HomeMy WebLinkAboutPermit D16-0155 - 85C BAKERY - TENANT IMPROVEMENT85C BAKE RY
1341 SOUTHCENTER MALL
D16-0155
Citv of Tukwila
Department of Community Deve(opment- Jack Pace, Director
CERTIFICATE OF OCCUPANCY
A(!an Ekberg, Mayor
This certificate is issued pursuant to the requirements of Section 110.2 of the 2012 edition of the International
Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with
the requirements of this code for the occupancy and division of occupancy and the use for which the proposed
occupancy is classified.
Building Permit No.:
Occupant/Tenant:
Building Address:
Parcel No.:
Property Owner:
Use:
Occupancy Group/Division:
Type of Construction:
Automatic Sprinkler System:
Design Occupant Load:
C
BU G OFFICIA
�
D16-0155
85C BAKERY
�50 'SUOUTHCENTER MALL
���1
9202470090
WESTF�ELD PROPERTY TAX DEPT
PO BOX 130940, CARLSBAD, CA 92013
COMM/WHSE
B
IIB
Provided: YES
49
�/��/� d/ �
DATE
THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES
Tukwila City Ha!! • 6200 Southcenfer Boutevard • Tukwita, tNA 98188 • 206-433-I800 • Website.` TukwilalillfA.gov
� 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.�ov
DEVELOPMENT PERMIT
Parcel No: 9202470090 Permit Number: D16-0155
Address: 1 0 SOUTHCENTER MALL Issue Date: 9/30/2016
���� Permit Expires On: 3/29/2017
Project Name: 85C BAKERY
Owner:
Name: WESTFIELD PROPERTYTAX DEPT
Address: PO BOX 130940 , CARLSBAD, WA,
92013
Contact Person:
Name: SERGIO CHIN-LEY
Address:
Contractor:
Name:
1516 MELROSE AVE #200 , SEATTLE,
WA, 98122
B-SQUARED CONSTRUCTION INC
Address: PO BOX 46219 , SEATTLE, WA, 98146
License No: BSqUAC1939JE
Lender:
Name: 85 DEGREES BAKERY CAFE
Address: 1415 MOONSTONE DR , BREA, CA,
92821
DESCRIPTION OF WORK:
Phone: (206) 938-1501
Phone:(206)571-2778
Expiration Date: 4/5/2017
TENANT IMPROVEMENT: NEW BAKERY/CAFE W/SEATIN6, SALES, KITCHEN, BATHROOMS (NO EXTERIOR WORK).
Project Valuation: $350,000.00 Fees Collected: $6,186.72
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIB Occupancy per IBC: B
Electricai Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
Channelization/Striping:
2015 National Electrical Code:
2015 WA Cities Electrical Code:
2015 WAC 296-46B:
2015 WA State Energy Code:
2015
2014
2014
2014
2015
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
- �����.
r � j ' ..� (
Permit Center Authorized Signature: Date:
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�onditions attached to this permit.
Signa
Print
Date: '—�`���
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:
4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 406:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4) '
1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the fioor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthiy and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
Maintain fire extinguisher coverage throughout.
6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1008.1.8.3 subsection 2.2)
7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the
door handle is engaged from inside the tenant space. (IFC Chapter 10)
8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of
egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path
of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point
in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign,
whichever is less, from the nearest visible exit sign. (IFC 1011.1)
11: Every exit sig�n and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high
with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have
letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing
between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in
section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to
their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible
when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign,
the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6)
12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
13: Exit signs shali be illuminated at ali times. To ensure continued illumination for a duration of not less than
90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3)
14: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space
posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted
signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized
agent. (IFC 1004.3)
15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
19: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall be done in accordance with applicable standards. (IFC 901.4)
17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
20: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of
N.F.P.A. 72 and City Ordinance #2437.
21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
28: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
24: The maximum flame spread class of finish materials used on interior walls and ceilings shali not exceed that
set forth in Table No. 803.9 of the International Building Code.
25: Post address on storefront per approved Westfield standards.
18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
29: ***BUILDING PERMITCONDITIONS***
30: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
31: All permits, inspection record card and approved construction documents shali be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
33: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
34: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
35: All food preparation establishments must have Seattle/King County Department of Public Health sign-off
prior to opening or doing any food processing. Arrangements for final Health Department inspection shall
be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least
three working days prior to desired inspection date. On work requiring Health Department approval, it is
the contractor's responsibility to have a set of plans approved by the agency on the job site.
36: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
37: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
38: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
39: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
40: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
41: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
42: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
PermitCenter(206/431-3670).
43: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear
identification showing the fire performance rating thereof. Such identification shall be issued by an
approved agency having a service for inspection at the factory.
44: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required.
Special inspections shall be based on the fire-resistance design as designated in the approved construction
documents.
45: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Officiai in
a timely manner.
46: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
47: Prior to permit issue owner/representative shall fill out, list all new plumbing fixtures and sign the attached
King County Non-Residential Sewer Use Certification form.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0611 EMERGENCY LIGHTING
1400 FIRE FINAL
0409 FRAMING
0606 GLAZING
LATH & GYPSUM
0406 SUSPENDED CEILING
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CITY OF TUKb, _iA
Community Deve[opment Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA. o�v
SITE LOCATION
Building Permit No. �� �� � ��,�
Project No.
Date Application Accepted: l9`' ��`'
Date Application Expires: _T��� � `-( �/
(For office use only)
CONSTRUCTION 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**
��J� King Co Assessor's Tax No.: � 2" 36�' g OZ,�j
Site Address: ��U! �'►�E��i�r M�i� Suite Number:�
Tenant Name: U5 ���3 �jfl F�/i,� CIIC
GENERAL CONTRACTOR INFORMATION
Company Name: � �
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
Floor: �
New Tenant: ❑ ..... Yes ❑ .. No
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BUILDING PERMIT INFORMATI( 206-431-3670
Valuation of Project (contractor's bid price): $ �jd� ��%�
Describe the scope of work (please provide detailed
�'Eu�r <tirP»vv�v�ul.- A,fEir)
'I �� Z'Enio✓L dc/a�� .
Existing Building Valuation:
S�AT/N6
Will there be new rack storage? ❑.... Yes �..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Addition to Type of Type of
Existing Construction per Occupancy per
Existin Interior Remodel Structure New IBC IBC
151 Floor � � .
o i-�� oe�3
2" Floor
3` Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport �
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided
Will there be a change in use?
Standard:
❑.......Yes [�J.......No
Compact: Handicap:
If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
�j ....... Sprinklers [� .......Automatic Fire Alarm ❑....... None ❑....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.......Yes �...... No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑.......On-site Septic System — For on-site septic system, provide 2 copies of a cunent septic design approved by King County Health
Department.
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�77
PERMIT APPLICATION NOTES —
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 or more extensions of time for additional periods not exceeding 90 days each. The extension sha11 be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building 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 OWNER OR AUTHORIZ � ENT:
c;,..,.,«,...o
Date: � � � � � � �
Print Name: S�� ����' � Day Telephone:
Mailing Address: [� SD� ����'�� �� �?� �� �� ��0�2
City State Z�p
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,' PUBLIC WORKS PERMIT INF �VIATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
.. Tukwila ❑... Water District # 125 ❑... Highline
❑ .. Water Availability Provided
S wer District
.. Tukwila ❑... Valley V iew ❑... Renton
❑.. Sewer Use Certificate ❑...Sewer Availability Provided
❑... Renton
❑... Seattle
Septic Svstem•
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which aoalv): /V��
❑.. Civil Plans (Maximum Paper Size — 22" x 34")
❑.. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑.. Traffic Impact Analysis
❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
Proaosed Activities (mark boxes that aoplvl:
❑.. Right-of-way Use - Nonprofit for less than 72 hour��� ❑... Right-of-way Use - Profit for less than 72 hours
❑.. Right-of-way Use - No Disturbance ❑... Right-of-way Use — Potential Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ .. Total Cut cubic yards
❑ .. Total Fill cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑... Work in Flood Zone
❑... Storm Drainage
❑... Abandon Septic Tank
❑... Curb Cut
❑... Pavement Cut
❑... Looped Fire Line
❑.. Permanent Water Meter Size (1) " WO #_
❑.. Temporary Water Meter Size (1) " WO #
❑.. Water Only Meter Size........... " WO #
❑.. Sewer Main Extension............ Public ❑ Private ❑
❑.. Water Main Extension............ Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line _
❑ .. Water ❑ .. Sewer
Monthlv Service Billin� to:
Name:
Mailing Address:
Water Meter Refund/Billine:
Mailing
❑... Grease Interceptor
❑ ... Channelization
❑ ... Trench Excavation
❑... Utility Undergrounding
(2) " WO # (3) " WO #
(2) " WO # (3) " WO #,
_ ❑ .. Deduct Water Meter Size '
Number of Public Fire Hydrant(s)
❑ .. Sewage Treatment
Day Telephone:
City State Zip
Day Telephone:
City
State Zip
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Date Paid: Friday, September 30, 2016
Paid By: B-SQUARED CONSTRUCTION INC
Pay Method: CHECK 16855
Printed: Friday, September 30, 2016 9:50 AM 1 of 1 ���
SYS7EM5
Date Paid: Tuesday, June 14, 2016
Paid By: SERGIO CHIN LEY
Pay Method: CREDIT CARD 02517D
Printed: Tuesday, June 14, 2016 1:44 PM 1 of 1
��SY57EM5
��� INSPECTION RECORD
Retain a copy with permit `��� —�`'`�
INSPECTION N0. PERMIT N0.
CITY OF TUKWtLA BUILDING DIVISION
6300 Southtenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspectian Request Line (206) 438-9350
�Approved per appiicabie codes. � Gorrections required prior to approvaf.
COM M ENTS:
spector:
����7
� REIJVSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
� INSPECTION RECORD
Retain a copy w'rth permit D��' ����
INSPECTION N0. PERMIT N0.
CITY OF TUKWtlA BUILDING DIVISION
6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
ga c .$��r'� �U� Lpi�Y�- �t 1`I.f��
Address: Date Cailed:
f<3.5� s'6��t-t�NT R M,��.
Speciai Instruttions: Date Wanted: a.m.
2,—Q�'�i7 p.m.
Requester: �
Phone No:
�Approved per applicable codes. �Corrections required prior to approval.
�Inspectar: ��" �uate��� wj7 I
�Z�
� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Cail to schedule reinspection.
INSPECTION RECORD �� � �,� �
Retain a copy with permit
INSPECTION N0. PERMIT N0.
CITY 4F TUKWILA BUILDING DIVISION
6304 Southcenter Blvd., #100, 7ukwila. WA 98188 (206) 431-3670
Permit lnspection Request Line (206) 438-9350
� Appr�oved per applicable codes. � Gorrections required prior to approval.
COMMENTS:
inspector; Date: l
�� `7
u REINSPECTION FEE REQUIRED. Prior to next inspectian, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection.
/� 1NSPECTION RECORD �
7 Retain a copy with permit ��-����
INS ION N0. PERMfT N0.
CITY OF TUKWII.A BUILDING DIVISION .
6300 Southcenter Blvd., #1Q0, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Appr•oved per applicable codes. � Gorrections required prior to approval.
COMMENTS:
�� � �
� �� �t�,� � �
- ���' '
�
u REINSPECTION FEE REQUIRED. Prio� to next inspection, fee must be
paid at 6300 Southcenter 8tvd., Suite 100. Call to schedule reinspection.
�" INSPECTION RECORD s � �
Retam a copy with permit ���
INS ON N0. PERMIT N0.
CITY OF TUKWIl.A BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98988 (206) 43t-3670
Permit lnspection Request Line (206) 438-9350
� Appr�oved per applicabie codes. � Gorrections required prior to approvai.
COMMENTS:
� �� � '
1�`� t J��G' vl J �
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
� INSPECTION RECORD � �;'
� Retain a copy with permit 'J�� �t �
ECTION N0. PERMIT N0.
CfTY OF TUKWII.A BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (205) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per appticable codes. � Corrections required prior to approvaE.
COMMENTS:
' � � �..
inspector: Date:1� 1.�
u REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedute reinspection.
INSPECTION RECORD �
l Retain a copy with permit �� ���� �
INSP ON N0. PERMIT N0.
CITY O� TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. a Corrections required prior to approval.
��_�,
� REINSPECTION FEE REQUIRED. Prior to next i�spection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD 1��� -v1S�
� Retain a copy with permit ., �... � �.
Ibr t" 1�S
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: o Type of inspection:
� � �� {� �- vQ �'- ..
