRETE WALKWAY OR
ASPHALT SURFACE.
LINE OF PAVING
RECEIVE
CITY OF TUKWIL�
DEC 13 2016
PERMIT CENTER
1'-D"
� ._
RESERVED
PARKING
i
VAN -
5-0" ACCESSIBLE `0
VAN ACCESSI PA G ,
SEE SITE PLA 0 ` TI S)
JUL 3.9 20�i,
NOTES:
1. ACCESSIBLE PARKING SIGNS SHALL
COMPLY WITH ICC/ANSI A117.1-2003.
2. BUILDING MOUNT (AS OCCURS): MOUNT
SIGN ON WALL WITH (2) EXMNSION
ANCHORS.
Williams Mechanical
0037Smith Ave
E e WA
til t pt 425 754 8759
snfot ntt
SITE PLAN
EF -1 6" vent to roof I
RESTROOM
8'-0" A.F.F
C6
3
Cl
i RTU -1 York 5 ton gas/electric Package Unit
_-__ _ _ _ - -- -------_ ---- -- — -- -- --^1- Cooling Performance
Total capacity 59.8 MBH
Sensible capacity 45.3 MBH
Refrigerant type R-41 OA
.1) Seasonal Efficiency (at ARI)13.00 SEER
Efficiency (at ARI) 10.80 EER
Ambient DB temp. 95.0 IF
` Entering OB temp. 80.0 IF
Entering WB temp. 67.0 IF
_ Leaving DB temp. 59.0 IF
Leaving WB temp. 57.6 OF
Power input (w/o blower) 4.54 kW
Sound power 82 dB(A)
Gas Heating Performance
Entering DB temp. 60 IF
Heating output capacity (Max)100 MBH
Supply air 2000 CFM
Heating input capacity (Max)125 MBH
Leaving DB temp. 106.3 IF
Air temp. rise 46.3 IF
SSE 80.6 %
Stages 1
Supply Air Blower Performance
Supply air 2000 CFM
Ext static pressure 0.61WG
Addl. Unit Losses (Options/Accessories) 0.15 IWG
Blower speed 1103 RPM
Duct location Bottom
Motor rating 1.00 HP
I Actual required BHP 1.02 HP
Power input 0.95 kW
Elevation 0 ft
Drive type DIRECT
Speed tap 5
Electrical Data
Power supply 230-3-60
Unit min circuit ampacity 27.5 Amps
Unit max over -current protection 35 Amps
Dimensions & Weight
Hgt 33 in. Len 83 in. Wth 45 in.
' Weight with factory installed options 644 lbs.
FLOOR-TST REFLECTEDt";EILING PLAN
�� 1
Aft, . , ROOF •
ENLARGED
1/4 ff=11-011
C5
A.C.T.
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FC5
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(FIELD VERIFY)
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Type of 4
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RTU -1 on roof
10" supply duct down
to lower floor
Type of 3 IRTIAL HIGH
(42-) WALL
F
n 10" ducts up in thist Type of 2
2x2 layin supply
8" supply in joist 320 CF<
space 220 CFM type of 2
OFFICE'Z--�SPACE
C5 7'-0" A.-
:�C5
A. .T.
(FIELD VERIFY)
C5 {I 1 II / C5
J
0
0
SO
0
60
0
N
1-7
toC4
co
N
N
❑
F
in
s
cn
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U,
28-
to
H
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LU
Q
�
J
UJ
H
N
w
p
f-
<�i
M
Cr!
O
Z
r
0
0
SO
0
60
0
N
1-7
toC4
co
N
❑
I n�
in
s
cn
�C
U,
28-