HomeMy WebLinkAboutPermit D16-0180 - SEATTLE CHOCOLATE - TENANT IMPROVEMENTSEATTLE CH�OCOLATE
1180 AN DOVE R PARK W
D16-0180
� � 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: 3523049085 .
Address: 1180 ANDOVER PARK W
Project Name: SEATTLE CHOCOLATE
Owner:
Name: DANELLIE LLC
Address: 1180ANDOVER PARK WEST,
TUKWILA, WA, 98188
Contact Person:
Name: HENRY KURASAKI
Address:
Contractor:
Name:
Address:
License No:
1101 SECOND AVE, SUITE 100,
SEATTLE, WA, 98101
TRISQUARE CONSTRUCTION LLC
PO BOX 626 , LAKE STEVENS, WA,
98258
TRISQCL89460
Lender:
Name: JEAN THOMPSON
Address: 1180 ANDOVER PARK W, TUKWILA,
WA, 98188
DESCRIPTION OF WORK:
Permit Number: D16-0180
Issue Date: 7/22/2016
Permit Expires On: 1/18/2017
Phone: (206) 962-6513
Phone: (425) 610-7424
Expiration Date: 1/31/2017
I.NTERIOR TENANT IMPROVEMENT OF THE EXISTING RETAIL SPACE AND RESTROOMS TO MEET ACCESSIBLE
COMPLIANCE. SCOPE TO INCLUDE CONSTRUCTION OF NEW INTERIOR PARTITIONS, DOORS, FINISHES,
REPLACEMENT OF LIGHTING AND RE-FACING EXTERIOR ENTRY CANOPY. NO CHANGE TO BUILDING FOOTPRINT.
Project Valuation: $158,000.00 Fees Collected: $3,412.32
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction:: IIIB Occupancy per IBC: F-2
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition: 2015 National Electrical Code: 2014
International Residential Code Edition: 2015 WA Cities Electrical Code: 2014
International Mechanical Code Edition: 2015 WAC 296-466: 2014
Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015
International fuel Gas Code: 2015
Public Works Activities:
Channelization/Striping;
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: � , s
Water Meter: No
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Permit Center Authorized Signature: �L�1 W Date:
1
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 pe mit d agree to the conditi ns ttached to this permit.
Signature: Date: ^��
Print Name:
This permit shall become null and void if the work is not commenced w�ithin 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: 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, '
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
5: Partition walls shali 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.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: 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.
8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for speciai inspection.
9: 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.
10: 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.
11: There shall be no occupancy of a building until final inspection has been comp�eted and approved by
Tukwila building inspector. No exception.
12: 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 ali basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval wiil be determined by the building inspector based
on satisfactory completion of this requirement.
13: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
14: 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).
15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
16: 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 shali not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
20: The total number of fire extinguishers required for a light hazard occupancy with Ciass A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC
906.3) (NfPA 10, 5.4)
21: 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 chemica� type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4) ,
18: 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. Portabie 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)
19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shail 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)
22: Maintain fire extinguisher coverage throughout.
23: 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)
24: 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)
25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
26: 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)
27: 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)
28: Every exit sign 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 internationai 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)
29: 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)
30: Exit signs shall be iiluminated at all 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)
31: 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)
35: Fire protection systems shali 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)
33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
32: 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).
36: 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.
38: Maintain fire alarm system audible/visual notification. Addition/relocation of walis or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
37: All new tire 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)
39: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
40: All electricai work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.9 of the International Building Code,
34: Contact The Tukwila fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
44: Applicant shall obtain a separate Public Works permit for replacement of existing 1" deduct WM with a
SENSUS meter with radio.
PERMIT INSPECTIONS REQUIRED �
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0611 EMERGENCY LIGHTING
1400 FIRE FINAL
0409 FRAMING
0606 GLAZING
0406 SUSPENDED CEILING
0601 WALL INSULATION
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CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
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SITE LOCATION
Building Permit No. �C�QL�'�
Project No.
Date Application Accepted: ��.+]���
Date Application Expires: ��-- L�► /,
—�'��`�
use
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 f�.
**Please Print**
Site Address: 1180 ANDOVER PARK WEST
King Co Assessor's Tax No.:
Suite Number: Floor:
Tenant Name: SEATTLE CHOCOLATE New Tenant: ❑.....Yes 0..No
. �
PROPERTY OWNER .
Name: �AN THOMPSON
Address: 1180 ANDOVER PARK WEST
�'�'� SEATTLE State: wA Z'p� 98065
CONTACT PERSON — person receiving ali pmject
communication
Name: ��y KURASAKI (MG2)
Address: 1101 2ND AVE, SUITE 100
C'n'� SEATTLE State: WA Zip: 98101
Phone: �206) 962-6513 Fax:
Email: henry.kurasaki@mg2.com
GENERAL CONTRACTOR INFORMATION
Company Name: TBD
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
H:�Applications�Forms-Applirations On Line�20i 1 Applications�Pemtit Application Revised - 8-9-] l.�c�c
Reviud: August 2011
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ARCAITECT OF RECORD
Company Name: MG2
Architect Name: J[ jSTIN HILL
Address: 1101 2ND AVE, SUITE 100
C'�'' SEATTLE State: WA Zip: 98101
Phone: (206) 962-6500 F��
Email:
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: J.�� TKo►,-tpSG`�1
Address: �� �� ��yT.� p�� �ST
City: s.�-�� State:V� Zip:p��J�,s
Page 1 of 4
BUILDING PERMTT INFORMATION — 2U6-431-3670 �
Valuation ofProject (contractor's bid price): $ 158,000 Existing Building Valuation: $
Describe the scope of work (please provide detailed informafion):
Interior tenant improvement of the existing retail space and restrooms to meet accessible compliance. Scope to include
construction of new interior partitions, doors, finishes, and replacement of lighting, and re-facing exterior entry canopy. No change
to building footprint.
Will there be new rack storage? ❑.....Yes 0.. No If yes, a sepazate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
AddiHon to Type of Type of
Exisring Construction per Occupancy per
Existin Interior Remodel Structure New IBC IBC
1� Floor 62,172 3,114 0 0 3B/4 . ,5-- q
2 Floor
3` Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Gazage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all strvctures, 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: Standard: 104 Compact: Handicap: 6
Will there be a change in use? ❑....... Yes �....... No If "yes",
FIRE PROTECTION/HAZARDOUS MATERIALS:
�..... Sprinklers 0 ....... Automafic Fire Alarm ❑ .......None ❑ ......Ather (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes 0.......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 current septic desigr► appmved by King County Health
Department.
H:Wpplicatim�s�Foma-Applications On Line�2011 Applicatianc�Permit Applicetion Revised-8-9-1 l.dou
Revised: August 2011 Page 2 of 4
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PUBLIC WORKS PERMTT INFORMATION — 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 shee�
Water District
❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline
❑ ... Water Availability Provided
Sewer District
❑ ...Tukwila ❑ ... Valley View ❑ .. Renton
❑...Sewer Use Certificate ❑... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Seotic Svstem•
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current sepric design approved by King County Health Department.
Submitted with Aaalication (mark boxes which aoalv):
❑...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 — (ROV�
�roposed Activities (mark boxes that aaalvl:
❑...Right-of-way Use - Nonpmfit for less than 72 hours ❑.. 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 ❑
❑ ...Fmntage Improvements ❑
❑ ...Traffic Control ❑
❑ ...Backflow Prevenrion - Fire Protection _
Irrigation "
Domestic Water
❑ .. Work in Flood Zone
❑ .. Storm Drainage
Abandon Septic Tank
Curb Cut
Pavement Cut
Looped Fire Line
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergounding
❑ ...Permanent Water Meter Size... " WO #
❑ ...Temporary Water Meter Size .. " WO #
❑...Water Only Meter Size............ " WO # ❑...Deduct Water Meter Size
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...Water Main Extension .............Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line
❑ ...Water ❑ ...Sewer
Monthlv Service Billing to:
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatrnent
Day Telephone:
,Mailing Address:
Ciry State Zip
Water Meter Refund/Billine:
Name: Day Telephone:
Mailing Address:
C�cy
H:�Applicatim�s�Forms-Applications On Line�2011 Applicatans�Permit Applicetion Revised - 8-9-11.docx
Revised: August 201 I
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Statc Zip
Page 3 of 4
PERMIT APPLICATION NOTES -
Value of Construction - ln 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 cunent 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 shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational Building Code (curcent edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TFIIS APPLICATION AND KNOW TI-IE 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
Date: 6 ` Z�f' f(�
Print Name: µ�"�`�' �'"< <'�`1����-9 Day Telephone: �� ' 9������ 3
Mailing Address: 1 1� l ZNC� 1�1� , �Sc•l �z� f vp �jf�.T"fc�`� � �1- �' �� �
City State Zip
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Page 4 of 4
Date Paid: Thursday, May 11, 2017
Paid By: RONALD WOLFF
Pay Method: CREDIT CARD 011508
Printed: Thursday, May 11, 2017 8:16 AM 1 of 1
SYS7EM5
Date Paid: Tuesday, March 28, 2017
Paid By: RONALD WOLFF
Pay Method: CREDIT CARD 028949
Printed: Tuesday, March 28, 2017 10:30 AM 1 of 1 ���
SY57EM5
Date Paid: Friday, September 09, 2016
Paid By: RONALD WOLFF
Pay Method: CREDIT CARD 730939
Printed: Friday, September 09, 2016 10:49 AM 1 of 1
��SYS7EM5
� ' • • j • • � ' � �
a �� � r�,�
,Perm�tTRAK $3,861.57
�` ;s Y D16-0180 Address: 1180 ANDOVER PARK W Apn: 3523049085 ' $2,109.33
DEVELOPMENT $2,009.10
PERMIT FEE R000.322.100.00.00 0.00 $2,004.60
WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50
TECHNOLOGY FEE $100.23
TECHNOLOGY FEE R000.322.900.04.00 0.00 $100.23
�� �'��� EL16-0589 �-Address: 1180 ANDOVER PARK W�� �Apn: 3523049085 $1,095.83
ELECTRICAL $1,043.65
PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,043.65
TECHNOLOGY FEE $52.18
TECHNOLOGY FEE R000.322.900.04.00 0.00 $52.18
�:�� M16-0110 Address: 1180 ANDOVE�t PARK W Apn: 3523049085 $304.13 '
G�-..� u. �
MECHANICAL $289.65
PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50
PERMIT FEE R000.322.100.00.00 0.00 $257.15
TECHNOLOGY FEE $14.48
TECHNOLOGY FEE � R000.322.900.04.00 0.00 $14.48
_
����� ��PG16-0086 Address:�1180 ANDOVER��PARK W Apn: 3523049085 $352.28
PLUMBING $335.50
PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50
PERMIT FEE R000.322.100.00.00 0.00 $303.00
'TECHNOLOGY FEE $16.78
TECHNOLOGY FEE R000.322.900.04.00 0.00 $16.78
� � . � � . . . � � .
..
Date Paid: Friday, July 22, 2016
Paid By: RONALD WOLFF
Pay Method: CREDIT CARD 022956
Printed: Friday, July 22, 2016 12:11 PM 1 of 1 �,� �
_� _ :,� ��� srs�i�enrs
Date Paid: Monday, June 27, 2016
Paid By: HENRY KURASAKI
Pay Method: CREDIT CARD 49138D
Printed: Monday, June 27, 2016 7:49 AM 1 of 1
SYSTEMS
INSPECTION RECORD
� Retain a copy with permit ��� ���
INSPECTION N0. PERMIT N0. ��� /
CITY UF TUKWIIA BUILDING DIVISION ���
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. � Gorrections required prior to approva�.
14�
nspector:
oac�: � ��� ,� _ j
� RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
.�— INSPECTION RECORD . �
5 Retain a copy with perm'rt �j�' ��r��
INSP TION N0. PERMIT N0.
CITY UF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila: WA 98788 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. �Gor�ectians required p�ior to approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd„ 5uite 100. Call to schedute reinspection.