Address: ��` � Contact Person:
Suite #: �.�1 i .�� �. +�C`" l �
Special Instructions: Phone No.:
c
���Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
�-� .��- �,�' �� � �Y�-�
Needs Shift I
Fire Alarm:
Monitor:
Permits:
Inspector:
Sprinklers:
Hood & Duct:
Pre-Fire:
Occunancv T�
Date: o��� f� 7 I�rs.:
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
Company Name:
State:
�
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD �� -� � 5 �
� Retain a copy with permit _
/� — � '" �% S�
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: �--, C�---� Type of Inspection:
�� �=��/-a�� � �- /�
Address: ' Contact Person:
Suite #: j�L( 1 �� r✓�t�� l�
Special Instructions: Phone No.:
�Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
- G7� �� /�s.�• � 4 v� c� 5 --- a�
�- �/ �J�-w j?T-r� w/ ��C� � ,Eu� - G� �
------- �1V �� �� i�v �.r� � �v v-e y�r- S e c.�� o� r
� ��� � �
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: - Occu anc T e:
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn :
Address:
�;�.,.
Companv Name:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD l� /, �' �l S S�
Retain a copy with permit �
/� — �' r 2 p�
-,
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: �- Type o Inspection�
� 7 ��"1��"� L i� S i� � Gu �=�—
Address: Contac Person: �
Suite #: ���- 1 S G(/Vi � G L
Special Instructions: Phone No.:
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
� r ( �--, -- _ l' ,� 5 I
! �- �/�l� 7� S� - G ' �,.,� -- � /x 1
� � �
� `�7 � v �� J � � �'� / � �� `�
�+ /�� ' •� � S L i� � , JI'�-� ( S F'� ��t �%� � i�� � 1� Q r—
,�
S 2 ( /v lGL C`.� 21 S �-- -CGG �1�- �i �`� `� r�-� r �t ��
� t� � n� T� / � _ ° � �'� � � �G � E�
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billin Address
Attn: Company Name:
Address:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014
Project Info Project Address 1376 Southcenter Mall Date 8/5/2016
Compliance Tukwila, WA 98188 For Building Department Use
forms do not
require a
usesword to Applicant Name: Sergio Chin-Ley �� � �� , '
Instructional and Applicant Address: �516 Melrose Ave, Suite 200 �
calculating cells
are write- Applicant Phone: 206.938.1501
Project Description ❑ New Building ❑ Addition Q Alteration ❑ Plans Included
Lighting Compliance Path � Lighting Power Density Calculations � Total Building Performance
(If Total Building Performance then only LGT-CHK is required.)
Lighting Power Allowance O guilding Area Method Q Space-By-Space Method
Method Selection required to
enable LPA forms R E r; F��l �
Interior Lighting System CODE COMPLIANCE ��' ��' �� U� W I LA
Description I�PPROVED ��y� � � Z0�6
Au� 2 � zo�s
Briefly describe lighting n l � E�s iVt i T C E N TE R
system type and features. ' �
Additions and Change of Space Use �rAi������N
❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project
� Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable
provisions per C101.4.3
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting
controls per C405.2 and commissioning of lighting controls per C405.13.
Alterations, Renovations and Repairs (C101.4.3.1)
� 60% or more of luminaires in space replaced
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in
Proposed Wattage table. Retrofit and non-retrofit spaces shall be documented separately using multiple forms.
� Less than 60% of luminaires in space replaced
Provide a separate Space-By-Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage
within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting
wattage in the Proposed Wattage table.
� Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased
� New wiring installed to serve added fi�ures and/or fixtures relocated to new circuit
Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific
application controls (C405.2.3), and commissioning of lighting controls per C405.13
� New or moved lighting panel
Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting
controls per C405.13.
� Space is reconfigured - luminaires unchanged or moved only
Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13.
� No changes are being made to the interior lighting and space use not changed.
r ��,
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all Ri Revised Jan 2014
Project Address 1376 Southcenter Mall Date 8/5/2016
Lighting Alterations, Renovations & Building Additions For Building Department Use
0 Less than 60% � 60% or more � Stand alone � Addition
Notes:
a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be
combined with the overall existing bldg lighting to demonstrate compliance. Refer to C 101.4.3.
b. For retrofits and building additions, provide Space Types and gross interior areas in the
Maximum Allowed Lighting tab/e. If a builidng addition will comply as combined with the overall
existing builidng, include all applicable existing Space Types and gross interior areas.
c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table.
d. !f /ess than 60% of existing fi�ures will be replaced, provide total existing lighting wattage
(prior to retrofit) in the space provided in the Maximum Allowed Lighting tab/e.
Maximum Allowed Li htin Watta e
Location (plan #, owe ross n erior a s owe
room #) Space Type* Watts per ft2 Area in ft2 (watts/ft2 x area)
101,102 Dining area: Familydining area 0. 89 600 534
103,104,105,106 Sales area 1. 68 1191 2001
107-114 Food preparation 0. 99 1724 1707
115-120, 123 Storage 0. 6 3 1213 7 6 4
121,122 Restroom 0. 98 102 100
124 Corridor/transition 0. 66 105 69
Atrium•' Enter Hei ht:
Existin Li htin Enter Exist. Watts:
Retail Display Allowance from LTG-INT-DISPLAY
" Select Table C405.5.2(2) category from drop down menu.
*" For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W//t. ht.,
above 40 feet is 0.02 W/ft. ht.
Location (plan #,
room #)
ing W
�k Lights
�dant B
�dant C
Fixture Description*'*
Recessed Fluorescent
Recessed Downlight
Mounted Light Box
Area Allowed Watts
Total 4935 5175
Number of
Fixtures
15
5
8
20
40
3
2
1
�Retail Display Lighting from LTG-INT-DISPLAY
Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting
"' Include existing to remain lighting fixtures and exempt lighting equipment per notes below.
Fi�ure
13
13
13
13
34
34
40
150
Total Proposed
Proposed
195
65
104
260
1360
102
80
150
2316
Notes:
1. Include ALL proposed lighting fixtures.
2. For proposed Fixture Description, indicate fixture type, /amp type (e.g. T-8), number of /amps in the fixture, and ballast type (if inc/uded). For
track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information.
3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria
as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50,
or as app/icab/e, the wattage of current limiting devices of the transformer. For low vo/tage track /ighting /ist the transformer rated wattage.
4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank.
5. Document existing to remain fixtures in Proposed Lighting tab/e in the same manner as new fixtures. Identify as existing in fixture description.
6. !f #NA appears in Retail Disp/ay cells, information on LTG-INT-D/SPLAY is incomplete.
Interior Lighting Power A1lowance COMPLIES
j, � •
Chin-Ley/Reche Associates
3022 37'" Avenue SW
Seattle, WA 98126
206.938.1501 tel
206.935.3449 fax
Memorandum
Date: 08/04/16
To: Bill Rambo/City of Tukwila
Project: 85 Degrees Bakery and Cafe
Summary of Revisions:
R�C�IVFD
CITV O� TUKV�/!LA
Ai1G Q 5 2016
!'ERiViI ►� (;�NTER
1. Drawings have been submitted to Seattle/King County Dept of Public Health for
review and are pending approval.
2. All sheets have been stamped and signed by an architect.
3. Separate Mechanical permit will be obtained by Mechanical Engineer.
4. Egress plan is provided on sheet A1.0 revisions.
5. 2012 Washington State Nonresidential Energy Code Lighting Compliance Form is
provided. See attached.
6. The exterior wall sign is surface mounted and details will be provided by the signage
company under separate permit.
-.�RR�CT�Ofd
r R # ____` ----
`
• ��
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
July 08, 2016
SERGIO CHIN-LEY
1516 MELROSE AVE #200
SEATTLE, WA 98122
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D16-O]55
85 DEGREES BAKERY CAFE - 1350 SOUTHCENTER MALL
Dear SERGIO CHIN-LEY,
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL NOTE)
PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or ]and surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
l. All food preparation estabiishments must have Seattle/King County Department of Public Health (KCDPH)
sign-off prior to opening or doing any food processing. Arrangements for final Heal[h Department inspection shall
be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days
prior to desired inspection date. On work that requires Health Department approval, it is the contractor's
responsibility to have a set of plans approved by the agency on the job site.
Application far KCDPH permit shall be required prior to receiving a building permit however KCDPH permit shall
not hold up building permit approval. Final building inspection and approval shall occur after KCDPH has
approved their final inspections. Show application for (KCDPH).
2. Plan sheets and related documents produced by engineer and/or architect shall be stamped and signed (See
Applicable General Notes above).
3. Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled
and hardwired. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit.
4. Please provide an egress plan for this tenant that clearly identifies all unobstructed common paths of egress
leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall
have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of
egress at the floor level. Emergency lighting shall also be required at exterior landings ar exit discharge doarways
where two or more exits are required. Egress paths shall be continuous to each exit. Specified egress paths shall be
the ones to be inspected for egress illumination requirements. (IBC ]07.2.3 & Section 1006)
6300 Southcenter Boulevard Suite #100 • Tukwila Washirigton 98188 � P/2one 206-431-3670 • Fax 206-431-3665
5. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012
NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to
center of page).
6. It is not clear if the exterior wall sign ("85") is painted on or a surface mounted sign. If surface mounted, provide
details and dimensions for the exterior wall sign to include type of materials. Materials shall comply with the Type
II building construction and IBC Section Hl ] 1. Size shall comply with the requirements of TMC 1920.050.
Note: This permit plan review may not be complete as revised plans may require further corrections.
PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments.
• 1) Applicant shall submit King County Non-Residential Sewer Use Certification listing all the new plumbing
fixtures to be installed. Do not list fixtures to be replaced in kind.
Form is attached.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resobmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or bv a messeaeer service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
C �__C�\��" " —
fL
Bill Rambo
Permit Technician
File No. D16-0155
6300 Southcenter Boulevard Suite #100 • Tukwila Washi`Tgton 98188 � Phone 206-431-3670 � Fax 206-431-3665
�ER�iIT C�ORD C�� ...
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D 16-0155
DATE: 08/09/16
PROJECT NAME: 85 DEGREE BAKERY CAFE
SITE ADDRESS: 41350 SOUTHCENTER MALL
Original Plan Submittal
X Response to Conection Letter # 1
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
� �1N� �' �d' �co
Buil��ing Division � Fire Prevention � Planning Division �
�i�s 1�� B� • �4
Public Wor s Structural � Permit Coordinator �
PRELIMINARY REVIEW: DATE: Og�09/16
Not Applicable �
(rzo approval/review required)
REVIEWER'S INITIALS:
Structural Review Required �
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 09�06�16
Approved � Approved with Conditions �
Corrections Required �
(correctioiis entered in Revr'ews)
Notation:
REVIEWER'S INITIALS:
Denied �
(i.e: Zon.in.g Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PER��T COORD COPY.
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0155
DATE: 06/14/16
PROJECT NAME: 85 DEGREES BAKERY CAFE
SITE ADDRESS: .�??-ZSOUTHCENTER MALL
X Original Plan Sub�ri�tta. 1 Revision #_
Response to Correction Letter #,
DEPARTMENTS:
�pj�/ (p��j'��
Bui ing Division �
P �?W�w � � 1 � �4
� �
PRELIMINARY REVIEW:
Not Applicable �
(rro appf•oval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required �
(corrections e��tered in Reviews)
Notation:
REVIEWER'S INITIALS:
before Permit Issued
Revision # after Permit Issued
�l� A�u� �°�����
Fire Prevention �
L� wla, (� � Ic� � lc�
Planning Division �
Structural � Permit Coordinator �
DaTE: 06/16/16
Structural Review Required �
DATE:
DUE DATE: 07�14�16
Approved with Conditions ❑
Denied ❑
(ie: Zofzing Issues)
DATE:
Permrt Ce�rter Use Only
CORRECTION LETTER MAILED: � � v��
Departments issued corrections: Bldg� Fire ❑ Ping ❑ PW� Staff Initials:
12/18/2013
0
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Homc l;s��aiiol Contaict
Safety & Health
W�shington 5tate De�arkm�nt of
�abor �c I�dus��i�s
B-SQUARED CONSTRUCTION INC
Owner or tradesperson
Principals
BLAU, DAVID E, PRESIDENT
BLAU, DAVID E, AGENT
Doing business as
B-SQUARED CONSTRUCTION INC
Page 1 of 2
Se� arch L&I �����VrJ
�
A-'/.., Index Iielp My Lti[
Claims & Insurance Workplace Rights Trades & Licensing
PO BOX 46219
SEATTLE, WA 98146
206-571-2778
KING County
WA UBI No. Business type
602 710 384 Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
_........_........... _............
Meets current requirements.
License speciaities
GENERAL
License no.
BSQUACI939JE
Effective — expiration
04/05/2007— 04/05/2017
Bond
Lexon Ins Co
Bond account no.
9805184
Received by L&I
03/30/2011
Bond history
Insurance
West American Ins Co
Policy no.
BKW 55424650
Received by L&i
02/12/2016
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
Cause no.
$12,000.00
Effective date
04/04/2011
Expiration date
Until Canceled
$1,000,000.00
Effective date
03/16/2015
Expiration date
03/16/2017
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=6027103 84&LIC=B SQUACI93 9JE&SAW=
`��s � a�� ��7 s
Help us improve
9/30/2016
� _I
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL
REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND
INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH ANQ COMPLETE THE WORK SHALL BE PAID FOR BY THE
CONTRACTOR.
2. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER , INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE
WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH
STANDARDS AS ARE SPECIFIED.
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY DESIGNER/ARCHITECT OF ANY DISCREPANCIES.
CONTRACTOR IS NOT TO SCALE OFF DRAWINGS.
5. CONTRACTOR SHALL PROVIDE 16 GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS
INDICATED OTHERWISE ON THE DRAWINGS.
6. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD
OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE DESIGNER/ARCHITECT BEFORE USE.
7. EXiSTtNG WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO
MATCH ADJACENT FINISHES, SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED
TO MATCH EXISTING MATERIALS SHALL DQ SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF
INSTALLATION INSOFAR AS PRACTICAL, AND SHALL BE APPROVED BY THE DESIGNER/ARCHITECT AND OWNER PRIOR TO INSTALLATION.
8. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE
RESTORED AND REPLACED UNLESS NOTED OTHERWISE.
9. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS,
OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE
NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEtLINGS WHICH RESULT FROM INSTALLATION OF WORK, AND
REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHEQ AREAS SHALL MATCH THE MATERIALS,
FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED.
10. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR
PRODUCTS, BY REQU{RING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY
NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY
PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE
BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE
ACCEPTED.
11. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE.
12. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION
INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY
OTHERS.
13. CONTRACTOR SHALL COORDINRTE WITH OWfVER FOR APPROVAL OF LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS,
FIRE AND SMOKE DETECTION DEVICES INCLUDiNG SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC.
14. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS SHALL BE
APPROVED BY OWNER.
15. ALL FLOORS SHALL BE LEVEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY CONDITIONS THAT DO NOT MEET THIS
STANDARD.
16. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE.
17. MECHANICAL, PLUMBING & ELECTRICAL SHALL BE DESIGN BUILD UNLESS OTHERWISE REQUIRED BY LOCAL JURISDiCTION.
18_ MECHANICAL, PLUMBING & ELECTRICAL DESIGN BUILD. PROVIDE SCHEMATIC DRAWINGS TO OWNER FOR REVIEW AND WRITTEN APPROVAL.
PROVIDE OPERATIONAL AND MAINTENANCE MANUAL TO OWNER PRIOR TO CLOSE OUR OF JOB AND FINAL PAYMENT.
19. THE DESIGNER/ARCHITECT AfVD/OR THE OWNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE
DESIGNER/ARCHITECT AND/OR THE OWNER WILL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF ANY CONTRACTORS,
SUBCONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
20. CONTRACTOR SHALL PROVIDE AIR BALANCING BY AN INDEPENDENT AIR BALANCING FIRM.
21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CASEWORK, SPECIALTY WALL TREATMENTS, FLOOR PATTERNS, STONE
INSTALLATIONS AND COUNTERTOPS FOR REVIEW AND APPROVAL BY DESIGNER/ARCHITECT.
22. CONTRACTOR SHALL ACQUIRE PUBLIC WORKS APPROVAL PRIOR TO PERFORMING ANY WORK WITHIN THE CITY RIGHT-OF-WAY (SIDEWALK"
OR ROAD).
MECHANICAL AND ERIERGY NOTES
1. ELECTRICAL DESIGN AND INSTALLATION TO BE PER 2014 SEATTLE ELECTRICAL CODE. WORK TO BE UNDER SEPARATE PERMIT.
2. PLUMBING DESIGN AND INSTALLATION TO BE PER 2012 SEATTLE MECHANICAL CODE. WORK TO BE UNDER SEPARATE PERMIT.
3. HEATING DESIGN AND INSTALLATION SHALL CONFORM TO 2012 SEATTLE MECHANICAL COQE.
4. INDOOR DESIGN TEMPERATURES SHALL BE 70 DEGREES F. FOR HEATING AND 78 DEGREES F. FOR COOLING. ALL GLASS TO BE INSULATING
TYPE, THICKNESS AS DESIGNED BY MANUFACTURERS.
5. RLL OPENINGS TO BE CAULKED, WEATHERSTRIPPED, OR SEALED. TEARS AND JOINTS IN BATT INSULATION TO BE SEALED WITH TAPE.
6. HEATING AND VENTILATION SYSTEM TO BE COMPRISED OF A SUPPLY AND RETURN AIR SYSTEM. SYSTEM TO BE FORCED AIR.
LEGEND
� �,i ELEVATION
A
4 A3.0 2 INTERIOR
SHEET ELEVATION
1
3 NUMBER
2 DETAIL '°`
DETAILS
A1.2 SHEET
NUMBER
CEILING
2 SECTION
ACT �'PE
BUILDING g�'��� CEILING
A1.2 SECTIONS HEIGHT
SHEET
NUMBER
�
ABBREVIATIONS
ACT = ACOUSTICAL CEILING TILE HW = HOT WATER
AFP = ACOUSTICAL FABRIC PANEL LRV = LIGHT REFLECTANCE VALUE
AFF = ABOVE FINISHED FLOOR NIC = NOT IN CONTRACT
CW = COLD WATER PC = POWDER COAT
EX - EXPLOSION PROOF RCP = REFLECTED CEILING PLAN
CFCI = FURNISHED & INSTALLED BY CONTRACTOR TBD = TO BE DETERMINED
OFOI = FURNISHED & INSTALLED BY OWNER TYP = TYPICAL
OFCI = FURNISHED BY OWNER INSTALLED BY CONTRACTOR UNO = UNLESS NOTED OTHERWISE
FIN = DIMENSION TO FINISHED FACE OF WALL WP = WEATHER PROOF
FRP = FIBERGLASS REINFORCED PANEL +46" = INDICATES HEIGHT ABOVE FINISHED FLOOR
FS = FLOOR SINK OR ABOVE FINISHED GRADE TO TOP OF DEVICE.
GWB = GYPSUM WALL BOARD
HM = HOLLOW METAL
INDEX OF DRAWINGS
A1.0 NOTES, PROJECT INFORMATION, SITE PLAN
A1.1 PROJECT SPECIFICATIONS
A2.0 CONSTRUCTION PLAN
A2.1 FINISH PLAN
A3.0 REFLECTED CEILING PLAN
A4.0 ELEVATIONS
A4.1 INTERIOR ELEVATIONS
A4.2 STOREFRONT DETAILS ,
K-1 KITCHEN EQUIPMENT PLAN
K-2 EQUIPMENT SCHEDULE
K-3 EQUIPMENT ELECTRICAL PLAN
K-4 EQUIPMENT PLUMBING PLAN
K-5 EQUIPMENT WALL BACKING PLAN
PROJECT DESCRIPTION
STOREFRONT AND INTERIOR TENANT IMPROVEMENT FOR A RETAIL FOOD SERVICE.
CODE INFORMATIORI
BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE
IT IS INTENDED THAT THE ABOVE CODES & REGULATIONS REFER TO THE LATEST
EDITION OR REVISION IN FORCE ON THE DATE OF THESE DRAWINGS.
PROJECT & BUILDING INFORMATION
PROJECT ADDRESS: 85 DEGREES BAKERY AND CAFE
1376 SOUTHCENTER MALL
TUKWILA, WA 98188
ASSESSOR'S PARCEL NUMBER:
LEGAL DESCRIPTION:
ZONING:
TYPE OF CONSTRUCTION
PROJECT AREA:
TOTAL STORIES:
PROJECT STORY:
FIRE SPRINKLERED:
OCCUPANCY LOAD
TOTAL OCCUPANCY:
DIAGRAM SUMMARY:
BATHROOMS
ASSEMBLY {FOH)
BUSINESS
KITCHEN
STORAGE
OCCUPANCY GROUP:
NUMBER OF EXITS REQUIRED
TUC-RC
II-B �
4990 S.F.
1
1ST FLOOR
YES
49.4 ( REFER TO OCC. DIAGRAM)
N/A
26.6
8.4
10.7
3.7
B
2
CORITACT i N FORMATION
APPLICANT: CHIN-LEY/RECHE ASSOCIATES
1516 MELROSE AVENUE
SUITE 200
SEATTLE, WA 98122
CONTACT: SERGIO CHIN-LEY
TEL: 206.938.1501
FAX: 206.935.3449
= EMAIL: sergio@chinleyreche.com
TENANT: EVERGREENS
ARCHITECT/DESIGNER: CHIN-LEY/RECHE ASSOCIATES
1516 MELROSE AVENUE
SUITE 200
SEATfLE, WA 98122
CONTACT: SERGIO CHIN-LEY
TEL: 206.938.1501
FAX: 206.935.3449
EMAIL: sergio@chinleyreche.com
BATHROOM PLUMBING FIXTURES
TOTAL OCCUPANTS: 49.4
OCCUPANTS PER GENDER: 49.4/2 = 24.7
PER TABLE 29, IBC, 2012, 1 TOILET/1 LAV REQUIRED PER GENDER
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85 Degrees Bakery and Cafe
Southcenter
1376 Southcenter Mall
Tukwila, WA 98188
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PROJECT DOCUMENTS
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SPECIFI�ATIONS
CONTRACTUAL INFORMATION
EXAMINATiON OF THE SITE
THE CONTRACTOR SHOULD VISIT THE SITE ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS, AND
INCORPORATE THOSE OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. NO
ADDITIONAL COMPENSATION WILL BE APPROVED FOR CONDITIONS THAT WERE DISCLOSED BY THE
PROJECT TEAM, APPARENT TO THE GENERAL PUBLIC, AVAILABLE FOR INSPECTION DURING NORMAL
BUSINESS HOURS AND NECESSARY FOR A SUCCESSFUL BIDDER TO BE AWARE OF.
INTERPRETATION OF DOCUMENTS
INTERPRETATION OF THE DOCUMENTS SHALL BE MADE BY THE OWNER.
ALTERNATES
ALTERNATES WILL BE EXERCISED AT THE OPTION OF OWNER. GC SHALL COORDINATE RELATED WORK
AND MODIFY SURROUNQING WORK AS REQUIRED.
CONTRACTUALDOCUMENTS
SHALL BE PROVIDED BY THE OWNER.
WARRANTY
CONTRACTOR SHALL WARRANTY HIS WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL
COMPLETION. CONTRACTOR SHALL REPAIR ANY DEFECTIVE WORK IN A TIMELY MANNER, AT NO
ADDITIONAL COST TO THE OWNER
CHANGE ORDER PROCEDURES
F�LLOW THE PROCEDURES DESCRIBED IN THE OWNERS CONTRACT DOCUMENT.
PROJECT RECORD DOCUMENTS
CONTRACTOR SHAI.L MAINTAIN "AS-BUILT" RECORDS ON THE PERMIT SET HE IS REQUIRED TO KEEP ON
THE SITE. DOCUMENT ANY CHANGES REQUIRED BY FIELD CONDITIONS, SUPPLEMENTAL CHANGES
AND/OR DETAILS NOT INDICATED IN THE ORIGINAL DOCUMENTS. UPON COMPLETION OF THE PROJECT
DELIVER THIS "A5-BUILT" RECORD TO OWNER.
GENERALREQUIREMENTS
A. SUMMARY OF WORK
1. ALL WORK IS ASSOCIATED WITH CONSTRUCTION OF THIS RESTAURANT WITHIN THE EXISTING TENANT
SHELL SPACE. INSTALL NEW INTERIOR FINISHES, BUILD NEW FULL HEIGHT PARTITION WALLS, INSTALL
NEW CASEWORK AND EQUIPMENT PER PLAN. CLEAN, REPAIR, AND RESTORE ALL OF THE AREA OF
WORK,
2. CONTRACTOR SHALL PROVIDE THE FOLLOWING (UNLESS NOTED OTHERWISE IN THE CONTRACT
DOCUMENT):
a. LABOR, MATERIALS AND EQUIPMENT
b. TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY
c. OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION
OF THE WORK.
3. PAY LEGALLY REQUIRED SALES, CONSUMER, AND USE TAXES.
4. SECURE AND PAY FOR, AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, AND AS
APPLICABLE OF TIME OF RECEIPT OF BIDS:
a. PERMITS - SUB TRADE PERMITS AND INSPECTIONS - OWNER WILL APPLY FOR BUILDING PERMIT
AND WILL PAY FOR IT.
b. GOVERNMENT FEES
c. LICENSES
5. COMPLY WITH LANDLORD REGULATIONS.
6. COMPLY WITH CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL
REQUIREMENTS OF PUBLIC AUTHORITIES WHICH BEAR ON PERFORMANCE OF WORK.
7. LEGAL REQUIREMENTS: IT IS NOT CONTRACTOR'S RESPONSIBILITY TO MAKE CERTAIN THAT
QRAWINGS AND SPECIFICATI�NS COMPLY WITH CODES AND REGULATIONS.
8. ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG EMPLOYEES. DO NOT EMPLOY ON WORK: '
a. UNFIT PERSONS.
b. PERSONS NOT SKILLED IN ASSIGNED TASK.