INSPECTIC�N RECORD
Retain a copy with permit ��� ����
INSPEtTION N0. PERMIT N0.
CITY OF TUKWIL.A BUILDING DtVI510N
6300 Soufihcenfier Bivd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspe ion:
�s.�r--rr�' c�cbt.�t-r= t�r�f �-Y �5��►'(.
Address: Date Calted:
/8� f�/�rs✓,�R D�hel< 1�
Special lnstructions: Date Wanted: a.m.
,� �� �7 p.m.
Requester: '��
Phone Na:
�Approved per applicable codes. �Gorrections required prior to approval.
COMMENTS: .
,��/�!� �
nspector: Date:
�S 3 �=!
� REtNSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Cail to schedule reinspection.
lL INSPECTION RECORD ; . �1�� �
`� Retam a copy with permit ��'`r
I ECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� Appr•oved per appiicabie todps. � Corrections required prior to approvai.
COMMENTS:
� >�-�it�_
���
inspector: Date:
>l �� �'�'
I I Kt11V5NtGi IUIV Ftt Ktt1UIKtU. r�lo� to next Inspection, tee must De
�� paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD �
� Retain a copy with permit �r� �����
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applitable codes. � Corrections required prior to approval.
Ilnspector:��_� IDate:/J / � � � I
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
INSPECTION RECORD �
� Retain a copy with permit �j� +a���
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD ��
� Retain a copy with permit ���' �� ���
INSPECTION N0. PERMIT N0.
CITY O� TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q06) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
� �iJ� (r� � � . . �l , - � -
P��°cf.��—
nspector:
� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD `�,t�--�- Qf �`'"�r )
Retain a copy with permit �`�1 ��= -- C��' �-
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT�
206-575-4407 �
Project: � �, _ _ Type of Inspection: ,
(
Add ress:
Suite #: %l�v
Special Instructions:
�Approved per applicable codes.
/
Contact
Phone No.:
� Corrections required prio'r to approval.
COMMENTS: �2_. / rS 4
. , , . �,
'_...` f�cSS
t% � �
Y�!' �. ,4 / ...�.. `. - ���
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector�,c��. ��,� Date: //� f� �� -� Hrs.:
V� f �
�$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:
Name:
State:
Zi
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
�
INSPECTION RECORD li/!� -�/�
� Retain a copy with permit ��
/ �- - � -' �.�`� �--
,
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: Type of Inspection:
C � �. -�{S /�-
Address: `� ` _ Contact Person:
Suite #: f ( �- �
Special Instructions: Phone No.:
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
� L � GaY� - � �
� �� - ��c
t
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T pe:
Inspector:
Date:
H 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:
Word/Inspection Record Form.Doc
�y Name:
State:
3/14/14
r
T. F. D. Form F. P. 113
, INSPECTION RECORD l )/.�r- -- �� l ;!U
Retain a copy with permit � � /� -- � -- / %` ;%
/�-�=-15�?
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: /� �il �� ���� 5 Type of Inspection: ��
f~�l < f�
Address: �� � Contact Person:
Suite #: � � �
Special Instructions: Phone No.:
� Approved per applicable codes. �Corrections required prior to approval.
COMMENTS:
�-- I � t�ii ( v'l � � � V l S �l� (�( � S
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Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector:
Date: ��2��/�— � Hrs.:
�$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:
Comnanv Name:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD �1 � -- C�t �c��
Retain a copy with permit i�? -- r- -- G? �-
1t� - � �- 1� �;
i
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
� 206-575-4407
Project: -�� � � ( TYpe of�//� tion:
T � A �/�� �- • �
Address: Contact Person:
suite #: j/ 8�1 �
Special Instructions: Phone No.:
� Approved per applicable codes. � Corrections required prior to approval.
%
COMMENTS:
f
� � -�'_ S%/��� o /� � � �
. . . ,
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occupanc T e:
Inspector:
�
Date: ��1 �� t--� � Hrs.: �,�
�$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:
Name:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD i�l(o— 0l �SC�
� Retain a copy with permit �
l�, �' S -' / � c%
INSPECTION NUMBER PERMIT NUMBERS
£ CITY OF TUKWILA FIRE DEPARTMENT
�nh-5�5-44m
Project: ��-.� ���- C�UG Type of nspection •
��� � f���
Address: //�.1/ n 1 D��� �` l, Contact Person:'
Suite #: ?�v ��v ,�^_ v>J
Special Instructions: Phone No.:
�Approved per applicable codes.
COMMENTS:
tJ / � 7 � r
G ?7r� S �
— S j21NG�(,��
-- SP� , �, -�
�
,,� /�-L — o
� Corrections required prior to approval.
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Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T pe:
Inspector: (� ��. 5'3 Date:) � 2� � h Hrs.:
i, G `
�$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: Com an Name:
Address:
City: State: Zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD � � 1 �•, — '� � ; ��
Retain a copy with permit
,l l.� -- S — / � �
, _�
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: ��?Tl�� C�pl�/ ,�- �S Type of Inspection:
S�1N�.1�-r�. C'�v��
Address: Contac� Person:
Suite #: f��U �;v�dr/C'� �1� �
Special Instructions: Phone No.:
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
f� r�' ��� 7��� S`r �'��uf �� `� � '� �� 5
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Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector: �;,f �`�- / � �
Date: l ( �� � � / (� Hrs.:
�$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:
Citv:
Name:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
l 3228 NE 20th St, Suite 100, Bellevue, WA 98005
Phone (425) 614-0949 Fax (425) 614-0950
�
STRUCTURAL CALCULATIONS FOR:
Seattle Chocolates
1180 Andover Park W. Tukwila, WA
98065
uN
�� �,. . � �; �
3;9E4
r�RAL EN�'\ G?i�'� `�.o�
�NAL ���``fry�
���PJV
Client:
���
MG2
10202 Fifth Avenue NE, Suite 102
Seattle, WA 98125
By
Mitchell Beck
an Unsderfer, S.E., SECB
{
; �.
� ��
��
REVIEWE� FOR
CODE C0� ��, ��E
AP�R�
SEP O 1 2016
C� o��u ila
BUIL.DI�G D�VISION
RECEIVED
CITY OF TUKWILA
AUG 2 6 2016
PERiU1tT CEiVTER
_:, ' ; �
'q, � u � "�''.
1 �
AUE No. 16353
Date 8/24/2016
I
Design Criteria
Code Summarv
Building Code: 2012 International Building Code
Supplemental Code: 2010 ASCE 7
Risk Category: II Standard-Occupancy Building
Seismic Loadine:
Ss: 1.1774
S�: 0.4416
Component: - Interior Partitions
Wind Loadine:
Interior Pressure = 5 psf
Design Loads
Sds: 0.8077
Sd�: 0.4588
Fp =
Dead Loads:
Fire Wall Partition
Metal Studs 0.5 psf
(]) Layer of ]" GWB 4.5 psf
(3) Layers of 5/8" GWB 8.4 psf
Misc. 0.6 psf
Total 14.0 psf
le: �.��
R: 4.00
Cs: 0.2019
0.388 * Wp (LRFD)
Site Class: D
Seismic Design Category: D
Deflection Criteria
Stair: Floor Walis
Live Load: L/ 480 Live Load: L/ 480 Flexible Finishes: L/ l80
Total Load: L/ 360 Total Load: L/ 240 Brittle Finishes: L/ 360
Supporting Glass: L/ 240
� � 13228 NE 20th St, Suite 100, Bellevue, WA 98005 �(425) 614-0949
Project: Seattle Chocolates
��'� � Address: 1180 Andover Park W. Tukwila, WA
�`�„ Client: MG2
Pg. No: DC 1
Date: 8/24/16
Job No.: 16353
IBC Seismic
Non-Structural
Risk Category: II Standard-Occu anc Bu
Ss= 1.177 hn = l 5 ft
S1= 0.442 Ct= 0.02
Ie = 1.00 SDC: D
Site Class = D
pcode: 98065 Use Zip Code Value
Seismic Variables from USGS
Max Loc
Ss = 1.1774 47.51,-121.89
Sl = 0.4416 47.51,-121.89
PGA = 0.4748 47.51,-121.89
� IBC 2012 �
Fa = 1.03 Sms = 1.212
Fv = 1.56 Sml = 0.688
Sds= 0.808
Sd1= 0.459
Seismic Variables from User Input
Max
Ss = 0.0000
Sl = 0.0000
Min Loc
Ss = 1.0683 47.57,-121.72
S1 = 0.4011 47.57,-121.72
PGA = 0.4308 47.57,-121.72
See ASCE 13.3 Non Structural Systems
- Interior Partitions
A2. Interior Nonshvctural Walls and Partitions - All other walls and partitions
ap = �.a Z= � s.00 r� ip = �.o
Rp = 2.5 h= ] 5.00 ft
S2o = 2.5
Fp = 0.39 * Wp Fp = 0.388 * Wp
Fp max = 1.29 * Wp
Fp min = 0.24 * Wp With Ove�strength factor:
Fp = 0.969 * Wp
13228 NE 20th St, Suite 100, Bellevue, WA 98005 �(425) 614-0949
Project: Seattle Chocolates
Address: 1180 Andover Park W. Tukwila, WA
Clienr MG2
Pg. No: C&C Seis 1
Date: 8/24/16
Job No.: 16353
Stud DesiQn -Full Height Firervall Studs
Out of plane load= 5.00 psf (Corner)
Out of plane load= 5.00 psf (Parapet)
Axial Load on Stud Wa11= 428.7 plf
Stud Span= 23.00 ft Cantilever = 0.00 ft
KLy=KLr- 2 ft
Moment (Main Span) = 5.29 k-in
Moment (Cantilever) = 0.00 k-in
Axial Load = 0.57 kips
TRY 4005162-54 (SOksi) � l6 in O.C.
Ix = 1.1 in4 Fy= 50 ksi
Allowable Stud Defletion L/ 180
77 Ib
hole spacing= 24 in
a
s hole depth= l.5 in
U
G
� hole length= 4 in 77 Ib
O.157" Dia PAF into 3000psi Concrete
3/4" Embed ESR 2269
Bot Track - 33 Mil
Shear = 125 lbs
Tension = ] 00 ]bs
Calculute Moment capaciry Pin Spacing: 26 in O:C.