9. PROVIDE A QUALIFIED FULL TIME, ON SITE CONSTRUCTION SUPERINTENDENT.
10. MAINTAIN ON SITE AT LEAST ONE SET OF CONSTRUCTION DOCUMENTS, INCLUDING SPECIFICATIONS,
ADDENDA, SUPPLEMENTAL INSTRUCTIONS, SHOP DRAWINGS AND OTHER SUCH INSTRUCTIONAL
INFORMATION FROM THE DESIGNER AND THE OWNER.
11. MATERIALS FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR:
NOTE: POWER AND BLOCKING REQUIREMENTS AS NOTED ON THE DRAWINGS
a. CHAIRS, TABLES, AND STOOLS
b. THEMED PARAPHERNALIA
c. AUDIO VISUAL EQUIPMENT
d. EQUIPMENT AS SCHEDULED ON THE DRAWINGS
12. WORK BY OWNER VENDORS:
NOTE: CONTRACTOR SHALL RECEIVE AND HANDLE FOR ON-SITE STORAGE ALL EQUIPMENT
FURNlSHED BY THE OWNER.
a. EQUIPMENT AS SCHEDULED ON THE DRAWINGS.
b. IDENTIFICATION SIGNAGE (POWER, BLOCKING AND FItVAL CONNECTION BY GC).
TESTING
CONTRACTOR SHALL PROVIDE AND PAY FOR REQUIRED TESTS AND INSPECTtONS FOR THE FOLLOWING:
A. ALL SPECIAL INSPECTIONS AS REQUIRED BY LOCAL BUILDING CODES.
CLEANING
A. MAINTAIN PREMISES FREE FROM ACCUMULATIONS OF WASTE, DEBRIS AND RUBBISH CAUSED BY
OPERATIONS. TRASH SHOULD BE CLEARED AT END OF EACH WORKING DAY.
B. REMOVE BOXES AND OTHER SHIPPING MATERIALS PROVIDED BY THE OWNER.
C. FINAL CLEANING SHALL BE ACCOMPLISHED TO A LEVEL THAT IS OCCUPANT READY.
TEMPORARY UTILITIES
CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY FOR WATER AND ELECTRIC
POWER DURING THE CONSTRUCTION WORKS.
TEMPORARY BARRIERS
A. GENERAL REQUIREMENTS
1. IF REQUIRED BY LANDLORD, COORDINATE WITH LANDLORD'S TENANT REPRESENTATIVE AND ABIDE BY
LANDLORD'S BARRIER REQUIREMENTS.
PORTABLE FIRE EXTINGUISHERS AND CABINETS
A. PROVIDE FIRE EXTINGUISHERS FOR EACH EXTINGUISHER CABINET AND OTHER LOCATIONS AS SHOWN ON THE
DRAWINGS. FURNISH ONLY NEW FIRE EXTINGUISHERS WHICH ARE APPROVED AND LABELED BY UNDERWRITERS
LABORATORIES.
1. FILL AND SERVICE EXTINGUISHERS IN ACCORDANCE WITH GOVERNING AUTHORITIES.
2. PROVIDE THE MANUFACTURER'S STANDARD MOUNTfNG BRACKETS FOR EXTINGUISHERS NOT LOCATED IN
CAB I NETS.
B. WATER PRESSURIZED (2A): 2-1/2 GALLON SIZE, STAINLESS STEEL CONTAINER WITH PRESSURE-INDICATING GAGE, FOR
CLASS A FIRES.
C. DRY CHEMICAL (46C): 2-1/2 POUND, ENAMELED STEEL CONTAINER WITH PRESSURE-INDICATING GAGE, FOR CLASS B
AND CLASS C FIRES.
FIRE EXTINGUISHER CABINETS
A. GENERAL: PROVIDE FIRE EXTINGUISHER CABINETS SUITABLE FOR HOUSING ONE STANDARD-SIZE FIRE
EXTINGUISHER AS SPECIFIED, AS FOLLOWS:
1. RECESSED: TRIM WITH BEVELED OR ROUNDED EDGES IN CONTACT WITH WALL SURFACE. PROVIDE
SQUARE CORNERS WITH APPROXIMATELY 1-1/4 INCH-WIDE TRIM, UNLESS OTHERWISE SHOWN.
B. METAL GAGE: PROVIDE CABINETS FABRICATED OF THE FOLLOWING MINIMUM EQUIVALENT STEEL GAGES:
2. BOX: 20 GAGE
3. TRIM FRAME: 18 GAGE
4. TUBULAR DOOR PERIMETER FRAME: 20 GAGE
C. CONSTRUCTION: ONE-PIECE TUBULAR DOOR FRAMES, MITERED AND WELDED. ONE-PIECE METAL TRIM FRAME,
TO SUIT CABINET STYLE REQUIRED. WELD ALL JOINTS AND GRIND SMOOTH PROVIDE THE MANUFACTURER'S
STANDARD STEEL BOX WITH WHITE, BAKED ENAMEL INTERIOR FINISH AND PRIMED EXTERIOR FINISH.
D. DOORS: BREAK-GLASS PANEL, DSA GLASS, WITH INSIDE LATCH AND LOCK.
E. DOOR HARDWARE: CONTINUOUS-TYPE HINGE PERMITTING DOOR TO OPEN 180 DEGREES. PROVIDE EITHER
LEVER HANDLE WITH CAM ACTION LATCH, OR DOOR PULL AND FRICTION LATCH.
OTHER GENERAL REQUIREMENTS
A. THE WORK INCLUDES:
1. ALL NECESSARY DEMOLITION, CUTTING AND PATCHING NECESSARY TO PRODUCE THE INTENDED RESULTS.
2. ALL LABOR, SERVICES AND MATERIALS NECESSARY TO PRODUCE THE tNTENDED RESULTS.
3. ALL PATCHING NECESSARY FOR STRUCTURAL, MECHANICAL AND ELECTRICAL WORK.
B. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH TRADE AND INDUSTRY STANDARDS, MANUFACTURER'S
RECOMMENDATIONS AND QUALITY CONSTRUCTION PRACTIGE.
C. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND REPORT TO THE ARCHITECT ANY DISCREPANCIES
AFFECTING THE WORK.
D. CONTRACTOR SHALL PROTECT EXISTING BUILDING AS REQUIRED, AND REPAIR ANY DAMAGE ONE AT NO COST
TO THE OWNER.
CUTTING AND PATCHING
A. ALL CUTTING AND PATCHING SHALL BE DONE TO MAINTAIN STRUCTURAL ACOUSTICAL, AND FIRE ROLLING
INTEGRITY, AND TO PROVIDE A SMOOTH FINISHED APPEARANCE WHEN COMPLETED.
B. CUTTING AND PATCHING INCLUDES:
1. PIPE ROUTING FOR FOOD SERVICE EQUIPMENT AS OUTLINED ON DRAWINGS.
2. INFILLING OPENINGS WHETHER OR NOT SPECIFICALLY DESIGNATED.
CONCRETE
CONCRETE FINISH SHALL BE SMOOTH TROWEL FINISH UNO.
MISCELLANEOUS METALS
A. MAJOR ITEMS OF METAL INCLUDE STEEL FRAMING SUPPORTS FOR COUNTERTOPS AND FRAMING AND SUPPORTS
FOR CEILINGS, BULKHEADS AND SOFFITS, AND SPECIALTY ITEMS.
B. METAL SHALL BE NEW, FREE OF RUST AND DEFECTS AND OF BEST COMMERCIAL QUALITY.
C. STEEL SHALL CONFORM TO LATEST EDITION OF ASTM, A-36, GRADE B.
D. ERECT IN ACCORDANCE WITH AISC SPECIFICATIONS.
INTERIOR FIRE-RETARDANT TREATMENT
MATERIALS SHALL BEAR UNDERWRITER LABORATORIES (UL) LABEL FR-S.
ROUGH CARPENTRY
A. INSPECTION: PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE fNSTALLED WORK OF ALL OTHER
TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY
PROPERLY COMMENCE AND BE PERFORMED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN AND ALL
PERTINENT CODES AND REGULATIONS.
B. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGNER. DO NOT PROCEED WITH
INSTALLATION UNTIL FULLY RESOLVED.
C. GENERAL: INSTALL ROUGH CARPENTRY TO PRODUCE FRAMING WHICH IS LEVEL OR PLUMB WITH JOINTS THAT
RRE TRUE, TIGHT AND WELL NAILED. ASSEMBLE ALL MEMBERS IN ACCORDANCE WITH THE APPROVED DRAWINGS
AND APPROPRIATE CODES.
D. SELECTION OF LUMBER: CAREFULLY SELECT ALL LUMBER. WHEN CUTTING LONG LENGTHS INTO SHORT PIECES,
EXERCISE CARE TO AVOID REDUCING THE GRADE. LUMBER MAY BE REJECTED BY THE ENGINEER AT ANY TIME
FOR FAULTS OR DEFECTS IN EXCESS OF THOSE DESCRIBED IN SECTION 06060 - LUMBER AND TIMBER.
FINISH CARPENTRY
A. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND
VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THE WORK OF THIS SECTION MAY PROPERLY
COMMENCE AND BE COMPLETED IN STRtCT ACCORDANCE WITH THE ORIGINAL DESIGN.
' B. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGNER FOR RESOLUTION BEFORE PROCEEDING.
C. GENERAL: ALL FINISH CARPENTRY JOINTS, SEAMS, OR FITTINGS SHALL BE TRUE, TIGHT AND WELL FASTENED.
ALL MEMBERS SHALL BE ASSEMBLED IN ACCORDANCE WITH THE APPROVED DRAWINGS.
D. JOINTING:
1. MAKE ALL JOINTS TO CONCEAL SHRINKAGE; MITER ALL EXTERIOR CORNERS; COPE ALL INTERIOR
CORNERS; MITER OR SCARF ALL END-TO-END JOINTS.
2. INSTALL ALL TRIM AND MOLDING IN PIECES AS LONG AS POSSIBLE, JOINTING ONLY OVER BACKING OR
OTHER SOLID SUPPORT. _
E. FASTENING: USE GALVANIZED FASTENERS ONLY WHEN USING WATERBORNE SALT TREATED MATERIALS.
1. INSTALL ALL ITEMS STRAIGHT, LEVEL, PLUMB, PROPERLY ORIENTED AND FIRMLY ANCHORED IN PLACE.
COORDINATE WITH ALL OTHER TRADES TO ENSURE PROPER PLACEMENT OF ALL BLOCKING AND BACKING
REQUIRED.
2. NAIL INTERIOR TRIM WITH FINISH NAILS OF THE PROPER SIZE; DRILL AS REQUIRED TO PREVENT SPLITTING.
3. NAIL EXTERIOR TRIM WITH GALVANIZED FINISH NAILS OF THE PROPER SIZE; DRILL AS REQUIRED TO
PREVENT SPLITTING. MAKE ALL JOINTS TO EXCLUDE WATER AND SET IN WATERPROOF GLUE OR IN
CAULKING COMPOUND
4. SET ALL NAILS FOR PUTTY ON EXPOSED FINISH WORK.
5. CREWS MAY BE STARTED BY DRIVING EXCEPT ON EXPOSED FINISH WORK OR WHERE SPLITTING MAY
OCCUR. PRE-DRILL SCREW HOLES ON ALL EXPOSED FINISH WORK. TURN SCREWS INTO FINAL POSITION ON
ALL WORK, USING CARE NOT TO DAMAGE THE SCREW HEAD OR DRIVING RECESS.
F. FLOORS UNDER RESILIENT COVERING: LAY THE UNDERLAYMENT IN AS LARGE SHEETS AS PRACTICABLE OVER
3/4-POUND UNSATURATED DEADENING FELT. FIT THE SHEETS TIGHT AND NAIL THEM TO THE JOISTS BELOW WITH
L HEAD-CUT FLOORING NAILS SET BELOW THE SURFACE WITH THE SPECIAL TOOL USED FOR THAT PURPOSE.
SPACE NAILS AT FOUR INCH CENTERS AROUND THE EDGES AND AT EIGHT INCH CENTERS ALONG THE
INTERMEDIATE BEARINGS. FILL THE JOINTS BETWEEN SHEETS AND NAILHEADS WITH WOOD PUTTY. AFTER THE
WOOD PUTTY HAS SET, REMOVE THE OVERWOOD AT THE JOINTS BY MACHINE SANDING TO LEAVE A SMOOTH
AND EVEN SURFACE.
G. SIDING: INSTALL WHERE INDICATED ON THE DRAWINGS, IN EVEN COURSES OF AS LONG LENGTHS AS
PRACTICABLE, WiTH JOINTS AT COURSES STAGGERED.