a) braced at 2.84 ft maz
Allowable Moment = 14.9 k-in (from SSMA catalog)
b) b�•aced at 2.ft
Allowable moment= iV/A Manual input for Mallow
Allow Moment = 14.9 k-in (?K
Calculale usiul capacity
A= 0.443 in2 ro= 2.09 in
J= 0.473 x 1000 in4 (3= 0.649
Cw= 0.56 in� Lu= 2.84 ft
xo= -1.238 in G= 11300 psi
m= 0.754 in 6x= 9.5 ksi
6t= 149.0 ksi
a) Checkflexu�•al fiuckli�tg b) Checkflexural-torsional huckling
Fe�= 9.47 ksi Fe2= 9.3 ksi Fn=
governing Fe= 9.3 ksi
Compute F_ffective Area S 162
flange= 1.625 in 54 mil t= 0.0566 in
lip= 0.5 in w/t= 23.7 R= 0.0849 in
Check flan�e
w=
k= n/a
e�j`'ective, b=
Check lin
1.342 in Fcr= n/a ksi
in D/w= 0.373
1.342 in S= 77.2 in^3
w= 0.359 in Fcr- 285.8 ksi
k= 0.43 in w/t= 63
e�ectii�e,b= 0.3585 in �= 0.1685
Allowable Axia1= 1.6 kip OK
Combined bending + Axial = 0.71 OK
8.12 ksi
Ia= n/a in^4 ls= n/a
Rl= n/a n= 0333
Check web hole
w= 1.109 Fcr-
k= 0.43 wlr
erfective,b= 1.109 in d =
Ae= 0.358 in^2
in^4
29.9 ksi
19.6
4 in
Use 400S162-54 (SOksi) at 16 " o/c
Main Span Cm:rilever
°/a Load Reduction for Deflection: 0.0% % Load Reduction for Deflection: 0.0°/a
Out of plane deflection = 1.32 in Out of plane deflection = m.00 in
=L/ 210 OK =L/ 180 OK
�' 13228 NE 20th St, Suite 100, Bellevue, WA 98005 �
� Project: Seattle Chocolates
�� �,
��. Address: 1180 Andover Park W. Tukwila, WA
_ � Client: MG2
614-0949
Pg. No: Fire Wall 1
Date: 8/24/ 16
Job No.: 16353
Connections
Connection of Clip to Stud
Lateral Load = 77 ]b
Try: Simpson SCB45.5 clip
Clip Capacity = 1220 lb OK
Check Connection of Clip to L) Wood Beam
Load per clip = 77 lb
Try: 2#10 Wood Screws w/ l.5 inch embedment
Tension Load = 3833 lb per screw
Tension Capacity = 157.5 lb per screw OK *Reference 2015 NDS
13228 NE 20th St, Suite 100, Bellevue, WA 98005 (425) 614-0949
Project: Seattle Chocolates
Address: 1180 Andover Park W. Tukwila, WA
Client: MG2
Pg. No: Fire Wa112
Date: 8/24/ 16
Job No.: 16353
Steel Stud Box-Beam Design
Box Beam 3'-0" Interior Opening
Stud: 4005162-54 (SOksi)
Track: 400T250-43
Orientation: Option 1
Loadin
Minimum t: 43 Mil
Fy 50 ksi
Length 3.00 ft
KLy=KLt= 1 ft
py = 5.0 psf, horizontal, Int. Pressure
Trib = l 1.50 ft
X-X Criteria: Deflection Max = L/ 180
Y-Y Criteria: Deflection Max = L/ 180
Typ. Wall pX =
Trib =
Roof pX =
Trib =
Roof pX =
Trib =
14 psf Veneer. Wall pX =
16.00 ft Trib =
0 psf, DL Roof pX =
0.00 ft Trib =
0 psf, SL Roof pX =
0.00 ft Trib =
Section Pronerties
Ix (in4)
Stud 1.1
Track 0.888
Composite Beam Propertie�
Cgy = 0.908 in
Ix = 0.459 in4
Iy = 1.988 in4
Analvsis
Unity =
Option 1 Option 2
Track
Stud
�� Stud
Track
Track
Option 3 Option 4
Track Track T & B
�� u
Studs Studs E.S.
Design: Non-Composite
Track
0 psf
0.00 ft
0 psf, Mech DL
0.00 ft
0 psf, SL Drift
0.00 ft
Iy (in4) A (in�) d (in) b (in)
0.159 0.443 4.000 1.625
0.268 0.405 4.000 2.500
Sx = 0.288 in3
Sy = 0.994 in3
Mx My
0.35 + 0.03 -
Deflection = Ox
0.0307 in
L/ 1175 OK
wX =
wY =
MX=
MY=
VX =
V,, _
224 plf, vertical load
58 plf, horizontal load
3.0 k-in
0.8 k-in
0.336 k
0.086 k
CGx (in) Ma.x (k-in) Ma.y (k-in)
0.532 14.9 4.36
0.706 6.4 2.95
oy
0.0018 in
L/ 19805 OK
�
�� `°�.� 13228 NE 20th St, Suite 100, Bellevue, WA 98005
- Project: Seattle Chocolates
��� � Address: 1180 Andover Park W. Tukwila, WA
Client: MG2
614-0949
Ma.x = 8.63 k-in
Ma.y = 29.76 k-in
0.38 OK
Pg. No:
Date:
Job No.
Header 1
8/24/ 16
16353
Connection
Rx = 335.520 lb
Ry = 86.250 lb
Connections
Clip t = 43 mil
w = 3.5 in
# Screws in Horiz Leg 3
# Screws in Vert Leg 3
Screw Spacing = 1.5 in
#10 Vallow= 2631bs
Tallow = 84 lbs
Fy = 33 ksi
F1 = 789 lbs
F2 = 789 lbs
F3 = 558 Ibs
�/F2 = 0.50 < 1.00
e (in) = 1.0 in
�
F2
F1
f�
F3
Clips OK
13228 NE 20th St, Suite 100, Bellevue, WA 98005 �(425) 614-0949
Project: Seattle Chocolates
Address: 1180 Andover Park W. Tukwila, WA
Client: MG2
Pg. No: Header 2
Date: 8/24/ 16
Job No.: 16353
Steel Stud Box-Beam Design
Box Beam 8'-0" Interior Opening
Stud: 400S162-54 (SOksi)
Track: 400T150-33
Orientation: Option 4
Loading
Minimum t: 33 Mil
Fy 50 ksi
Length 8.00 ft
KLy=KLt= 1 ft
pY = 5.0 psf, horizontal, Int. Pressure
Trib = l l .50 ft
X-X Criteria: Deflection Max = L/ 180
Y-Y Criteria: Deflection Max = L/ 180
Typ. Wall pX =
Trib =
Roof pX =
Trib =
Roof pX =
Trib =
14 psf
15.00 ft
0 psf, DL
0.00 ft
0 psf, SL
0.00 ft
Section Pronerties
Ix (in4) Iy (in4)
Stud 1.1 0.159
Track 0.519 0.051
Non-Comuosite Beam Pronerties
Cgy = N/A in
Ix = 2.200 in4
Iy = 1.038 in4
Analvsis
Unity = Mx
Door pX =
Trib =
Roof pX =
Trib =
Roof pX =
Trib =
Option 1 Option 2
Track
Stud
�� Stud
Track Track
Option 3 Option 4
Track Track T 8 B
U ��
Studs Studs E.S.
Design: Non-Composite
Track
]0 psf
8.00 ft
0 psf, Mech DL
0.00 ft
0 psf, SL Drift
0.00 ft
A (in2) d (in) b (in)
0.443 4.000 1.625
0.242 4.000 1.500
Sx = 1.100 in3
Sy = OS 19 in3
0.93 OK
Deflection = Ox
0.4185 in
L/ 229 OK
wX =
Wy =
MX=
My=
VX=
VY=
290 plf, vertical load
58 plf, horizontal load
27.8 k-in
5.5 k-in
1.159 k
0.230 k
CGx (in) Ma.x (k-in) Ma.y (k-in)
0.532 84.9 4.36
0.332 4�.12 0.86
My
0.67 OK
Dy
0.1760 in
L/ 545 OK
13228 NE 20th St, Suite 100, Bellevue, WA 98005 �(425) 614-0949
Project: Seattle Chocolates
Address: 1180 Andover Park W. Tukwila, WA
Client: MG2
Ma.x =
Ma.y =
29.80 k-in
8.24 k-in
Pg. No:
Date:
Job No.
Header 3
8/24/16
16353
Connection
Rx = 1158.8 lb
Ry = 230.0 lb
Connections
StiffClip AL600
# Screws in Vert Leg 3
F1 =
F2 =
F3 =
190 lb
564 lb
324 lb
Unity: 0.74 Clips OK
13228 NE 20th St, Suite 100, Bellev
Project: Seattle Chocolates
Address: 1180 Andover Park W
Client: MG2
WA 98005
Tukwila, WA
F2
614-0949
F3
F1
�
Pg. No: Header 4
Date: 8/24/16
Job No.: 16353
JAMB STUD DESIGN J1 3'-0" Interior Opening
% Load Reduction for Deflection: 0.0% Uniform load on stud
Out of Plane Load = 5 psf ��W�� \
Wall Dead Load = 14 psf
Header Height Above Base = 7.00 ft header load
Sill Height Above Base = 0.00 ft "P"
Header Span = 4.00 ft
Sill load
��P��
Stud Spacing = 16 inch
Stud Span = 23.00 feet
Kr,y=�,c= 2 ft /
Allowable Stud Defletion L/ 180 Height "H"
Axial Load on Stud = 0.34 k(Per Header Design)
Header Out of Plane load "P"= 0.09 k(Per Header Design) �
Sill Out of Plane load "P"= 0.00 k
Moment = 7.28 k-in
Mbr 1 Mbr 2 Mbr 3
TRY 400T150-33 400S162-54 (SOksi) -
Fy = 33 ksi 50 ksi - ksi
Ma= 4.12 + 14.90 + 0.00
�xia1= 0.00 + 1.61 + 0.00
I = 0.52 + 1.10 + 0.00
Out of plane deflection= 0.94 in
=L/ 292 OK
Combined Unity Check = 0.77 OK
Use:
Top Clip Connection Capacity:
Bottom Clin Connection Canacitv:
Bottom Connection:
0.157" Dia PAF into 3000psi Concrete
l 1/4" Embed ESR 2269
Clip Size = 43 Mil
Shear= 251 lbs OK
Tension = 260 lbs
# Pins: 1
3 #10 Screws
Jamb Mil 43 Mil
Vallow = 263 lbs
Tallow = 94 lbs
65 lbs
Stud Span
�����
End Reaction = 98 lbs
Mbr 4 Mbr 5
- ksi - ksi
+ 0.00 + 0.00
+ 0.00 0.00
+ 0.00 + 0.00
400T 150-33 + 400S 162-54
315 lb
251 lb
13228 NE 20th St, Suite 100, Bellevue, WA 98005 �(425) 614-0949
Project: Seattle Chocolates
Address: 1180 Andover Pazk W. Tukwila, WA
Client: MG2
# Clips Req'd: 1
# Clivs Rea'd: 1
12.9 k-in
1.61 kips OK
1.62 in^4
as King Studs
Pg. No: Int. Jamb 1
Date: 8/24/ 16
Job No.: 16353
JAMB STUD DESIGN J2 8'-0" Interior Opening
% Load Reduction for Deflection: 0.0%
Out of Plane Load = 5 psf
Wall Dead Load = 14 psf
Header Height Above Base = 8.00 ft
Sill Height Above Base = 0.00 ft
Header Span = 4.00 ft
,Uniform load on stud \
w
headerload
��P��
Sill load
Stud Spacing = 16 inch ��P�� �
Stud Span = 23.00 feet
ici,y=xi,t= 2 ft /
Allowable Stud Defletion L/ 180 Height "H"
Axial Load on Stud = 1.16 k(Per Header Design)
Header Out of Plane load "P"= 0.23 k(Per Header Design) �
Sill Out of Plane load "P"= 0.00 k
Moment = 16.80 k-in
Mbr 1 Mbr 2 Mbr 3
TRY 400T]50-33 4005162-54 (SOksi) 400T150-33
Fy = 33 ksi 50 ksi 33 ksi
Ma= 4.12 + 14.90 + 4.12 +
�xia1= 0.00 + 1.61 + 0.00 +
I = 0.52 + 1.10 + 0.52 +
Out of plane deflection= 1.08 in
=L/ 255 OK
Combined Uni Check = 1.01 OK, w/in 5%
Use: 400T 150-33 + 400S 162-54150k
Top Clip Connection Capacity:
Bottom Cliv Connection Canacitv:
Bottom Connection:
0.157" Dia PAF into 3000psi Concrete
1 1/4" Embed ESR 2269
Clip Size = 43 Mil
Shear= 251 lbs OK
Tension = 260 lbs
# Pins: 1
3 #10 Screws
Jamb Mil 43 Mil
Vallow = 263 lbs
Tallow = 94 lbs
118 lbs
1 Stud Span
���,�
End Reaction = 188 lbs
Mbr 4 Mbr 5
400S162-54 (SOksi) -
50 ksi - ksi
14.90 + 0.00 = 25.7 k-in
1.61 0.00 = 3.23 kips OK
1.10 + 0.00 = 3.24 in^4
+ 400T150-33 + 4005162-54 (SOksi) as King Studs
315 lb
251 lb
# Clips Req'd: 1
# Clips Req'd: 1
� 13228 NE 20th St, Suite 100, Bellevue, WA 98005 (425) 614-0949
Project: Seattle Chocolates Pg. No: Int. Jamb 2
�� Address: 1180 Andover Park W. Tukwila, WA Date: 8/24/16
Client: MG2 Job No.: 16353
MG2
1101 Se�c:onci Ave SIF� 1C)p
`ie��ltic:�. W/1 9H1C)1
May 1, 2017
Mr K.C. Ellis, Senior Plans Examiner
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, #100
Tukwila, WA 98188
K.C.,
20G S)G2 (�k>00
Mc;7 con��
Per our phone conversation Thursday, April 27, 2017, I have revisited the code analysis of the Seattle
Chocolates - Chocolate Factory Tour project located at 1180 Andover Park West. It appears that the code
analysis submitted and approved by the City of Tukwila, dated August 24, 2016 used the incorrect pathway to
comply with Section 508 regarding mixed-occupancy buildings. This incorrect �analysis resulted in the
requirement to install a 3-hour �re wall to separate the tenant space into two separate fire areas. A revised
analysis is included below.