H. WOOD DOOR AND RELIGHT FRAMES: WOOD DOOR AND RELIGHT FRAMES SHALL BE 1-5/8 INCHES THICK, SOLID,
DOUBLE-RABBETED EXCEPT WHERE DETAILED OTHERWISE. HOUSE THE HEADS INTO JAMBS AND SET THE
JOINTS OF EXTERIOR FRAMES IN AN APPROVED SEALANT.
I. SCREENING AT VENTS: INSTALL THE ALUMINUM WIRE MESH INSECT SCREEN WITH A LAP OF AT LEAST TWO
INCHES AT ALL OPENINGS. STRETCH THE MATERIAL TAUT AND TACK IT SECURELY IN PLACE USING GALVANIZED
STAPLES.
J. INSTALL ALL OTHER ITEMS TO BE INSTALLED UNDER THIS SECTION IN STRICT ACCORDANCE WITH THE
DRAWINGS AND THE MANUFACTURERS' RECOMMENDATIONS. SET THE ITEMS TRUE, STRAIGHT, PLUMB AND
LEVEL, AND ANCHORED THEM SECURELY FOR THE INTENDEQ USE.
K. SANDPAPER ALL FINISH WOOD SURFACES TO PRODUCE A UNIFORMLY SMOOTH SURFACE. NO IMPERFECTIONS,
SUCH AS HAMMER MARKS OR COARSE GRAIN SANDPAPER MARKS, WILL BE ACCEPTED. TOUCH UP OR
REFURBISH PRE-FINISHED OR FACTORY-FINISHED SURFACES, AS NECESSARY, ACCORDING TO THE
MANUFACTURERS' RECOMMENDATIONS.
L. KEEP THE WORK AREA IN A NEAT, SAFE, ORDERLY CONDITION AT ALL TIMES, FREE FROM AN ACCUMULATION OF
SAWDUST AND DEBRIS. LEAVE THE AREA BROOM-CLEAN UPON COMPLETION.
CUSTOM CABINETS
A. ALL CUSTOM CABINETRY TO FOLLOW DESIGNER'S DESIGN INTENT DRAWINGS.
B. FABRICATE, ASSEMBLE AND FINISH ALL CABINETWORK AT THE FACTORY INSOFAR AS POSSIBLE;
CONSTRUCT UNITS IN SIZES TO PERMIT CONVENIENT AND EFFICIENT HANDLING AND INSTALLATION;
PROVIDE ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION AT THE LOCATIONS REQUIRED IN THE
PROJECT. MACHINE ALL PARTS FOR PRECISION FIT AND ASSEMBLE WITH FASTENINGS AND ADHESIVES FOR
PERMANENTLY SECURE CONSTRUCTION, REINFORCED AS REQUIRED FOR STRENGTH AND RIGIDITY.
CONSTRUCT CABINETWORK TO TRUE DIMENSIONS, SQUARE, LEVEL AND PLUMB; VERIFY ALL CRITICAL
INSTALLATION DIMENSIONS AT THE JOB SITE PRIOR TO FABRICATING ITEMS REQUIRING CLOSE TOLERANCE
INSTALLATION. MAKE ACCURATE AND TIGHT JOINTS; FORM TO CONCEAL SHRINKAGE AS FAR AS POSSIBLE;
SECURE BY GLUING AND NAILING WITH FINISH NAILS. USE SCREWS AND BOLTS IF REQUIRED FOR RIGIDITY.
C. INSTALL CABINETWORK, COUNTERTOPS AND SHELVING UNITS AS INDICATED, COMPLETE WITH ALL
HARDWARE AND ACCESSORY iTEMS; MAKE PLUMB AND LEVEL AND SECURELY ATTACH TO ADJOINING
CONSTRUCTION AS APPROVED. ADJUST HARDWARE AND FITTINGS FOR OPERATION TO THE SATISFACTION
OF THEOWNER; CLEAN ALL EXTERIOR AND INTERIOR SURFACES AND REPAIR ALL DAMAGE O FINISHES.
LEAVE THE WORK FREE FROM DEFECTS AND READY FOR USE, AS APPROVED AT THE IME OF FINAL
ACCEPTANCE.
D. REPAIR DAMAGED AND DEFECTIVE WOODWORK WHERE POSSIBLE TO ELIMINATE DEFECTS FUNCTIONALLY
AND VISUALLY; WHERE NOT POSSIBLE TO REPAIR REPLACE WOODWORK. ADJUST JOINERY FOR UNIFORM
APPEARANCE. CLEAN, LUBRICATE AND ADJUST HARDWARE. CLEAN WOODWORK ON EXPOSED AND
SEMI-EXPOSED SURFACES. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER
ACCEPTABLE TO FABRlCATOR AND tNSTALLER, WHICH ENSURES ARCHITECTURAL WOODWORK BEING
WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION.
FLUID-APPLIED WATERPROOFING
A. REFERENCE LANDLORD'S STANDARDS.
B. GENERAL COMPATABILITY: PROVIDE PRODUCTS WHICH ARE RECOMMENDED BY MANUFACTURER TO BE
FULLY COMPATIBLE WiTH INDICATED SUBSTRATES. PROVIDE ONE OR TWO-PART URETHANE-BASED
WATERPROOFING.
C. URETHANE-BASED, TWO-PART WATERPROOFING: POLYURETHANE RUBBER-BASED LIQUID MEMBRANE
MATERIAL, SELF-BONDING TO NORMAL SUBSTRATES, PACKAGED IN TWO COMPONENTS TO BE MIXED AT
TIME OF USE, COMPOUNDED SPECIFICALLY FOR APPLICATION METHOD TO BE USED [BY HAND OR SPRAY]
AND FOR SLOPE OF SUBSTRATE, NOT LESS THAN 97% SOLIDS IN UNCURED BLEND, TESTED BY
MANUFACTURER TO COMPLY WITH FOLLOWING REQUIREMENTS FOR CURED MEMBRANE:
1. TENSILE STRENGTH (MIN)40 PSI; ASTM D412ULTIMATE ELONGATION (MIN�00%; ASTM D412HARDNESS
(SHORE A) 5 TO 20; ASTM D2240LOW TEMP. BRITTLENESS-40°F (-40°C); ASTM D746
D. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING:
1. SURE-SEAL LiQUISEAL; CARLISLE TIRE & RUBBER CO.
2. GACOFLEX LM-60H; GACO WESTERN
3. THIO-DECK MEMBRANE SP; MAMECO
SEALANTS
A. ACCEPTABLE MANUFACTURS ARE PECORE OR EQUAL AND APPROVED.
B. ACRYLIC LATEX CAULK AT DOOR FRAMES AND INTERIOR TRIM SHALL BE ANSI C834; PAINTABLE TYPE.
C. PROVIDE TWO (2) YEAR GUARANTEE TO OWNER ISSUED BY GENERAL CONTRACTOR AND APPLICATOR.
D. PROVtDE PRIMERS, JOINT BACKING AND OTHER ACCESSORIES AS REQUIRED AND RECOMMENDED BY THE
MANUFACTURER.
E. PREPARE SURFACE PER SEALANT MANUFACTURER'S RECOMMENDATIONS. APPLY WITH SUFFICIENT
PRESSURE TO FILL ALL VOIDS AND FINISH JOINTS TO BE SLIGHTLY CANVEX AND WEATHER TIGHT.
F. INTERIOR SEALANT TO BE BC-158 BUTYL RUBBER SEALANT. ,
G. CAULK OR SEAL ALL JOINTS BETWEEN DISSIMILAR MATERIALS. SEAL PERIMETER OF CASEWORK AND SINKS.
H. SANITARY SEALANT TO BE SILICONE.
I. SILICONE SEALANT IN EXPANSION AND CONTROL JOINTS, COLOR TO MATCH.
WOOD DOORS
A. MATERIALS AND FABRICATION: WHEREVER FLUSH WOOD DOORS ARE SHOWN OR SCHEDULED, PROVIDE
DOOR CONSTRUCTION COMPLYING WITH REFERENCED STANDARDS AND THE REQUIREMENTS WHICH
FOLLOW.
B. FACE PANELS: FABRICATE WITH 2 OR MORE PLIES AND WITH FACE VENEER OF THE SPECIES AND CUT
SPECIFIED, PREMIUM [GOOD] GRADE (NWWDA). PROVIDE SAME MATERIAL ON BOTH FACES OF INDIVIDUAL
DOORS.
1. FACE VENEER: WHITE OAK, PLAIN SLICED, ROTARY BIRCH.
2. VENEER MATCH
3. BOOK MATCH, CENTER MATCH WITH AN EVEN NUMBER OF PIECES OF VENEER ACROSS DOOR FACE
AND WITH A JOINT OCCURRING ON THE CENTERLINE OF THE DOOR WITH THE SAME FIGURE AND
GRAIN ON EACH SIDE OF THE CENTERLINE.
C. EXPOSED EDGES: QOOR MANUFACTURER'S STANDARD CLOSE-GRAIN HARDWOOD, FOR PAINT FINISH.
D. SOLID HARD WOOD OF SAME SPECIES AS FACE VENEERS.
E. MANUFACTURERS: PROVIDE DOORS AS MANUFACTURED BY CAL-WOOD (SANTA-ROSA, CALIF.), EGGERS,
PAINE LUMBER CO., ALGOMA HARDWOODS, WEYERHAEUSER, OR VANCOUVER DOOR CO.
F. FOR ALL WOOD DOOR REQUIREMENTS SEE POS MASTER SPECIFICATION DIVISION 8 SECTION 08210.
HARDWARE
A. SUPPLIER: FINISH HARDWARE SHALL BE SUPPLIED BY A RECOGNIZED BUILDERS' HARDWARE SUPPLIER
WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FOR A PERIOD OF NOT LESS
D B T R OF THE EXIT DEVICES
AN O YEARS. THEY SHALL BE A FACTORY AUTHORIZED ISTRI U O
TH TW ,
LOCKSETS, AND DOOR CLOSERS. THE SUPPLIER'S ORGANIZATION SHALL INCLUDE A MEMBER OF THE
AMERICAN SOCIETY OF ARCHITECTURAL HARDWARE CONSULTANTS WHO IS AVAILABLE AT ALL
REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET WITH THE PORT OF SEATTLE OR
CONTRACTOR FOR PROJECT HARDWARE CONSULTATION.
B. INSTALLER: FINISH HARDWARE SHALL BE INSTALLED ONLY BY EXPERIENCED TRADESMEN IN COMPLIANCE
WITH TRADE UNION JURISDICTIONS, EITHER AT THE DOOR AND FRAME FABRICATION PLANT OR AT THE
PROJECT SITE.
C. CODES:
1. ALL FINISH HARDWARE SHALL COMPLY WITH APPLICABLE LOCAL AND/OR STATE CURRENT BUILDING
CODES.
2. HARDWARE FOR FIRE-RATED OPENINGS SHALL ALSO BE IN COMPLIANCE WITH ALL FIRE BUILDING
CODES APPLICABLE TO THE DISTRICT IN WHICH THE BUILDING IS LOCATED. PROVIDE ONLY
HARDWARE WHICH HAS BEEN TESTED AND LISTED BY "UL" FOR THE TYPES AND SIZES OF DOORS
REQUIRED, AND WHICH COMPLIES WITH THE REQUIREMENTS OF THE DOOR AND DOOR FRAME
LABELS.
PAINTS AND COATINGS
D. UNLESS OTHERWISE SPECIFIED, FURNISH PAINT, VARNISH, STAIN, ENAMEL, LACQUER, FILLERS AND
RELATED PRODUCTS FOR PRIME AND INTERMEDIATE AND FINISH COATS, OF A TYPE BRAND AND
MANUFACTURE LISTED IN MASTER PAINTER'S INSTITUTE MANUAL, LATEST EDITION, FACTORY-LABELED FOR
POSITIVE IDENTIFICATION. MATERIALS NOT SPECIFICALLY NOTED IN THE MASTER PAINTER'S INSTITUTE,
AND REQUIRED FOR THE WORK SUCH AS LfNSEED OIL, SHELLAC, THINNERS OR OTHER MATERIALS
REQUIRED FOR THE WORK, SHALL BE OF QUALITY NOT LESS THAN REQUIRED BY APPLICABLE PUBLISHED
FEDERAL OR STATE SPECIFICATION STANDARDS, AND AS MANUFACTURED BY APPROVED FIRMS.
E. MATERIALS SELECTED FOR COATING SYSTEMS FOR EACH TYPE OF SURFACE SHALL BE THE PRODUCT OF A
SINGLE MANUFACTURER.
F. ALL PAINT MATERIALS SHALL BE THE RESPECTIVE EQUIVALENT, IN THE OPINION OF THE DESIGNER, TO THE
SEVERAL TYPES OF MATERIALS SPECtFIED. DELIVER ALL MATERIALS TO THE JOB SITE IN THE ORIGINAL,
UNBROKEN CONTAINERS, BEARING THE MANUFACTURERS' LABELS INDICATING THE CONTENTS AND
DIRECTIONS FOR USE, STORAGE AND HANDLING.