The Seattle Chocolates - Factory Tour Project is located in a two tenant building, totaling approximately
84,459 square feet of space and being constructed of both Type III-B and Type IV construction and having fire
sprinklers. The Seattle Chocolates tenant improvement area totals 62,172 square feet on the first floor and a
mezzanine. The tenant space consists of the following occupancies and areas:
sf
Mercantile M 2 294 sf
Moderate-hazard Storage (S-1) 37,774 sf
RECEIVED
CiTY OF TUKWILA .
MAY 0 8 �017
PERMIT CENTER
Per Section 508.4.2 of the 2015 International Building Code states that "the bufiding area shall be such that
the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building
area of each separated occupancy shall not exceed (1)." First, the tabular allowable areas (A�) for each
occupancy are derived using Table 506.2 for Type III-B construction, single story, with sprinklers. Next, the
provisions of Section 506.3 are applied to each tabular allowable area using Equation 5-5 to determine the
allowable area {Ae) per below:
Equation 5-5:
If =[F/P - .25]W/30
=[974/1,200 - .25](1)
-.56
� �.......�.r.
✓
f
Occupancy � Tabular Area (At) � Area factor increase (Ir) � Allowable Area (Ae)
000 sf
F-
S-1 ( 70,000 sf � .56 j 109,200 sf
Lastly, the ratios of the actual building areas divided by the allowable areas (Aa) above are added together.
The result is less than 1, and therefore the building area is in conformance with Section 508.4.2.
ri
Rati
sf I 0.029
Total: I 0.643 < 1
Per 508.4.4 each occupancy "shall be separated from adjacent occupancies in accordance with Table 508.4."
Table 508.4 shows "N=No separation requirement" when comparing B, F-i, M, and S-1 occupancies, therefore
no fire separations are required throughout the Seattle Chocolates tenant space.
Please review and feef free to call with any questions you may have. If you are in agreement with, the above
analysis, please let us know what revised drawings or documents you may need to make official the removai
of the requirement to separate the Seattle Chocolates tenant space into two fire areas with a 3-hour fire wall.
Sincerely,
�+�
Justin Hill
Principal
MG2 Corporation
1701 Second Ave, Ste 100
Seattie, WA 98101
August 25, 2016
Jerry Hight
v2Fiaii+;��iii uF �u�ii���u+ii�'y' u�V�;vj�ii��i;�
City of Tukwila
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
Re: Seattle Chocolate
1180 Andover Park W
Tukwila. WA 98188
MG2 Project Number: 16-5086-01
Tukwila Building Permit: D16-0180
Mr. ]erry Hight:
206 962 6500
MG2.com
Seattle Chocolate requests a revision to the approved permit documents for the Seattle Chocolate
tenant imqrovement oroiect. The location of the 3hr Fire Barrier has been revised toward the rear
(West) of the building in+lieu of toward the front (East). The current location of the 3hr fire barrier
impacts the operations of the facility.
Thus we have revised our building code summary non-separated mixed use caiculations (reference
revised Sheet G101). The revised layout stili maintains the minimum allowable square footage
(54,720 sf) for each of the fire areas (reference revised G201).
ihe 3hr Fire Barrier wall construction will remain as originally designed under UL design No. U415
reference revised Sheet G203). We have included plans, door types, details, and structural
drawings/calculations for the revised location (reference Sheets A202, A801, A901, 5-001, S-002, S-
003).
Seattle Chocolate also request this work to be completed in Spring 2017 to minimize the impact to
the facility's holiday operations.
5hould you require any additional information regarding this matter, please contact me at (206) 952-6513.
Thank you.
Sincerely,
H ry K asaki
As ate
c: Seattle Chocolate: Jean Thompson
MG2: File
RECEIVED
CiTY OF TUKWILA
a.UG 2 6 2016
PERMIT CENTER
;� f�' '�1
,.�� ,�� ,,� ' � �
3 �,,.
•
J u ly 8, 2016
Citv of Tukwila
Public Works Department - eob Giberson, Director
DaneUie LLC
1180 Andover Park W
Tukwila, WA 98188
RE: Seattle Chocolate
Tenant Improvement
1180 Andover Park West, Tukwila
Permit Number: D16-0180
To Whom It May Concern:
Al(an Ekberg, Mayor
In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works
has impfemented a cross-connection control program to protect the public water system from contamination via cross-
connection. Since the project included alterations to the existing plumbing system, the entire plumbing system must be
brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved
backflow prevention on the domestic, fire prevention and irrigation water supply lines to the building. The program
requires elimination or control of any cross-connection between the distribution system and a consumer's water system
by the installation of an approved backflow device. The City has determined that the building at the above address has
deficiencies on the landscape irrigation line.
The landscape irrigation deduct water meter is not compatible with the City automated meter reading system so it must
be manually read each month. The deduct meter needs to be replaced with a Sensus brand meter that is compatible.
The person that reads the meters informed Public Works that the landscape irrigation system is not being used. If that is
the case, the building owner can save some money each month if he chooses to eliminate the irrigation system
connection on their service and remove the sewer deduct meter.
If you need assistance to locate this deduct meter in the field, please contact Mr. Todd Reedy, Tukwila Water
Department, directly at (206) 433-1860 or (206) 571-6309.
The Public Works Director may withhold issuance of the Seattle Chocolate Tenant Improvement permit D16-0180 until
the deduct meter is replaced or removal is added to the scope of this permit.
Sincerely,
�
� r � � �'�
Joanna Spencer
Public Works Development Engineer
Joanna.spencer@tukwilawa.gov
206-431-2440
JS:Iw
cc: D16-0180 File
Mike Cusick, Senior Water and Sewer Engineer
Todd Reedy, Water Department
Henry Kurasaki, MG2
(W:PW Eng/Other/Joanna Spencer/Letter Danel(ie 070816)
6300 Building • 6300 Southcenter Soulevard Suite 100 • Tukwila, WA 98188 • 206-433-0179
Tukwita City Hat! • 6200 Southcenter Boulevard • Tukwita, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
�EF��I� �Q��� �O�Y
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0180 DATE: 05/08/17
PROJECT NAME: SEATTLE CHOCOLATE
SITE ADDRESS: 1180 ANDOVER PARK W
Original Plan Submittal Revision # before Pennit Issued
Response to Correction Letter # X Revision # 3 after Permit Issued
DEPARTMENTS:
aw� 5� � �` �'� a h � � �a��'
uildin Division� Fire Prevention Plannin Division
g � g �
�1 t��' �(°��h
Pu�ic Warks � Stcuctural � Permit Coordinator �
PRELIMINARY REVIEW: DATE: OS/09/17
Not Applicable � Structural Review Required �
(no approval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved
DATE:
DUE DATE: OC/OC)�1'%
� Approved with Conditions �
Corrections Required �
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zonifzg Issues)
DATE:
Permit CeiTter Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ �PW ❑ Stafflnitials:
iznsnois
� �. r � - ;� � �, � �: r,�. �:
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D 16-0180
DATE: 03/23/17
PROJECT NAME: SEATTLE CHOCOLATES
SITE ADDRESS: 1180 ANDOVER PARK W
Original Plan Submittal Revision # before Permit lssued
Response to Correction Letter # X Revision # 2 after Permit Issued
DEPARTMENTS:
y�� � 3 ���►7
Building Division �
� �� ���i��
Fire Prevention
Planning Division �
Public Works ❑ Structural � Permit Coordinator �
PRELIMINARY REVIEW: DATE: O3�ZgI17
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
Structural Review Required ❑
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O4�ZS/1%
Approved �
Corrections Required ❑
(corrections entered i�7 Reviews)
Notation:
REVIEWER'S INITIALS:
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
DATE:
Pernzil Cenler Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Stafflnitials:
i2nsrzois
PERMIT COORD COPY�
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0180 DATE: 08/26/16
PROJECT NAME: SEATTLE CHOCOLATE
SITE ADDRESS: 1180 ANDOVER PARK W
Original Plan Submittal
Response to Correction Letter #,
DEPARTMENTS:
�.f. �� 7�� ��
Buil ing Div�sion
�
Revision # before Permit Issued
X Revision # 1 after Permit Issued
�� �b�3��
Fire P'revention Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DATE: Og�3O�if)
Not Applicable ❑ Structural Review Required ❑
(no approval/review reguired)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O9�Z%I1C)
Approved � Approved with Conditions ❑
Corrections Required ❑
(corrections entered irr Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Peri�:it Cerrter Use Oitly
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
i zii aizoi a
RERMIT COORD CORY.
PLAN REVIEW/ROUTING SLIP
PERMIT NiTMBER: D 16-0180
PROJECT NAME: SEATTLE CHOCOLATE
SITE ADDRESS: 1180 ANDOVER PARK W
X Original Plan Submittal
Response to Correction Letter #,
DEPARTMENTS:
�� �• �•I�
Buil ing Division
�s ,A�wc, ���'�-��P
Public Works �
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review requi��ed)
REVIEWER'S INITIt1LS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
�� ��
Fire Prevention
Structural
DATE: 06/27/16
Revision # before Permit Issued
Revision # after Permit Issued
�_'�J� � � Y. //��`\I/
� v �
Planning Division
❑ Permit Coordinator �
DaTE: 06/28/16
Structural .Review Required �
DATE:
DUE DATE: O7IZC)�lE)
Approved with Conditions �
Denied �
(ie: Zo�aing Issues)
DATE:
Permit Center Use Oszly
CORRECTION LETTER 1VIAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
i2nanois
PROJECT NAME: S PERIVIIT N0: �`� �O
SITE ADDRESS: OIZIGINAL ISSUE DATE: �• �f,��_
����S��l� ���
IZEVISI�1�1 DATE ItECEIVED �'Y'A�'F ISS�T�D DATE STAFF
I+10. I1�ITIAL� I1�1IT'YAI.
� �• /Lln.11. / � .
of Revision:
IZEVISg01�1
1�1�.
of Revisi
I)ATE 1�C�IVED
a-a�� � �
REVISION D�1�'E �CEIVE�
1�10.
O,�
�ummary of Revision: i. �9,
Received by: �/�Gt.�
S'I'E1�'F � �SSiJIED ��'g']E
✓r
Received
� (please print)
STA�'� gSSi1ED DATE
��'g'gAg,S
�. � �11_t—�
Received
(please print)
ST'AFF
ST'AFF
(please print)
(please print)
(please printl
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc. '
Date: OS/OS/2017
Response to Incomplete Letter #
Plan Check/Permit Number: D 16-0180
Response to Correction Letter #
Revision # 3 after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Project Name: Seattle Chocolates '
Project Address: 1180 Andover Park West Tukwila, WA 98065
Contact Person: Joe Palmquist Phone Number: �206) 962-6492
Summary of Revision:
MG2 is submitting a revision to the approved pemut documents for the Seattle Chocolates tenant improvement proj ect.
After further code review, the proposed 3HR Fire Barrier is no longer required.
Thus, we have revised our building code summary Separated Mixed Use Calculations (reference revised Sheet G10] and
refer to the attached table document).
RECEiVE[3
CITY OF TUiC11�ItLA
MAY08�017
PERMIT CEN7E�d
Sheet Number(s): G 101, G201, G202, G203, A801, A901
"Cloud" or highlight all areas of revision including date of revision
Received at the Ciry of Tukwila Permit Center by:
❑ Entered in Permits Plus on
H:�Applications\Formc-Applications On Line�2010 Applications\7-2010 - Revision Submittal.doc
Revised: May 2011
City of Tukwila
Department of Comrrtunity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://wv,�r.Tukwilat�JA.�
REVISION
SUBMITTAL
Revision subinittals must be submitted in person at tl:e Permit Center.
Revisions will not be accepted tl:rough the mail, fax, etc.
Date: � �� � " � � Plan Checic/Permit Number:
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
�f Revision #� after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
D�b—�180
R�CEiVE�►
CITY OF TUKWIL/�.
MAR 2 3 �i7
PERMCT CEfVTER
Project Name: � �� C O r Q. �7
Project Address: � 0 I�C r �dr
Contact Person: �a � (.iJ O � � Phone Number: �a �'� ( ?j % ~ � � q I
Summary of Revision: �
% l� �s <c�� � rns �G� P �e� 3 -- o� r b � �r��a�
c'� �e u�. is i c� w� 1 I �o b e �,� ; 1�- � r� -� ��
u�2.�� a u5 �.
( �'r s r � � �5 �o�n � 5
r� �•c w4 � � , � �o w
� �-� � v� -� h� s �
Sheet Number(s): � U� � i��W `
"Cloud" or highlight all areas of revision includi
Received at the City of Tukwila Permit Center by:/�//_(/
�---Entered in i RAKiT on 3��' �
W:�Perrttit Center\Templares�EormsUtevision Submitial Formdoc
Revised: August 2015
. . %��'r�
.�
.-�
c� S W
of
~ clr4 W ��1 f
sti��5 c �' �
1
ri �t v4 f `r
City of Tukwila
Department of Communiry Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA. o�v
REViSION
SUBMITTAL
Revision submittals nzust be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, jax, etc.
Date: 8' �' �7 Plan ChecWPermit Number: p ����� 8 v
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
� Revision #� after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
0 Deferred Submittal #
Project Name: �A�?'T�' G�-ACoL�.T�
Project Address: 1 I$ o � 4�o V�12 {��12.1L t,J •
Contact Person: �-1.�R.''� N���f2.��IC-1 Phone Number: Zo6 - �I� Z•(oS 13
Summary of Revision:
�—� � S�fp t�c� L�4-'Tt = � 3i-� If� F1Y� ��R�R�1��.
�a c�.�.��� -� �,.,� c�s-�a.e.�c-r,�r vF�sc�,� �u �- N rS�
Ne �► U� -� r�«.�.��. r-�nw��t
1�y4� �-rD.t�JS M(�J 1 N� K M. �L.l.o W rk � L� "��C.1 �-K� i`aX�7A'4C � Fti ��Kr�..q,Q,
RECEIVED
ILA
AUG 2 6 2016
Sheet Number(s): Glol . C�� I, C�zoZ � U2�3r q2�2, Ab�ol , ARoI , S•w1_ S-�2 , S-o�3
r
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: �� ��
[� Entered in TRAKiT on U' vb' �(D
W:�Permit Center\Templates�FormsUtevision Submittal Form.doc
Revised: August 2015
TRISQUARE CONSTRUCTION I T �
I�lome }?s��aiiol Contt�ct
h
Safety & Health Claims & insurance
Washing#an State t5epartment of
Labor & 1�aduStrieS
TRISQUARE CONSTRUCTION LLC
Owner or tradesperson
Principals
WOLFF, DANIEL JOHN, PARTNER/MEMBER
Doing business as
TRISQUARE CONSTRUCTION LLC
PO BOX 626
LAKE STEVENS, WA 98258
425-610-7424
SNOHOMISH County
WA UBI No. Business type
603 074 598 Limited Liability Company
License
Page 1 of 2
�5earch L&I � �� �;�.,�
:\-Z Index Fielp Rl�- L,c� [
Workplace Rights Trades & Licensing
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
_... ............................................................. .......
Meets current requirements.
License specialties
GENERAL
License no.
TRISQCL894B0
Effective — expiration
01/20/2011— 01/31/2017
Bond
.. .
Developers Surety 8 Indem Co
Bond account no.
256039C
Received by L&i
03/30/2012
Bond history
Insurance
Ohio Security Ins Co
Poiicy no.
BKS57065230
Received by �&I
01/18/2076
$12,000.00
Eff2ctive date
04/0112012
Expiration date
Until Canceled
$1,000,000.00
Effective date
01/18/2016
Expiration date
01/18/2017
Insurance history
Savings
_......
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
_....,_....._ .............. . . ... _........................_.............
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during Yhe previous 6 year period, but some debts
may be recorded by other agencies.
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603074598&LIC=TRISQCL894B0&SAW= 07/22/2016
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PROJECT TEAM
ARCHITECT: MECHANICAL & PLUMBING ENGINEER:
MG2 CORPORATION METRIX ENGINEERS /
1101 SECOND AVE, SUITE 100 1131 SW 7TH STREET `
SEATTLE, WA 9$101 SUITE 110
PHONE: (206) 962-6513 RENTON, WA 98057
. CONTACT: SCOTT MILLER, PE
CONTACT: JOE PALMQUIST PHONE: (425) 336-2822
EMAIL: FAX: (425) 336-2802
JOE.PALMQUIST@MG2.C�M �
3
BUILDING DEPARTMENT ELECTRICAL ENGINEER:
CITY OF TUKWILA CASE ENGINEERING
C4MMUNITY DEVELOPMENT 19515 NORTH CREEK PARKWAY
DEPARTMENT PERMIT CENTER BOTHELL, WA 98011
6300 SOUTHCENTER BLVD., PHONE: (425) 402-9400
SUITE 100 FAX: (425) 402-9402
TUKWILA, WA 98188
PHONE: (847) 923-4420
OWNER:
SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
CONTACT: JEAN THOMPSON
PHONE: (425) 264-2800
DEFERRED SUBMITTALS
1. FIRE PROTECTION
2. SIGNAGE
3. OPERABLE PARTITION
ABBREVIATIONS AND S
AFF ABOVE FINISHED FLOOR (SLAB)
BLK BLOCK
BLKG BLOCKING
BO BOTTOM OF
CL CENTERLINE
CLG CEILING
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
DBL DOUBLE
DIM DIMENSION
DTL DETAIL
B EX EXISTING
ELEC ELECTRICAL
FF FINISH FLOOR
FL FLOOR
FIN FINISH
FRT FIRE RETARDANT TREATED
GA GAUGE
SYMBOLS
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DRAWING INDEX
N L
G101 COVER SHEET
G201 OVERALL LIFE SAFETY PLAN
G202 FIRST FLOOR LIFE SAFETY PLAN - EAST
G203 LIFE SAFETY PLANS AND DETAILS �
DEMOLITION
D2Q1 DEMOLITION PLAN - SOUTH
D202 DEMOLITION PLAN - NORTH
3
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ARCHITECTURAL
A101 ARCHITECTURAL SITE PLAN
2 L -S T �2
A21 I SH �
A301 REFLECTED CEILING PLAN
A401 EXTERIOR ELEVATION, SECTION, DETAILS
A701 ENLARGED RESTROOM PLAN
A702 RESTROOM INTERIOR ELEVATIONS
S T R E V
A801 WALL TYPES AND PARTtTION DETAILS
A901 DOOR SCHEDULES & HARDWARE �
�,.� . .. _,� . . _ . ..� _ . .�. _ .,r.� .� /�
MECHANICAL, ELECTRICAL, PLUMBING
M-0.1 MECH LEGEND, SCHEDULES, AND NOTES
MD-1.1 MECHANICAL DEMOLITION PLAN
M1.1 HVAC FLOOR PLAN
P-0.1 PLUMBING LEGEND AND NOTES
P-0.2 PLUMBING SCHEDULES
P-1.0 UNDERGROUND PLUMBING PLAN
P-1.1 PLUMBING FLOOR PLAN
E0.1 LEGEND AND SCHEDULES
E0.2 RISER DIAGRAM & PANEL SCHEDULES
E0.3 SCHEDULES AND DETALS
ED1.0 DEMOLITION PLAN
E1.0 ELECTRICAL POWER FLOOR PLAN
E2.0 LIGHTING FLOOR PLAN
E2.1 LIGHTING PARTIAL PLAN - WALKWAY
EL2.0 EMERGENCY LIGHTING FLOOR PLAN
EL2.1 EMERGENCY LIGHTING FLOOR PLAN
YMBOLS
GWB GYPSUM WALLBOARD
HM HOLLOW METAL
HT HEIGHT
MECH MECHANICAL
MTL METAL
MIN MINIMUM
MISC MISCELLANE�US
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
OPP OPPOSITE
PLAM PLASTIC LAMINATE
PLY WD PLYWOOD
RCP REFLECTED CEILING PLAN
SIC SUPPLIED AND INSTALLED BY CONTRACTOR
510 SUPPLIED AND INSTALLED BY OWNER
SIM 51MILAR
SIV SUPPLIED AND INSTALLED BY VENDOR
DETAIL INTERIQR ELEVATION
DETAIL IDENTIFICATION
CUT LINE - DEFINES THE
2 DETAILED ELEMENT
A7.O� SHEET WHERE
DRAWN
WALL SECTION
�DETAIL IDENTIFICATION
2
A7.p'I CUT LINE - DEFINES THE
DETAILED ELEMENT
SHEET WHERE DRAWN
EXTERIOR ELEVATION
$ DETAIL IDENTIFICATION
A3,O2 SHEET WHERE DRAWN
�DETAIL IDENTIFICATION
5.03 6
SHEET WHERE DRAWN
Level 1 WORK, CONTROL
O�-O'� AFF OR DATUM POINT
NORTH ARROW
PROJECT NORTH
ARROW
TRUE NORTH
INDICATOR
DOOR MARK
�-DOOR CODE -
O REFER TO
SCHEDULE
SOIC
SPEC'D
STL
STRUCT
TO
T&G
TYP
UON
VCT
VERT
VIF
W/
WIO
WD
W PT
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SUPPLIED BY OWNER,
' INSTALLED BY CONTRACTOR
SPECIFIED
STEEL
STRUCTURAL
-roP aF
TONGUE AND GROOVE
TYPICAL
UNLESS OTHERWISE NOTED
VINYL COMPOSITION TILE
VERTICAL
VERIFY IN FIELD
WITH
WITHOUT
WOOD
SIMULATED WOOD PLANK TILE
ROOM NAME AND NUMBER DETAIL VIEW BUBBLE
ROOM NAME
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xxX ( i
WINDOW NUMBER XX �� _ _. � _ .��
xO AXXX
KEY NOTES
�REVISION DELTA & CLOUD
XX
FINISH TAGS
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WALL TYPE TAGS
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EXIT SIGNS FINISH HEIGHT & TYPE 'I O�-O�� GWB
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GENERAL NOTES
1. DO NOT SCALE THE DRAWINGS.
Z. VERIFY FIELD CONDITI�NS PRIOR TO COMMENCEMENT OF EACH PORTIDN OF THE WORK.
3. THE CONTRACT DOCUMENTS, WHICH INCLUDE THE AGREEMENT, THE GENERAL CONDITIONS, DRAWINGS, AND SPECIFICATIONS, ARE
COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL
PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUiION OF DISCREPANCtES PRIOR TO
CONSTRUCTION.
4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED.
5. DOORS AND CASED OPENINGS INQICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6
INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED
BETWEEN ADJACENT WALL INTERSECTIONS.
6. GENERAL CONTRACTOR RESPONSIBLE FOR PROVIDING GENERAL SPECIFICATIONS AND INFORMATION TO ALL SUBCONTRACTORS.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FAMILIARIZING THEMSELVES WITH THE LANDLORD TENANT CRITERIA MANUAL AND LANDLORD
RULES AND REGULATIONS FOR CONSTRUCTION. CONSULT LANDLORD FOR CONTACT INFORMATION AND FOR ANY REQUIRED SUBCONTRACTORS
8. BARRIERS: PROVIDE TEMPORARY BARRICADES, FENCES, AND COVERS AS NECESSARY TO PROTECT EXISTING FACILITIES, AND TO PREVENT PUBLIC
ENTRY TO CONSTRUCTION SITE.