G. MATERIALS NOT SPECIFICALLY NOTED BUT REQUIRED FOR THE WORK, SUCH AS LINSEED OIL, SHELLAC,
THINNERS, OR OTHER MATERIALS, SHALL BE THE PRODUCT OF THE APPROVED PAINT MANUFACTURER.
H. THERE SHALL BE NO SUBSTITUTION OF THE PAINT MANUFACTURER, TYPE, COLOR OR FINISH SPECIFIED IN
THE FtNISH LEGEND WITHOUT THE EXPRESSED CONSENT OF� THE DESIGNER.
FIBERGLASS REINFORCED PANEL
A. PROVIDE AND INSTALL FRP PANELS AS SPECIFIED IN THE FINISH LEGEND AND FINISH SCHEDULE USING
MANUFACTURER'S RECCOMMENDED ADHESIVE TO ALL SKULLERY AND STORAGE AREAS AS REQUIRED
BY THE HEALTH DEPARTMENT.
B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS WITH SPECIFIED 6" COVED BASE AND SILICONE
SEALANT.
C. PROVIDE 1 Y2" HEAVY DUTY CORNER GUARDS AT ALL OUTSIDE CORNERS.
WALL GUARDS
A. GUARDS SHALL BE MANUFACTURED FROM HIGH-IMPACT VINYUACRYLIC MATERIAL WITH MATTE FINISH
PEBBLE GRAIN SURFACE, COLOR INDICATED, OR IF NOT INDICATED, AS SELECTED BY DESIGNER. COLOR
SHALL BE INTEGRAL THROUGHOUT DEPTH OF MATERIAL. FLAME SPREAD SHALL BE LIMITED TO 25, IN
ACCORDANCE WITH ASTM E84. GUARDS SHALL BE EQUIPPED WITH EXTRUDED ALUMINUM RETAINER, AND
MANUFACTURER'S STANDARD ANCHORAGES FOR TYPE OF GUARD AND SUBSTRATE CONSTRUCTION.
B. IF WALL GUARDS ARE TO LOCATED ON WALLS IN PUBLIC AREAS OR VISIBLE BY THE PUBLIC, CONSULT
THE ARCHITECT FOR THE MAKE, MADEL, MATERIAL AND FINISH.
GYPSUM BOARD & ACCESSORY MATERIALS
A. GYPSUM BOARD SHALL CONTAIN RECYCLED MATERIAL: PAPER COVER, 100%; GYPSUM CORE, 10%
MINIMUM CONTENT RECYCLED GYPSUM.
B. INTERIOR GYPSUM PANELS: ASTM A36. SHALL BE TAPERED EQGE FOR FINISHED SURFACES AND BUTi'
EDGE FOR CONCEALED SURFACES; [REGULAR] [TYPE X FIRE-RRTED] [COREBOARD] [FOILBACK
INSULATING] [VINYL-COVERED]. MATERIALS SHALL BE THE PRODUCT OF DOMTAR GYPSUM, JAMES
HARDIE GYPSUM, U.S. GYPSUM, OR APPROVED EQUAL.
C. EXTERIOR GYPSUM PANELS: ASTM C79. WALL OR SOFFIT PANELS SHALL HAVE SPECIAL CORE AND
COVERING [T AND G] [SQUARE] EDGES, [PLAIN] [IMPREGNATED] CORE.
D. SOUND-DEADENING BOARD: ACOUSTICAL PANELS SHALL BE [TYPE X], OR APPROVED EQUAL.
E. MOISTURE-RESISTANT GYPSUM BOARD: ASTM C630, STANDARD TYPE, [TYPE X FIRE-RATED],
WATER-RESISTANT GYPSUM BOARD SHALL BE USED IN SHOWER AND BATHROOMS AND OTHER AREAS
OF HIGH HUMIDITY.
F. GYPSUM SHEATHING: COMPLY WITH ASTM C79, MOISTURE RESISTANT TYPE. NOMINAL SIZE: STANDARD
WIDTH AND LENGTH, TONGUE AND GROOVE EDGES, ENDS SQUARE CUT.. THICKNESS, 1/2-INCH UNLESS
OTHERWISE INDICATED. GYPSUM SHEATHING SHALL CONTAIN RECYCLED MATERIAL. PAPER COVER;
100%, GYPSUM CORE; 10% MINIMUM CONTENT RECYCLED GYPSUM.
G. MANUFACTURERS: DOMTAR GYPSUM, JAMES HARDIE GYPSUM, U.S. GYPSUM OR APPROVED EQUAL.
H. THICKNESSES: AS INDICATED ON THE DRAWINGS FOR EACH APPLICATION.
I. FASTENERS: ALL FASTENERS SHALL BE GALVANIZED [METAL SCREWS SPECIALLY DESIGNED FOR
APPLICATION OF GYPSUM PANELS TO METAL STUDS] [(5D) (6D) GYPSUM WALLBOARD "COOLER" NAILS]
[NO. 6 DRYWALL SCREWS WITH SELF-DIMPLING HEAD].
J. CORNERBEAD, STOPS AND TRIM: ALL ACCESSORIES SHALL BE GALVANIZED METAL OR PLASTIC AS
RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER.
K. JOINT SYSTEM: THE JOINT SYSTEM, INCLUDING TAPE REINFORCEMENT AND COMPOUND, SHALL BE AS
RECOMMENDED BY THE MANUFACTURER.
L. ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER
INSTALLATION OF GYPSUM WALLBOARD, SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO
THE APPROVAL OF THE DESIGN PROFESSIONAL.
GYPSUM BASE FOR VENEER PLASTER
A. GYPSUM BASE FOR VENEER PLASTER: PROVIDE GYPSUM BASE SHEETS COMPLYING WITH ASTM C588,
MANUFACTURER'S STANDARD SHEET SIZE, OF THE TYPE AND THICKNESS INDICATED ON THE
DRAWINGS.
B. ACCESSORIES FOR GYPSUM BASE SHEETS: PROVIDE FASTENERS AND OTHER SUPPORT ACCESSORIES
FOR THE TYPE AND SIZES RECOMMENDED BY THE BASE SHEET MANUFACTURER FOR THE APPLICATION
SHOWN.
CERAMIC TILE
A. FLOOR TILES SHALL BE CERAMIC, MOSAIC FLOOR TILE, NOT LESS THAN 1/4-INCH THICK, OF UNGLAZED,
[DUST-PRESSED] [WET PRESSED] [EXTRUDED], WITH CUSHION EDGES.
B. B. FLOOR TILES SHALL BE OF STANDARD GRADE CONFORMING TO ASTM C499, [SIZE] AND [COLOR].
, C. THE FOLLOWING PRODUCT IS AN APPROVED SUBSTITUTE WITH RECYCLED CONTENT INSTEAD OF THE
STANDARD CERAMIC TILE FOR USE IN BOTH FLOOR AND WAINSCOT APPLICATIONS.
RESILIENT WALL BASE
A. ASTM F1861, TYPE TP, RUBBER BASE, FOUR INCH HIGH, TOP-SET, 1/8-INCH THICKNESS, WITH MOLDED
CORNERS, AS MANUFACTURED BY BURKE, ROPPE, MERCER, OR APPROVED EQUAL. COLOR SHALL BE AS
SELECTED BY THE DESIGNER.
B. PROVIDE 6" BASE UNO.
C. INSTALL ALL MATERIALS AFTER THE CONGRETE IS COMPLETELY DRY, IN STRICT ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATION; INSTALL WALL BASE BY CEMENTING DIRECTLY TO
SUBSTRATE.
O D ON OF SUBSTRATES PRIOR TO INSTALLATION•
D. CONDITION OF SURFACES: VERIFY THE C N ITI
INSTALLATION OF WALL BASE WILL BE CONSTRUED AS ACCEPTANCE OF ALL CONDITIONS OF THE
INSTALLATION, INCLUDING TEMPERATURES, MOISTURE CONTENT, CLEANLINESS AND GENERAL
CONDITION OF THE SUBSTRATE. SHOULD SURFACES BE DEEMED UNACCEPTABLE FOR THE
INSTALLATION OF WALL BASE, NOTIFY AND AWAIT THE DIRECTION OF THE DESIGNER.
E. INSTALLATION OF BASE: LAY OUT BASE MATERIAL AND CUT TO LENGTHS, CAREFULLY MATCH EDGES AT
ALL SEAMS, OR DOUBLE-CUT ADJOINING LENGTHS. ARRANGE THE JOINTS SO AS TO BE PRACTICALLY
INVISIBLE. ADHERE BASE MATERIALS SECURELY TO THE SUBSTRATE, LAYING THE MATERIAL IN
STRAIGHT LINES WITH TOP EDGES LEVEL AND TRUE. FORM INTERNAL AND EXTERNAL CORNERS.
F. AFTER THE BASE HAS SET SUFFICIENTLY, WASH WITH NEUTRAL CLEANER; APPLY TWO COATS OF
NON-SLIP WAX, TYPE AS RECOMMENDED BY THE BASE MATERIALS MANUFACTURER. BUFF TO A
SMOOTH, DULL-GLOSS FINISH. LEAVE SURFACES CLEAN AND SMOOTH, FREE FROM WAVES, BUCKLES,
CRACKS, PROJECTING EDGES AND OTHER DEFECTS.
WALL COVERING
A. REFER TO FINISH SCHEDULE BY DESIGNER FOR FABRIC WALL COVERING TYPE, COLOR, TEXTURE, AND
PATTERN.
B. ALL MATERIAL SHALL CONFORM TO APPLICABLE CODES WITH REGARD TO FLAME SPREAD.
CONTRACTOR SHALL SUBMIT SAMPLE OF MATERIAL AND CERTIFICATION FROM INDEPENDENT TESTING
LAB.
C. LINING PAPER
1. INSTALL GENERALLY UNDER SHIKI, CORK, BURLAP, GRASS CLOTH, FOIL, FLOCK ON FOIL, OR
WHERE EXISTING CONDITIONS REQUIRE LINING PAPER AS RECOMMENDED BY WALL COVERING
MANUFACTURER.
D. PRIMER AND ADHESIVE
1. PRIMER AND ADHESIVE SHALL BE OF A TYPE RECOMMENDED BY THE WALL COVERING
MANUFACTURER AND SHALL CONTAIN A NON-MERCURY BASED MILDEWCIDE. ADHESIVE SHALL BE
STRIPPABLE TYPE. ADHESIVE TO INSTALL CAP SHALL BE OF A TYPE RECOMMENDED BY THE
MANUFACTURER OF THE WAINSCOT CAP.
E. CONDITION OF SURFACES
1. NOTIFY THE DESIGNER IN WRITING OF ALL CONDITIONS INCLUDING, BUT NOT LIMITED TO, CRACKS,
VOIDS, RIDGES, OILS, GREASE, MOISTURE, POROSITY, INDELIBLE AND WATER SOLUBLE CRAYON,
BALL OR FELT TIP PEN MARKED, AND FOREIGN MATERIALS AND SUBSTANCES WHICH WILL
PREVENT SATISFACTORY FINISHED WORK; DO NO WORK UNTIL SAID CONDITIONS HAVE BEEN
CORRECTED.
2. DO NOT START WORK UNTIL OTHER WORK REQUIRING PENETRATION OF WALL COVERING HAS
BEEN COMPLETED.
Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
,. .
project title:
85 Degrees Bakery and Cafe
Southcenter
1376 Southcenter Mall
Tukwila, WA 98188
R�v���D FOR
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AUG292016
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BUILD�t�G DIVtSION
dote: description:
05.02.16 progress
06.13.16 permit
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2356 REGISTERED
� ARCHITECT
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JOHN P. SERKLAND
, STATE OF WASHINGTON I
dote:
June 13, 2016
raw�ng � e
PR���j S��IFICATIONS
UiT1° GF TUKWIL�i
Al� i � 5 Zni�
�ERflrfT CENTER
num er
�ONSTRU�TION PLAN KEY R10TES DOOR SCHEDULE
1O STOREFRONT BY TT PER DISCUSSION DOOR FRAME
O2 TABLES AND CHAIRS NO DESCRIPTION SIZE RATING HARDWARE NOTES
TYPE MATL FINISH MAT'L FINISH GROUP
O3 ADA SEATING � DOUBLE EXTERIOR 6'-0" X 10'-0" (VERIFY) D WD CLEAR MTL PT 5 1, 2, 3
O LINE/FLOW CONTROL CASEWORK 2 SINGLE EXTERIOR 3'-0" X 7'-0" C WD PT MTL PT 4 1, 2, 3
�5 BAR HEIGHT CASEWORK 3 STORAGE 3'-0" X 7'-0" B WD CLEAR MTL PT 2 1, 2, 3
O6 CUSTOM CASEWORK 4 BATHROOM 3'-0" X 7'-0" B WD CLEAR MTL PT 1 1, 2, 3
07 EXISTING STRUCTURAL ELEMENT, PROTECT DURING CONSTRUCTION 5 SKULLERY DOOR 3'-0" X 7'-0" A ALUM PT MTL PT 5 1, 2, 3
08 WALL CLADDING OVER EXISTING WALL FINISH - REFER TO ELEVATIONS 6 REAR DOOR 4'-0" X 7'-0" A STEEL PT MTL PT 4 1, 2, 3
09 EXISTiNG EXTERIOR WALL FINISH
10 INTERIOR VIEW/PASSTHROUGH WINDOW - REFER TOELEVATIONS
11 EQUIPMENT, REFER TO K DRAWINGS. SHROUD POS PER LANDLORD.
12 EXTENT OF EXTERIOR PATIO SEATING, REFER TO SHELUCORE DWGS.
13 ALL WALLS AT WET/KITCHEN AREAS TO BE WATERPROOFED UP TO 12" AFF
14 TT RESPONSIBILITY TO SURVEY FIELD CONDITIONS AND VERIFY DIMENSIONS.
15 MARSH GAS VENT TO BE RELOCATED HERE - CONCEAL WITHIN ENTRANCE
PORTAL. TT TO MARK LOCATION IN FIELD.