9. DUST CONTROL: PROVIDE TEMPORARY ENCLOSURES AS NECESSARY TO PREVENT PENETRATION OF DUST INTO OCCUPIED AREAS SEPARATE FR�M
WORK AREAS, DAMAGE TO OPERATING SYS7EMS AND COMPONENTS, AND TO CREATE ENVIRONMENTAL CONDITIONS NECESSARY FOR THE PROPER
INSTALLATION OF MATERIALS AND SYSTEMS.
10. NOISE CONTROL: PROVIDE NECESSARY PRECAUTIONS AS REQUIRED BY THE OWNER AND LANDLORD.
11. ALL STOREFRONT FRAMING TO BE STRUGTURALLY INDEPENDENT OF LANDLORD'S BULKHEAD AND SELF-SUPPORTING FR�M THE TENANT'S FLOOR
SLAB. DO NOT WELD, DRILL, SCREW OR SHOOT INTO LANDLORD'S STRUCTURE,
PR�JECT INFORMATit�N
PROJECT: SEATTLE CHOCOLATES - FACTORY TOUR AND RETAIL EXPERIENCE
ADDRESS: 1180 ANDOVER PARK WEST TUKWILA, WA 98065
PROJECT DESCRIPTION:
C�MMERCIAL 7ENANT IMPROVEMENT PROJECT ON THE GROUND FLOOR OF AN EXISTING FACTORY (FUTURE MEZZANINE - NIC).
SCOPE TO INCLUDE CONSTRUCTION OF NEW INTERIOR WA�LS AND DOORS, EXTERIOR FINISHES, ANQ NEW INTERIOR FIXTURES AND
FINISHES. NO CHANGES TO THE BUILDING FOOTPRINT, HEIGHT, OR USE, INSTALL FIRE BARRIER, RENOVATE MERCANTILE AND
BUSINESS AREAS AS INDICATED, EXTERIOR IMPROVEMENTS AS INDICATED
FUTURE WORK (NIC) - INSTALL NEW MEZZANINE AND WHEELCHAIR LIFT F�R FACTORY TOUR.
VICINITY MAP
SEATTLE
CHOCOLATES
PROJECT SITE
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BUILDING C�DE SUMMARY
APPLICABLE CODES: WASHINGTON STATE BUILDING CODE, 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL EXISTING
BUILDING CODE, 2012 INTERNATIONAL MECHANICAL CODE, 2012 INTERNATIONAL FIRE CODE, 2012 UNIFORM
PLUMBING CODE, 2012 WASHINGTON STATE ENERGY CODE, WASHINGTON STATE AMENDMENTS
OCCUPANCY GROUP(S) (IBC 302): B(BUSINESS}, M(MERCANTILE), F-1 (MANUFACTURING), S-1 (WAREHOUSE}
BUILDING SQUARE FOOTAGE: GROUND FLOOR: 62,172 MEZZANINE: 1,655 (FUTURE/NIC)
*MEZZANINE AREAS DO NOT COUNT TOWARD ALLOWABLE BUILDING SQUARE FOOTAGE, BUT DO COUNT T4WARD OCCUPANT
LOAD/PLUMBING FIXTURE CALCULATIONS.
LEVEL 2 ALTERATION AREA: 3,114 SF
LEVEL 3 ALTERATION AREA: 1,655 SF (FUTUREINIC)
CONSTRUCTION TYPE (IBC 503): 3B AND 4(EXISTINGINO CHANGE)
B USE GROUP M USE GROUP S-1 USE GROUP F-1 USE GROUP
MAX # OF STORIES 3 2 2 2
MAX BLDG HEIGHT 55' 55' 55' 55'
MAX SF PER FLOOR 19,000 12,500 17,500 12,000
INCREASE EXCEPTIONS (IBC 506): REQUIRED
Aa = [At + (At X Lf) + (At + Ls)J If = [FIP - .25] W/30 Aa = [At + (At X Lf) + (At + Ls)]
At =12,000 SF = [974/1,200 - .25] 1 = [12,000 + (12,000 X .56) + (12,000 X 3)
F = 974 = .56 =12,000 + 6,720 + 36,000
P =1,200 = 54,720 SF
W=30 _
SEPA TED MIXED USE (IBC 508.4): �
OCCUPANCY ACTUAL AREA ALLOWABLE AREA (Aa) RATIO �
� B 9,973 SF 118,560 SF 0.084
F-1 13,796 SF 74,880 SF ' 0.184 �E ����
M 2,294 SF 78,000 SF 0.029 h
S-1 37,774 SF 109,200 SF 0.346 �f:i�'i�� �O. '" �.�
TOTAL: A�43-< 1
� o�qa�
Pi�n r�v���,� u4��r����1 iil �u�'�ci to errors �n� ar�i:��ie��
.. 1
Appaaval c�� cn��3����;���U� c�vr��a��� c��� r��at F��,,�oyi��
INCIDENTAL USE AREAS (IBC 302): N/A "'''�---� ��-''
^. �,_
th� lllt)I��I��► Of €��1�' �l�C��i�9t! COd� Oi' t�l'�itt�;i��63. F�nWw:i,�
BUILDING OCCUPANT LOAD CALCULATION (IBC TABLE 1004.1.1):
af appr�vs� �=:;�id � and ea���i����� i�^ ��l�n��J����.���1:
BUSINESS AREAS -100 SFlPERSON, 9,973 SF, OCCUPANTS =100 yJ
OCCUPANTS = 77 d'�' �
MERCANTILE AREAS - 30 SF/PERSON, 2,294 SF, )1 �
MANUFACTURING AREAS -100 SFIPERSON, 13,796 SF, OCCUPANTS =138 �a��� r
WAREHOUSE AREAS - 500 SF/PERSON, 37,774 SF, �CCUPANTS = 76 ����� ��T -�-���j=�
BUILDING TOTAL = 391 OCCUPANTS FIRE SEPARATION ASSEMBLIES• E�UlLC�P�� �li01��0�1
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
SEATTLE CHOCOLATES
CHOC4LATE FACTORY TQUR
1180 ANDOVER PARK WEST
TUKWILA,INA 98065
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FIRE RESISTANCE RATINGS FIRE WALLS (IBC TABLE 706.4): NIA
FOR BUILDING ELEMENTS (IBC TABLE 601): FIRE BARRIERS I.E. EXIT ENCLOSURES (IBC TABLE 707.3.10): N/A �
3B 4 SHAFT ENCLOSURES (IBC 708): N/A
STRUCTURAL FRAME 0 HT FIRE PARTITIONS I.E. UNIT SEPARATION (IBC 709): NIA
BEARING WALLS SMOKE BARRIERS (IBC 710): � � } � � VpEvisic)ni ;+��~�Y�����.��...� .;
EXTERIOR 2 � SMOKE PARTITIONS IBC 711 : /qNo chan �s sh��� h�: r��;�d� t p� n
( ) . . o th . �r. _ p�
INTERIOR Q AS PER 602.4.6 j of �^,. r!< <�ritha:.:t pr�;;.�r approv�l of
EXITACCESS CORRIDORS (IBC TABLE 1018.1): �A ?'� !<U;i!a gt1;;tlirt� pivision.
NON-BEARING WALLS .;t,,:::... �tJT:: C;evi icns �viil req�;rc a ne�v plan submitt�i
EXTERIOR (IBC TABLE 602) 0 0 � � .. + a�fa ►��Y �����!de a�+�i�ion�l plan rev:�v�r fe�s ,
INTERIOR 0 AS PER 602.4.6 � SEPAR��'� P�,����+1T � �""' �� �
FLOOR CONSTRUCTION 0 HT REQUIi�`�a.� ����
ROOF CONSTRUCTI�N 0 HT �ecnanical
MIXED USE AND FIRE SEPARATION (IBC 707.3.9 AND TABLE 508.4): NOT REQUIRED (IBC TABLE 508.4) �Electncal
� �Plumbing
EXTERIOR WALL OPENING PROTECTION (IBC TABLE 705.8): NOT REQUIRED ��,s Piping
AUTOMATIC SPRINKLER SYSTEM (IBC 903.0): EXISTING C�iy of Tukwila
STANDPIPE SYSTEM (IBC 905): EXISTING BUILDING Bl�,�?�'� M�iVI�lON
PORTABLE FIRE EXTINGUISHERS (IFC 906.1 }: REQUIRED
IN ACCORDANCE WITH NFPA 10, COMMERCIAL KITCHEN EXHAUST HOOD, AREAS WFIERE FUEL IS DISPENSED, WHERE FLAMMABLE 4R
COMBUSTIBLE LIQUID IS USED, EACH COMPLETED FLOOR OF A BUILDING UNDER CONSTRUCTION, LABORATORIES, SHOP OR OTHER
SIMILAR PURPOSE, WHERE REQUIRED BY CHAPTER 35F
FIRE ALARM & DETECTION SYSTEM (IBC 907.2): EXISTING BUILDING
SMOKE AND HEAT VENTS (IBC 910.2.1): REQ'D FOR UNDIVIDED AREA OF 50,000 SF OR MORE (NOT REQ'D WITH FIRE BARRIER)
MEANS OF EGRESS ILLUMINATION (IBC 1006): REQUIRED (NOT LESS THAN ONE FOOT-CANDLE AT FLOOR LEVEL)
ILLUMINATED EXIT SIGNS (IBC 1011): REQUIRED
COMMON PATH OF TRAVEL (IBC 1014.3): MAX. 100' (B, S, F), MAX. 75' (M� REQUIRED �ECEfVED
LESS THAN 100', LESS THAN 75' PROVIDEQ. COTy pF TUK1N�Lp►
SPACES WITH ONE MEANS OF EGRESS (IBC 1015.1}: MAX. 49 OCCUPANTS FOR B, M, F. MAX. 29 OCCUPANTS FOR S. MAY 0 8 2017
EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1016.1): MAX. 250' (M, S, F), MAX. 3Q0' (B) REQUIRED
LESS THAN 250', LESS THAN 300' PROVIDED PER�Ii CENTER
MINIMUM EXITS (IBC 1021 AND 1015.2.1}: 3 EXITS REQUIRED
5 EXITS PROVIDED
SEPARATE EXITS MIN 113 LENGTH OF MAXIMUM DIAGONAL BUILDING DISTANCE; BUILDING DIAGONAL = 406'-10" X 113 =135'-8" (332'-5" PROVIDED)
EGRESS WIDTH (IBC 1005.1):
STAIRS 17 OCCUPANTS X.3" = 5.1" (36"} REQUIRED, 84" PROVIDED
OTHER EGRESS COMPONENTS 391 OCCUPANTS X.2" = 78.2" REQUIRED, 216" PROVIDED
AREA OF REFUGE (IBC 1007.3): NOT REQUIRED
MAXIMUM DEAD END (IBC 1018.4): 50'
DRAFTSTOPPING (IBC 718): NOT REQUIRED ''
. � , �, , ,
INTERIOR WALL AND CEILING FINISHES (IBC TABLE 803.9): � '
VERTICAL EXITS, EXIT PASSAGEWAYS: CLASS B
EXIT ACCESS CORRIDORS AND OTHER EXITWAYS; CLASS C
ROOMS AND ENCLOSED SPACES: CLASS C
PLUMBING FIXTURE REQUIREMENTS (IBC CHAPTER 29):
MAXIMUM TRAVEL DISTANCE TO PUBLIC TOILET FACILITIES 500'
MAXIMUM TRAVEL DISTANCE TO EMPLOYEE TOILET FACILITIES 500'
MAXIMUM TRAVEL DISTANCE TO DRINKING FOUNTAIN 500'
MINIMUM NUMBER OF FIXTURES REFER TO CHART
JUSTIN A. HILL, ARCHITECT
� ..... _.... . .
7511
REGtST�RED
ARCHITECT
STlN A. HILL
STATE OF WASFiINGTOf�
� MG2. All rights reserved. No part oF thls document moy be reproduced in
any form or by any �esns without permission In writi ng from MG2.
0 DATE DESCRIPTION
_.7- ' Q8.0416, �F1ELD:F2E�11Si(�t�l
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2 08.24.16 BARRIER WALL REVI510N
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16-5074-02
PM: JOE PALMQUIST
DRAWN: �M.�...�
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��6�E CC�j� LIA�ICE
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KEY PLAN
SCALE: 1/64" = 1'-0"
LIFE SAFETY PLAN NOTES
GOODWILL
J RECEIVED
C1TY OF TUKI�IILA
MAY 0 8 2017
PER�IT CENTER
1. THIS DRAWING REPRESENTS A DESIGN DIAGRAM AND DQES NOT REPRESENT A
DEFINITIVE PLAN FOR THE EXACT LOCATION AND EXTENT OF THE FIRE AND LIFE SAFETY
FEATURES REPRESENTED ON THIS DRAWING. SEE THE APPROPRIATE DRAWINGS
PREPARED BY THE SPECIFIC DISCIPLINE TO DETERMINE THE EXACT LOCATION AND
EXTENT OF FIRE AND LIFE SAFETY FEATURES.
2. LIFE SAFETY PLAN INDICATES CRITICAL LOCATIONS FOR TRAVEL DISTANCES, DEAD END
CORRIDORS AND COMMON PATH OF TRAVEL.
3. PROVIDE MINIMUM CLEAR EGRESS WIDTH OF 36".
4. FIRE EXTINGUISHERS SHALL BE SPACED WITHIN 75'-0" OF ANY POINT ON THE FLOOR.
5. VERIFY ACCESSIBLE ROUTES OF TRAVEL. DO NOT EXCEED SLOPES OF 5% WITH CROSS
SLOPES 2% MAX.
6. ALL GLAZING SHALL CONFORM TQ SAFETY GIAZING REQUIREMENTS OF APPLICABLE
CODES.
7. FIXTURES SHOWN ARE FOR REFERENCE ONLY.
8. A FIRE 5AFETY & EVACUATION PLAN IS TO BE LOCATED AT EACH EGRESS POST WHERE
VISIBLE TO THE PUBLIC. INDICATE PROPER MEANS OF EGRESS AND ALL'EXITS WITHIN
THE SPACE. �
�
f EXIT SIGN � FIRE EXTINGUISHER -�- FIRE EXTINGUISHER
�
, MERCANTILE (M)
30 SF 1 PERSON
W� AREA = 2,294 SF
BUSINESS (B)
��� 100 SF 1 PERSON
W AREA = 9,952 5F
� ��� � NOTUSED �
BUILDING EXIT 33" CLEAR WIDTH
165 CAPACITY
CABINET
�' WAREHOUSE (5-1)
; �`,� 500 SF l PERSON
� :� AREA = 37,774 SF
� �` MANUFACTURING (F-1)
��� 100 SF I PERSON
� AREA =13,796 SF
TD= 50'-0"
i� i�� NEW OR M�DIFIED
� PATH OF TRAVEL
_ . _ _ _ _ EXISTING
PATH OF TRAVEL
t�CCUPANCY CALCULATIONS
OCCUPANCY TYPE OCCUPANCY LOAD FACTOR AREA NUMBER OF
OCCUPANTS
MERCANTILE (M) 30 SF (GROSS) I OCC 2,294 SF 77
BUSINESS (B) 100 SF (GRbSS) / OCC 9,952 SF 100
MANUFACTURING (F-1) 1D0 SF (GROSS) / OCC 13,796 SF 138
WAREHOUSE (S-1) 500 SF (GROSS) I OCC 37,774 5F 76
TOTAL 62,182 SF 391
LUMBIN� FIXTURE CALCULATIC7IVS
�TED ELSEWHERE IN BUILDING WATER CLOSET LAVATORY
VE RETAIL ANQ BUSINESS AREAS ONLY M F M F
�,5 FEMALE
!, SHOWER - NOT REQUIRED, DRINKING FOUNTAIN -1/1000, ,077 .077 .051 .051
MALE
iHOWER - NOT REQUIRED, DRINKING FOUNTAIN -1I100,
SHOWER DRINKING
FOUNTAIN
NR .077
2.00 2.00 1.25 1.25 NR
3 3 2 2 0
3 3 2 2 0
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
11$0 ANDOVER PARK WEST
TUKWILA, WA 98065
JUSTIN A. HILL, ARCHITECT
�
7511
REGISIEREO
ARCNITECT
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STEN A. FilLL
STATE OF WASHINGT�N
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� MG2. All rfghts reserved. No part oi this document may be reproduced in
any (orm or by any ieans without permission In writing irom MG2.
0 DATE DESCRIPTION
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SERVICE 16-5074-02
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DRAWN: MC, CL
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TOTAL TD = 81'-0" OR 57'-6"
7
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FII�ST FLC�OR KEY PLA�I
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RECEIVED
CITY OF 1'U�WILA
MAY 0 8 2017
PER�IT CENTER
KEY
� EXIT SIGN a FIRE EXTINGUISHER -�- FIRE EXTINGUISHER
CABINET
_ _; � MERCANTILE (M) ';%� �f WAREHOUSE (S-1)
' � 30 SF / PER50N � ��'� � ' 500 5F / PERSON
. �� r•--- AREA = 2,294 SF "�� AREA = 37,774 SF
�+ ' BUSINESS (B) � �� MANUFACTURING (F-1)
_g� 100 SF / PERSON �� 100 SF / PERSON
� AREA = 9,952 SF �`;y � AREA = 13,796 SF
TD= 50�—��
; ��E " NOT USED 3 � i i NEW OR MQDIFIED
_ �...� e,��_r.,,,�
� PATH OF TRAVEL
BUILDING EXIT 33" CLEAR WIDTH EXISTING
165 CAPACITY ----- pATH OF TRAVEL
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
JUSTIN A. HILL, ARCHITECT
�� � �
REGISTEREO
ARCHlTECT
STIN� ��,
STATE OF �YASkINGTON
� MG2. All rights reserved. No part oi this document may be reproduced in
any form or by any �eans without permisslon in writi ng irom MG2.
0 DATE DESCRIPTION
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KEY
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+ EXIT SIGN a FIR� EXTINGUISHER -� �IRE EXTINGUISHEf2
� CABINET
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30 SF / PERSON � 500 SF / PERSON
� � ��
� AREA = 2,294 SF � AREA = 37,774 SF
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�� 100 SF / PERSON 100 SF I PERSON
~ AREA = 9,952 SF AREA =13,796 SF
TD= 50�'��
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�#� NOT USED 3 i i i NEW OR MODIFIED
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKVIlILA, WA 98065
JUSTIN A. HILL, ARCHITECT
7511
REGISTf'kEp
ARCHITECT
�' �
ST1N A. HILl.
StA1E Of WASNINGiON
�
O MG2. All rlghts reserved. No part ot thls document mey be reproduced in
any form or by any �eans wlthout permisslon In writing from MG2.
� DATE DESCRIPTION
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2 08.24.16 BARRIER WALL REVI510N
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16-5074-Q ��E COI�iPLIAN
PM: JOE ALMQU ST����
DRAWN: C�AY 0 9 Z017
�It}/ O� �U�d��a
LIFE S iv si
AND DETAILS
1
� F
2
NOTES
1. ALL INSULATI�N SHALL HAVE MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SM�KE
DEVELOPED INDEX OF 450 IN ACCORDANCE WITH CBC 720.2.
2. PROVIDE MOISTURE OR MOLD RESISTANT GWB AT RESTROOMS, AND BEHIND DRINKING FOUNTAIN.
3. FIRE RATING AND SOUND TRANSMISSION COEFFICIENTS ARE BASED UPON THE ASSEMBLIES
SHOWN WITHOUT INSULATION, UNLESS NOTED OTHERWISE. �
E
4. REFER TO WALL DETAILS FOR TERMINATIONS, CONNECTIONS, PENETRATIONS AND INTERSECTIONS.
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5. SEPARATE BACK TO BACK ELECTRICAL OR OTHER UTILITY BOXES BY AT LEAST ONE STUD BAY IN
SINGLE STUD WALLS AND TWO STUD BAYS IN STAGGERED STUD OR DOUBLE STUD WALL
ASSEMBLIES.
6. SEAL ALL DUCT, CONDUIT OR PIPING PENETRATIONS THROUGH ACOUSTICALLY RATED
CONSTRUCTION T� PREVENT DIRECT CONTACT USING RESILIENT NON-HARDENING CAULK. USE
FIRE-RATED ACOUSTICAL CAULK IN FIRE-RATED CONSTRUCTION.
7. STAGGER ALL JOINTS WHENEVER TWO OR MORE LAYERS �F GWB ARE SCHEDULED.
8. SECURE BATT INSULATION TO THE STRUCTURE AS REQUIRED TO PREVENT SAGGING OR
DISPLACEMENT.
9. CONFORM TO UL ASSEMBLY # NOTED FOR EACH RATED WALL TYPE.
WALL TYPE:
DENOTES PLAN
CONFIGURATION
DENOTES SECTION
CONFIGURATION
�— DENOTES INSULATION
' 0�
PLAN
NC�N-RATED
5l8" GWB
METAL
STUDS
INSULATION
IF NOTED
� 3-5/8" METAL STUD
��,� 6" METAL STUD
I NSULATIC)�:
�n NONE
� ACOUSTICAL INSULATION
�t THERMAL INSULATION: R19 MIN
�b MATCH EXISTING
PLAN
NON-RATED
5/8" GWB (ONE
SIDE)
METAL STUDS
INSULATION IF
NOTED
3 1-1/2" METAL STUD
4 2-1/2" METAL STUD
��� 3-518" METAL STUD
��� 6" METAL STUD
K3
0
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� FULL HT. PARTITI�� DETAIL
�"'� `'� J SCALE: 3" = 1'-0"
V �
I�OT USED
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NEW 5/8" GWB
(E) METAL
STUDS
INSULATION
IF EXIST
�—� EXIST MTL STUD
� 6
BLC�CKI R1C DETAI L
SCALE: 1" = 1'-0"
SECTIC��
_ LINE OF
CEILING
SECTfON
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SCALE: 1-1/2" = 1'-0"
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A801
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PARTIAL HEIGHT WALL
SECTION � NCJT USED ��
RECEIVED
CITY OF TUKWILA
MAY 0 8 2017
PER�lIT CEI�TER
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
JUSTIN A. HILL, ARCHITECT
7511
RECISiEREO
ARCHftECT
STI�(� A. H�(,L
STATE OF WASFIINCiON
..,....-----'-�"""`~-.-
� MG2. All rlghts reserved. No part ot thls documeni mey be reproduced in
any form or by any neans without permisslon In writi ng from MG2.
0 DATE DESCRIPTION
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2 08 24 16 BARRIER WALL REVISION
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16-5074-02
PM: JOE PALMQUIST
DRAWN: CS, MC, CL
WALL TYPES &
PARTITI�N DETAILS
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WIDTH
FULL GLASS
H�I FRA�IE
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JIRE GLASS,
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GYPSUM BOARD PER SCHEDULE
STEEL STUD ANCHOR
HOLLOW METAL FRAME
SCHEDULED DOOR
SE�TION: HaLL4W
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h � SCALE: 3" = 1'-0"
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6 ____1_ � ____ � _..._ _ ____ I - $ I
DOOR AND FRA�E SCHEDULE 0
NO. LOCATION DOOR
DETAIL FIRE FIRE HDWR.