16 ROUND 1 SEWER LINE TO BE RELOCATED - TT TO MARK LOCATION OF (N) SEWER
LOCATION.
CONSTRUCTION PLAN GENERAL NOTES
1. ALL NEW FLOOR, CEILING AND PARTITION FRAMING MUST BE MADE OF
INCOMBUSTIBLE MATERIALS. WOOD INSIDE PARTITIONS (ASIDE FROM SMALL
BLOCKING), RAISED FLOORS, CEILINGS & SOFFITS (INCLUDING ALL PLYWOOD AND
WOOD FRAMING AROUND DOOR BUCKS) MUST HAVE A MINIMUM ONE-HOUR FIRE
RATING AND A FIRE RATED STAMP.
2. WHEREVER DEMISING WALLS, WET WALL OR FIRE RATED SHAFTS ARE OPENED
DURING CONSTRUCTION, THEY MUST BE PATCHED WITH MATERIALS MATCHING THE
FIRE RATING OF THE BUILDING'S ORIGINAL CONSTRUCTION.
3. KITCHEN EQUIPMENT BY KITCHEN VENDOR - SHOWN ON A-DRAWINGS FOR
REFERENCE ONLY. SEE K-SHEETS FOR CONSTRUCTION DETAILS; COORDINATE ALL
CASEWORK AND SUB-CONTRACTOR TRADES W/ KITCHEN PLANS.
CONSTRUCTI4N LEGEND �Separate IUlechanical Permit shali
� EXISTING DEMISING WALL CONSTRUCTION TO REMAIN � be required for: Coolers, free�ers,
� NEW PARTITION CONSTRUCTION - FULL HEIGHT y�a����n coolers and freezers, I.e.
assembied and hardwired.
O DOOR / WINDOW TAG - SEE SCHEDULES �Self-contained ��piuqin" COO�@rS
or freezers (appliance tvpe) shalt
not require a mechanical permit.
WALL TYPES
FRAMiNG & GWB SHEATHING, REFER TO INTERIOR ELEVATIONS FOR FINAL FINISHES
3 3/4" 20 GAUGE METAL STUD W/ PARTIAL HEIGHT WALL: 3 3/�"
q 5/8" TYPE 'X' WATER RESISTANT B 20 GAUGE METAL STUD W/ 5/8" '
O GWB OR BACKER BOARD ON TYPE 'X' WATER RESISTANT �-
O
BOTH SIDES TO STRUCTURE GWB ON BOTH SIDES (SEE
(REFER TO ELEVATIONS FOR ELEVATIONS FOR HEIGHT AND
APPEARANCE APPEARANCE CLADDING)
CLADDING/FINISH)
OEXISTING DEMISING WALL - 3 3/4" 20 GAUGE METAL STUD W/
C MAINTAIN ALL LANDLORD AND OD 5/8" TYPE 'X' WATER RESISTANT
CODE REQUIREMENTS; PATCH GWB ON ONE SIDE, ALIGN WITH
AND REPAIR AS NECESSARY ADJACENT EXISTING WALL
FINISHES
O
s-
OFURR OUT EXISTING STEEL
COLUMN WITH 20 GAUGE METAL
STUD; REFER TO ELEVATIONS
AND PLAN FOR CLADDING
MATERIAL RND FINAL FINISH
DIMENSIONS
# 10 SHEET METAL SGREW @ 12" O.C. TYP. TO
STRUCTURE ONLY (NOT TO DECK)
DEEP LEG SLIP GHANNEL TRACK
3/4" GAP
ATTACH STUDS TO CHANNEL
TRACK SLOTS W/ TYPE S PAN
HEAD SCREWS AT EACH STUD
ATTACH GWB TO STUD ONLY -
DO NOT ATTACH TO TRACK
METAL STUD FRAMING
GWB OR FINISH MATERIAL PER PLAN
GWB OR FINISH MATERIAL PER PLAN
ACOUSTICAL INSULATION WHERE
INDICATED ON PLANS
BASE PER PLAN
RAMSET SHOT PINS @ 12" O.C. (1.125"
DEEP PENETRATION, MIN. SHANK
DIAMETER TO BE 0.140), TYP.
25 GAUGE UNPUNCHED CONTINUOUS TRACK
FINISH FLOOR
TYPICAL WALL DETAILS
SCALE: 1-1/2" = 1'
13
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HARDVI/ARE GROUPS DOOR NOTES
GROUP 1: PUSH PLATES: EMTEK, BRUSHED NICKEL FINISH 1. PROVIDE ALL NECESSARY HARDWARE INCLUDING BUTT HINGES, CLOSURE AND STOPS;
KICK PLATE: BRUSHED NICKEL FINISH PROVIDE DOOR MOUNTED STOPS AT WORKROOM 8� SERVICE DOORS. ALL HARDWARE TO
GROUP 2: LOCKSET: MEET A.D.A STANDARDS
KICK PLATE: BRUSHED NICKEL FINISH
GROUP 3: PASSAGE SET 2. CONTRACTOR TO VERIFY ALL DOOR SWINGS IN ORDER TO ENSURE ALL DOOR HARDWARE
KICK PLATE: BRUSHED NICKEL FINISH IS ORDERED CORRECTLY "HANDED"
GROUP 4: PANIC HARDWARE PUSHBAR, ALARM
GROUP 5: BY STORE FRONT MANUFACTURER 3. Yz" MAX. THRESHOLD
DOOR TYPE D
DOOR TYPES '"°
i �.
DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE E
MTL WD WD ALUM
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� � � � � � 11 \ _!u
11
SCULLERY
113
WALK IN COOLER
118
7
RSV
11
TI
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DRINK PREP 11
110
MANAGER
112
13i�1�
RSV
1
7
15
SALES
103
T-I
11 TYP.
6
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SERVICE
106
;�
SS
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108
11
�
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BREAD W/IFREEZER
119
7
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SCALE: 1/4" = 1'-0"
MAT
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109
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STO RAG E
116
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
85 Degrees Bakery and Cafe
Southcenter
1376 Southcenter Mail
Tukwila, WA 98188
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date: description:
05.02.16 progress
06.13.16 permit
a
2356 REGISTERED
� ARCHITECT
����ha��t�.
HN P. SERKLAND
, STATE OF WASHINGTON I
date:
t�2� ��16
araw�ng t�tie
CONSTRUCTION PLAN
^CCrIV`D
�i"i"'� Gi TUnWiLA
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r,ChiNiIT CENTER
num er
A6.. ■ �
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FINISH PLAN KEY NOTES
1O FRP ON ALL KITCHEN BACK OF HOUSE WALLS
FINISH LEGEND
CODE DESCRIPTION MANUFACTURER & MODEL NO. , SPECIFICATION COLOR FINISH/SIZE LOCATION NOTES
CNC POLISHED CONCRETE TBD / CUSTOM / MATCH TO SAMPLE GREY (MATCH) MATTE / SEALED DINING MATCH DESIGNER SAMPLE
FB1 FABRIC/UPHOLSTERY TBD TBD — DINING
FRP FIBERGLASS REINFORCED PANEL MARLITE / P-100 WHITE GLOSS / 4' X 10' FOOD PREP SMOOTH, CLEANABLE
MAT WALK-OFF MAT TBD TBD -- DINING
RSV RESILIENT SHEET VINYL TBD TBD -- FOOD PREP COVE UP 6" AT WALLS
SS STAINLESS STEEL -- -- FOOD PREP
SF1 SOLID SURFACE TBD TBD
ST-1 STONE SURFACE TBD
T-1 FLOOR TILE TBD 24X24 PER ELEVATIONS SMOOTH, GLEANABLE
T-2 FLOOR TILE TBD PER ELEVATIONS SMOOTH, CLEANABLE
T-3 WALL TILE TBD -- SMOOTH, CLEANABLE
T-4 WALL TILE TBD -- -- PER ELEVATIONS SMOOTH, CLEANABLE
WD1 WOOD CLADDING TBD / CUSTOM STAIN & CLEARCOAT 3/4" DINING
N/D2 WOOD CLADDING TBD / CUSTOM STAIN 8� CLEARCOAT 3/4" DINING
WD3 BUTCHER BLOCK TBD / CUSTOM CLEARCOAT CUSTOM, VARIES DINING
WD4 PAINT GRADE WOOD TRIM TBD / CUSTOM WOOD TRIM TBD HIGH GLOSS DINING
1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASEWORK PRIOR TO CASWORK CONSTRUCTION
2. CONTRACTOR SHALL SUBMIT SAMPLES AND DESCRIPTIONS FOR APPROVAL PRIDR TO PURCHASE
FINISH PLAN �
N
SCALE: 1/4" = 1'
Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
85 Degrees Bakery and Cafe
Southcenter
1376 Southcenter Mall
Tukwila, WA 98188
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05.02.16
06.13.16
description:
progress
permit
2356 REGISTERED
� ARCHITECT
� �J2h:sR/l.CUI'LGL
JOHN P. SERKLAND
, STATE OF WASHINGTON I
dote:
IV�a}e2��C�i'16
rawing i e
CQ���l��I�N PLAN
CE3Y 0�= TUKt�'VlL��
All� 0 5 201�
�'�RlU11T CENTER
num er
REFLECTED CEILING GENERAL NOTES
1. FIRE SPRINKLER SHUT DOWN, DRAIN AND FIRE WATCH REQUIRED DURING ALL
SCOPE OCCURRING AT, IN AND ABOVE CEILING AREAS. FS SHUT DOWN PROCESS TO
BE ENGAGED UNTIL ALL FIRE SPRINKLER LINES AND HEADS ARE PERMANENTLY
INSTALLED AND AFFIXED.
2. ACT SPECIFICATION TO BE TO COMMERCIAL KITCHEN-GRADE, VINYL, WHITE,
SMOOTH AND CLEANABLE.
3. FIRE ALARM TO BE WITH WHITE TRIMS.
4. FIXTURES WITH SYMBOL """ " DENOTES EMERGENCY AND PATHWAY LIGHTING
REFLE�TED CEILING PLA�1 KEY NOTES
O1 EXISTING STOREFRONT HEADER WALL
O2 PROTECT EXISTING DEMISING WALL, TYP.
O3 RECESSED TROUGH FOR TRACK LIGHTING.
12 GA. SPLAY WIRES WITH
MINfMUM 4 TIGHT TURNS IN
1 1/2" BOTH ENDS OF
WIRE-TYP.
12 GA. VERTICAL HANGER WIRE @
4'-0" EACH WAY WITH MINIMUM 3
A TIGHT TURNS WITHIN 3" BOTH
ENDS OF WIRE
— SEISMIC COMPRESSION
STRUT TO BE 12'-0" O.C.
� AND TO BEGIN NO
FARTHER THAN 6'-0" FROM
THE WALLS.
TYP.
CROSS RUNNER
MAIN RUNNER
DISTANCE FROM BRADING
WIRES TO RUNNERS
NOTE:
LATERAL BRACING IS NOT
REQUIRED FOR PLENUMS LESS
THAN 12" TO STRUCTURE OR
CEILINGS LESS THAN 1,000 S.F.
PROVIDED THEY ARE
SURROUNDED BY FOUR WALLS
RND BRACED TO STRUCTURE.
COMPRESSION STRUT SCHEDULE
EMT CONDUIT
Y2' EMT CONDUIT UP TO 6'-0"
3/q � EMT CONDUIT UP TO 8'-6"
1" EMT CONDUIT UP TO 10'-0"
EMT CONDUIT
1 5/8' METAL STUD (25 GA) UP TO 6'-2"
2-1/2" METAL STUD (25 GA) UP TO 10'-6"
NOTE: PLENUM AREAS GREATER THAN 11'-0" WILL REQUIRE ENGINEERING
CALCULATIONS.
� TYP. ACT SEISMIC BRACING
SCALE: 1-1/2" = 1'-0"
c�iiv
SHOT IN ANCHOR
CEILING CLIP
12 GA. HANGER WIRE @ 4' O.C. ALL WIRES TO
BE THREE TIGHT TURNS AROUND ITSELF
WITHIN 3 INCHES.
1 2' CARRYING CHANNEL
@ 4'-0" O.C.
ACOUSTICAL TILE CEILING
WALL MOLDING (PERIMETER CLOSURE ANGLE)
TO BE 2" MIN. HORIZ. WIDE FLANGE. THE
CEILING GRID TO BE ATTACHED TO THE WALL
MOLDING AT TWO ADJACENT WALLS AND
SHALL HAVE A 3/4' CLEARANCE AT
UN-ATTACHED WALLS AND BE FREE TO SLIDE.
2 TYP. ACT SEISMIC BRACING
SCALE: 3" = 1'-0"
$' MAX
LIGHTI�IG FIXTURE SCHEDULE
CODE DESCRIPTION VENDOR OR MANUFACTURER & MODEL FINISH BULB LAMPS TOTAL WATTS NOTES
�� LINEAR LED TRACK LIGHTING JUNO / TRAC MASTER / AVANT GARDE / ARC 13W LED / T271 L27HCNBL WHITE 3000K LED 13W 195
A
Q B PENDANT TBD GREEN 3000K LED 13W 65
-� C PENDANT TBD GREEN 3000K LED 13W 104
� p RECESSED DOWNLIGHT TBD WHITE 3000K LED 13W 260
� E 2X4 FLUORESCENT RECESSED TBD WHITE FLUORESCENT 34W 1360
� E1 ZXZ FLUORESCENT RECESSED TBD WHITE FLUORESCENT 34W 102
E� F ILLUMINATED EXIT SIGN AND BACKUP TBD WHITE FLUORESCENT — --
� G SCONCE TBD WHITE 3000K LED 40W 80
� H SURFACE MOUNTED LIGHT BOX TBD WHITE FLUORESCENT 150W 150
TOTAL WATTS SPECIFIED = 2316
N REFLECTED CEILING PLAN
SCALE: 1/4" = 1'
Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
85 Degrees Bakery and Cafe
Southcenter
1376 Southcenter Mall
Tukwila, WA 98188
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2356 REGISTERED
� ARCHITECT
.�in .�Jt�c.ACKMt,Q.
JOHN P.SERKLAND
, STATE OF WASHINGTON I
dote:
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REFYLF�-�T;ER,��EaLING PLAN
Cl�TY O(= T'UK�NIL�-�
AUu Q 5 201�i
?E�lVi(T CENTFR
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EXTERIOR SOUTH ELEVATION CLADDING CLADDING CLADDING CLADDING DOOR BRICK
1 SCALE: �/a" = 1'-0" FACADE
2 EXTERIOR WEST ELEVATION
SCALE: Ya" = 1'-0"
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
85 Degrees Bakery and Cafe
Southcenter
1376 Southcenter Mall
Tukwila, WA 98188
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date:
05.02.16
06.13.16
08.05.16
description:
progress
permit
permit rev. 0
2356 REGISTERED
� ARCHITECT
• XJ.th���LQlTLL�.
JOHN P. SERKLAND
, STATE OF WASHINGTON I
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�'�Rf�IT CENTER
number
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36" S.S.
GRAB BAR
ELEVATION
SCALE: Ya" = 1'-0"
0
��
CUSTOM MIRROR
GOOSENECK FAUCET
AND LEVER HANDLES
�NSVu-��� urwi�v
PIPE AND AND HOT
WATER LINE; TYP.
CUSTOM MIRROR
GOOSENECK FAUCET
AND LEVER HANDLES
IIVJVL/'11 C v�AIN
PIPE AND AND HOT
WATER LINE; TYP.
ELEVATION
SCALE: Ya" = 1'-0"
42" S.S.
GRAB BAR
3 ELEVATION
SCALE: Ya" = 1'-0"
42" S.S.
�RAB BAR
36" S.S.
WB BAR
��i
ELEVATION
SCALE: Ya" = 1'-0"
PAPER
TOWEL
DISPENSER
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DISPENSER
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
85 Degrees Bakery and Cafe
Southcenter
1376 Southcenter Mall
Tukwila, WA 98188
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06.13.16 permit
2356 REGISTERED
� ARCHITECT
�C1th.dRit,[31TLCd,.
JOHN P. SERKLAND
, STATE OF WASHINGTON I
date:
�Vtaye2��(�'i16
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INTERIOR ELEVATIONS
��C�iV�J
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WALL FRAMING
SHEATHING
BLOCKING
WOOD CLADDING
C�3�1�t�
WALL FRAMING
SHEATHING
BLOCKING
WOOD CLADDING
12' �,_��� �2 �
2 DETAIL
SCALE: 3" = 1'-0"
��
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STEEL TRIM
STOREFRONT
SYSTEM
BLOCKING
PAINTED MDO
PAINTED ALUMINUM
SECTION
3 DETAIL
SCALE: 3" = 1'-0"
BLOCKING
WOOD CLADDING
BLOCKING
PAINTED MDO
PAINTED ALUMINUM
SECTION
0
SCALE: 3" = 1'-0"
EXISTING WALL FRAMING
EXISTING WALL SHEATHING
EXISTING BRICK
CLADDING
EXISTING PRECAST BAND
EXISTING PRECAST BAND
PAINTED ALUMINUM SECTION
PAINTED MDO
PAINTED ALUMINUM SECTION
EXISTING BRICK
CLADDING
PAINTED METAL PANEL
DETAIL
SCALE: 3" = 1'-0"
STOREFRONT SYSTEM
1" STEEL TRIM
STEEL CLADDING
SHEATHING
WALL FRAMING
STEELPOST
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1516 Melrose Ave., Suite 200
Seattie, Washigton 98122
206 938 1501
project titie:
85 Degrees Bakery and Cafe
Southcenter
1376 Southcenter Mall
Tukwila, WA 98188
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date:
05.02.16
06.13.16
description:
progress
permit
2356 REGISTERED
� ARCHITECT
-XJ�h��iGdtllLQ.
JOHN P. SERKLAND
, STATE OF WASHINGTON I
dote:
�Ma�e2��(PI(616
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number
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ROOF / REMOTE LOCATION
SEE ARCHITECT'S DRAWINGS
8 2.2 2.4 3.3
, ����
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GEI� ER AL N OTES
������l;��
�:1`��' �� `�'a�i��'���..�
JUN 14 2016
PE�i���' �E�TER
IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS TO VERIFY THE ACTUAL SPACE AND
MECHANICAL REQUIREMENTS OF ALL ITEMS SHOWN AS FUTURE, NIC, SUPPLIED BY "OTHERS", ETC., WITH THE OWNER PRIOR TO ROUGH-IN �
AND CONNECTION. �
THE GENERAL CONTRACTOR SHALL IMMEDIATELY INFORM CMA RESTAURANT SUPPLY & DESIGN AND THE OWNER OF ANY RED LINES, CORRECT I,
ETC., ON THE PERMIT PLANS AND OF ANY INSPECTION CORREC110NS REQUESTED CONCERNING THESE DRAWINGS OR EQUIPMENT AS
LISTED FOR THIS PROJECT.
THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER THE INSTALLATION OF RELATED
EQUIPMENT AND FURNISHINGS ITEMS.
IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION
CONTAINED WITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR RESONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE
CODES AND ORDINANCES, AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS.
THE GENERAL CONTRACTOR SHALL PROVIDE: FLOOR, CEILING, WALL AND ROOF PENETRATIONS: FIRE-RATED SHAFTS FOR EXHAUST
DUCTS.
IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE WEATHER PROTECTION FOR ALL ROOF AND ALL WALL
PENETRATIONS PRIOR TO AND DURING THE INSTALLAIION OF EQUIPMENT AND FURNISHINGS.
SUITABLE WALL BACKING AS SHOWN ON THESE PLANS AND AS REQUIRED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE
GENERAL CONTRACTOR.
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ROOF
SEE ARCHITECT�S DRAWINGS
8 32.2 32.4 33.3 39.1
ELECTRICAL NOTES
1. THE CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE
COVERS IN SERVICE AREAS.
3. THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL REMOTE COMPRESSORS AND PROVIDE
DISCONNECTS, MAGNETIC STARTERS, AND THERMAL OVERLOAD PROTECTION AS REQUIRED.
4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE ON DRAIN LINES IN
DANGER OF FREEZING.
5. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS
ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ALL OTHER
ELECTRICAL REQUIREMENTS FOR THIS PROJECT.
6. ALL ELECTRICAL ROUGH-IN WORK AND ALL FINA� CONNECTIONS FOR ALL ITEMS SHOWN AND
SPECIFIED ON THESE PLANS BY CMA SHALL BE PERFORMED BY THE ELECTRICAL
CONTRACTOR.
7. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS� IT SHALL BE
THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL-TYPE
MATERIALS INCLUDING WIRING, SWiTCHES, DISCONNECTS, FLEX, CONDUIT, CONTACTORS,
TRANSFORMERS, THERMAL OVERLOAD PROTECTORS. MAGNETIC STARTERS, ELECTRICAL
PANELS, CORDS, PLUGS, COVERS, ETC.
9. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO
CENTER LINE OF ELECTRICAL OUTLET BOXES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR
PLATFORMS.
10. THE SYMBOLS SHOWN ON THIS PLAN ARE FOR INDICATION OF ROUGH-IN LOCATION AND TYPE
OF CONNECTION ONLY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS AND CONDUIT
RUNS AS PER GOOD PRACIICE AND CODE.
11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT
SWITCHING BETWEEN THE KITCHEN EXHAUST HOOD EXHAUST FANS AND THE KITCHEN MAKE UP AIR
SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES.
12. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT
HOOK-UPS AS REQUIRED BY CODE AND LABEUNG.
13. ALL GFCI RECEPTACLES SHALL BE LOCATED IN AN ASSESSABLE LOCATION FOR STATIONARY EQUIPMENT.
ELECTRICAL LEGEND
VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS
GFCI RECEPTACLES SHALL BE PASS & SEYMOUR N0. 2095-W
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PLI�MBING NOTES
1. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO SIZE. SUPPLY AND INSTALL A GREASE
INTERCEPTOR/TRAP IF ONE IS REQUIRED.
2. ALL FIRE PROTECTION SYSTEM GAS SHUT—OFF VALVES SHALL BE SUPPLIED BY THE OWNER AND
INSTALLED BY PLUMBING CONTRACTOR.
3. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE
FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT�S PLAN SET FOR ALL OTHER PLUMBING
REQUIREMENTS FOR THIS PROJECT.
4. ALL PLUMBING ROUGH—IN WORK AND FINAL CONNECTIOINS FOR ALL ITEMS SHOWN AND
SPECIFIED ON THESE PLANS BY CMA RESTAURANT SUPPLY & DESIGN SHALL BE PERFORMED
BY THE PLUMBING CONTRACTOR.
6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTNER WRITTEN CONTRACTS, IT SHALL BE
THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING—TYPE
MATERIALS INCLUDING VALVES. TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE
REGULATORS, SIPHON BREAKERS, ETC.
7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE
LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO
NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR.
8. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE
JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE
DRAINS.
9. ALL DRAIN LtNES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN
COPPER.
PLUMBII�G LEGEND
� CW—COLD WATER
� HW—HOT WATER
� CLOSED DRAIN — DIRECT WASTE
�F
12'� X 12" FLOOR SINK — INDIRECT WASTE
� NATURAL GAS
OFD FLOOR DRAIN
5/8" GYP. WALL W/ S
WALL LINER, TYP.
GAS PIPE SIZED PER MF.
SPECIFICATIONS �
FLEXIBLE GAS LINE
TO EQUIP., SIZED PER
MFG. SPECIFICATIOf�
ALLOW ENOUGH
SLACK LINE TO PULL
EQUIP. 24" MIN. FROM
WALL, TYP.
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JUPI 14 2016
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RESTAINING CABLE
TYP I CAL GAS CON IU ECTI OiU
SCALE: NONE
VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS
5/8" GYP. SHEETROCK
WALL FINISH MATERIAL
(EXCEPT PAINT PER
ARCHITECT'S D AWING
(EXCEPT PAINT)
5/8" PLYWOOD PER
WALL BACKING PLAN
WALL FRAMING PER
ARCHITECT'S DRAWINGS
5/8" GYP. SHEETROCK
PLYWOOD BACKING DETAIL
SCALE: NONE
VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS
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JUN 14 2016
WALL BACKING NOTES: ���������T��
1. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND CMA RESTAURANT SUPPLY
AT THE TIME OF LAYOUT FOR WALL BACKING CONFIRMATION OF ALL DIMENSIONS OF ALL AND
UP—DATE REQUIREMENTS.
2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES.
3. WALL BACKING TO BE 5/8" PLYWOOD.
4. WALL WALL BACKING TO BE BUILT INTO WALL SO THAT FINISH WALL IS FLUSH SURFACE.