WIDTH HEIGHT MATERIAL TYPE MATERIAL HEAD JAMB SILL RATING RATING SET REMARKS SIGNAGE
100 ENTRY 6'-0" EX AL & GL EX AL & GL EX EX ADA = = EX EXISTING DOOR EXIT
101 FACILITY ACCESS 3'-0" 7'-0" HM D HM A1 A2 01 KEY PAD ACCESS EXIT
102 FACILITY ACCESS 3'-0" 7'-0" HM � HM A1 q2 - - - 01 KEY PAD ACCESS EXIT
103 HALLWAY 3'-0" 7'-0" HM A HM A1 A2 - - - 02 - NONE
104 WOMEN'S ROOM 3'-0" 7'-0" HM A HM A1 A2 ' ' ' 03 - WOMEN'S ROO
105 MEN'S ROOM 3'-0" 7'-0" HM A HM A1 q2 - - - 03 - MEN'S ROOM
106 OFFICE ACCESS 3'-0" 7'-0" HM A HM A1 q2 _ _ _ 01 KEY PAD ACCESS -
107 FACTORY ACCESS 3'-0" 7'-a" HM E HM A1 A2 - Z - - 04 - EXIT ACCESS
108 FLEX SPACE 1 3'-0" 7'-�" HM F HM A1 q2 _ _ _ 05 - -
109 FACTORY ACCESS 3'-�" 7'-0" HM A HM A1 p,2 - 2 - - 06 - -
110 FLEX SPACE 2 3'-0" 7'-0" HM F HM A1 A2 - 2 - - 05 - -
111 FACTORY ACCESS 3'-0" 7'-0" HM A HM A1 A2 - - - 06 - -
112 MAINTENANCE 3'-0" 7'-0" HM A HM A1 A2 - 2 - - 07 - -
113 EXISTING OFFICE 3'-0" EX HM EX HM EX EX - - - EX EXISTING DOOR '
114 EXISTING OFFICE 3'-0" EX HM EX HM EX EX - - - EX EXISTING DOOR '
115 EXISTING OFFICE 3'-0" EX HM EX HM EX EX - - - EX EXISTING DOOR EXIT ACCESS
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PUSH SIDE ��N•
FORWARD APPROACH
MIN. CLEARANCE AT INTERIOR DOORS
NOTE:
1. FLOOR OR LANDING ON EACH SIDE
OF DOOR IS LEVEL AND CLEAR.
2. SURFACE SLOPE 4F THE LEVEL
AREA (EXTERIOR DOORS) SHALL NOT
EXCEED 1:48 SLOPE.
PROVIDE THIS ADDITIONAL SPACE IF
DOOR IS EQUIPPED WITH BOTH A
LATCH AND A CLOSER
n�A��uvE�i�� AT Doo�s
C5�--------
SCALE: 1" = 1"
O
EXIT
ROUTE
�� +�r �
�_• a
A EXIT B EXIT RC
9" MIN
� � �. TACTILE SIGN WITH
,' CONTRASTING BACKGROUND
��
/�,
� �. AT SINGLE EGRESS DOORS
� ,� MOUNT ON LATCH SIDE OF
,� w � DOOR. AT DOUBLE EGRESS
� z w z � DOORS MOUNT TO THE
� w_1J�'�' W
`� 18" MIN. Q-���-- RIGHT OF THE RIGHT HAND
�� CLR. o�m m z� DOOR. EXIT SIGNS SHALL BE
� F— p Q LOCATED ON THE APPROACH
�� ,� w„ c~i� v SIDE OF THE DOOR AS ONE
�� z o¢�� EXITS THE SPACE.
� ���_"'
� - o� �
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iACTILE EXIi/ EXIT ROUT
�� SCALE: 1/2" = 1'-0"
E SIGN
GENERAL DC�OR NOTES
A. FOR EXISTING EXITING DOOR, GC TO VERIFY HARDWARE TO BE COMPLIANT WITH LOCAL CODE 1 REGULATIONS. IF S0,
GC TO COORDINATE WITH TENANT REPRESENTATIVE REGARDING RE-USE
B. ALL DOOR SIZES SHOWN TO BE FIELD VERIFIED PRIOR TO FABRICATION
C. PROVIDE LEVER TYPE HANDLES THAT DO NOT REQUIRE GRASPING ABILITY
D. ALL EXIT DOQRS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT
E. MAXIMUM EFFORT TO OPEN DOOR SHALL BE 5 LBS MAXIMUM
HARDUVARE SE�`S 0
SEE SECTION SPECIFICATION SHEETS FOR FINISHED HARDWARE SPECIFICATIONS:
QUANTITIES LISTED FOR EACH DOOR:
01. HW SET 01 - OFFICE: 4. HW SET 04- EGRESS: 6. HW SET 06 - FACTORY ACCESS:
(3) HINGE (3} HINGE (3) HINGE
(1) OFFICE LOCKSET (1) LEVER HARDWARE (1) PASSAGE LOCK5ET
(1) CLOSER (1) CLOSER (1 j CLOSER
(3) SILENCER (3) SILENCER (3} SILENCER
(1) GASKET (1) GASKET
02. HW SET 02 - PASSAGE: (1) PANEL HARDWARE
(3) HINGE
(1) PASSAGE LOCKSET 7. HW SET 07 - MAINTENANCE:
(1) CLOSER 5. HW SET 05 - FLEX SPACE: (3) HINGE
{3) SILENCER (3) HINGE (1) STOREROOM LOCKSET
(1) PUSHIPULL HARDWARE (1) SILENCER
03. HW SET 03 - RESTROOMS: (1) CLOSER (3} CLOSER
{3) HINGE (3) SILENCER (1) GASKET
(1) PUSH/PULL
{1) CLOSER
(3) SILENCER
(2) MOP PLATE
WALL MOUNTED SIGNAGE
TO BE LOCATED ON LATCH
SIDE OF DOOR. MOUNT AT
60" TO CENTERLINE OF SIGN
FROM FLOOR. FOIC �-�
�
- C� �
LETTERING � � �
RAISED 1/32" �
HEIGHT OF ���
LETTERING 5l$" MIN. . .. s
TO 2" MAX.
UPPERCASE SANS
SERIF CHARACTERS
CORRESPONDING
GRADE II BRAILLE
9��
MIN
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8" MIN��I I /
CLR. � �
NOTE: BRAILLE DOTS ARE 1/10" O.C. IN EACH CELL WITH 3/10"
SPACE BETWEEN CELLS, MEASURED FROM THE FIRST COLUMN
OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN
THE SECOND CELL. BRAILLE DOTS ARE RAISED 1132".
AC�ESSIBLE
A� SCALE: 1 /2" = 1'-0"
DUOR SYIVIBtJLS
RECEIVED
CITY OF TUKWILA
MAY 0 8 Z01�
P�RMIT CENTER
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
� , �'� , . ^�adu�isMc�S�6�3 " �+`�,"h �
� �'�' ���:
� :, ' ,�"
��� a `.
�. �
JUSTIN A. HILL, ARCHITECT
7511
REGISTERED
aRCNirECT
v
STIN A. HILL
S1pTE OF WAShlINCiON
m MG2. All rights reserved. No part ot thls document mey be reproduced in
any form or by any oeans without permisslon in writi ng irom MG2.
0 DATE DESCRIPTION
'i ` t�8 t1416 �Fl�l.�t i��1((S1Cittl, �
��... ��; .,. .,,:.. �.,�..;:..�..,.... .,�..,_,. ��� _..,.�..,; , . �.,.< ...'�.
2 08 24 16 BARRIER WALL REVISION
;�; t}5 Q� 17, ��}�i��:l�t� WALL'�t��1151{3N ;;
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REVIEWED FOR
CODE C061��'LIA�ICE
A�6�P���V�D
MAY 0 9 �Q17
Cifj/ Q� �G�WI�a
BUILDIi�� al�'ISION
_.�-� __ .
16-5074-02
PM: JOE PALMQUIST
DRAWN: CS, MC, CL
SCHEDULES &
LEGENDS
:i
;�
'�
E
EXIT
FOUR
8 � 7 6
5 4 3 2 1
� , 37,_6�� itYpicai) � � , , , �
� � � ; 243' ' ' � '
A -- �� ' ' � � --
� -A
�
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o ; � ; , � ,
, � � , , � .
Q � � � EXIT PATH (typical) � 225' � ; ' �
�" � q� e Q 0 p O 9 0 9 b■ A Fl O O�! ■ B■ 0 B 0 O p O■ C 0 O 6 O 0 o O■ o� 0 O 0■ q C 0 O 0■ 0�- Y 0 O 0 0 O �! �J m■ 0■ A O■■ 0 B B A 0 0 A 0■ O B 0� 0 Y m!0 Y 0 O O� O O 0 9 CJ m Y � 9 0 O� Y 6 p 0 O 0 O 0 0. O 0 Y s 0 0 O O a 0 F^J 0■ 0 Y■� r
I �
� I � 1 ' !�( � � 0
� ��
� � ' � � ' � � Exit Three
� , � , , � � m
�
�
m � • i i � � i a '�
o , � , , � � m
� � ; 8x10 � � ; 8x10 � a
� 3070 ' Overhead � New Demising Wall � � Overhead � m
�
�, ; � / ; (along Beam Line "B") ; ; � �
� !G � � , '
g-- - --
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� � ; � ; in warehouse ; � ; ° � Exit Five
� �
o � � ; � not shown, but � ; ' m o
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.� q � i � emergency exit path � � � �
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p � p i � � �Y" � � eaa�` r��/ o nnoe� THRIEE �01 f�r 0 ,%
° 5g� � � , � Mezzanine and � �z�� 0 -
�o.�o.amo�ea4.esm��a.m0 � ; TourWalkayabove ; , � � 0 `� /
.
� ' � this area is not shown � . � '�-� ' ° �9�
� ; � i N e , Q Tasting
� 0 a
i �CV ■
---- ---------------------�----------------- -- � ---- - � � `t: ; � � Training �c� o,•
_ ,.�� ____�� �__�__�_ _.._^_��_..__�__�______��____���_�� _�_�_��__L_��____��^ __�p._____r.__ ____ y�� �__�_��_^�___��� 0 -C
� "'� � e � m ' � ----------:tr ------------ - �--
. � . . � � � � � m 1 � � � 0 O
' Production Area � ' 4 ° o
� I � � i � � P a o a o e� o a m 4�;�s� 33� �O
, � � � ■ I �DoY 7� a � G0� op
� i 1 � � i �� i�� i� � �i S.O
1 � I m e o m■ u n o 0 0� o o � O
� � � �"e ZJ' ; ,r����. v� a ; oo� GeneralOffice
� � ; 26' e Warehouse � � 0 K i t c h e n
' Employee's ; 0� eJ��� Candy a Data
� , . � . 82' �
� � � Break Room, � � m ; Sales e Storage
; � � i Restrooms, ; o � � Conference �
' � ' EXIT & Lockers � m ; Womens ���' (walls not shown) �
� ; � FIVE (walls not shown) � . � ; Restroom ° 36'
. � � � � o � �
G•-- ' --- -----------------}-------- - -�---r----�---- - --- -----°----------------------- ---G
� 9 30' ' � � � . o
� �
ui a 0
$ 7 6 cJ � ■ ' Mens e
� • �ntry Restroom °
, � m Hall �
� „ � o
o , •
Genera�Office �;���, mmaoe �..,�ee�e.0 .0.mom�ee4.o°ooma0am..oa
- � . ' � 55'
(walls not shown) o'� � EXIT �
, r ,
� �� � � �
Exit Four (on far end)
t`
58�
�
3
� Andover Park West ---�
REVISlONS
�3o chan��� sh�►1 h� made to the sc�p�
� �� ���V��� ���i`���:5 �}�3�.:� �{�.r�io�i�f l'�
� i q� S� 7,�� ��[:F���� ���i��'3iQn.
�h��3 a� P Qf? �� '' �, ,s �;��I r��ire a n��•�c �t�� su�a�itta�
�if� i'CF��y iiti z�!�"L' 2'�u �lO�t� ()��'i fGVl�it,l ��QS. �
�
EXIT
ONE
,���.:;�z t,'��"� F���s��;".��T
�`E�'���i.dcE i��.J ���:
Cl�"�'M�ChaniCal
L��ectricat
C�.Ptumbing
C�as Piping
C;i��y of Tukwila ;
��-��9 �?�;.��� DI`�I�ION I
�
�� �.. �.. � ���
.
� �" : ''; ; �' �:�� / �
�
Pl�n r�v���r ��;�rav�1 i� �ubj�ei #o errors and �r�;i��tan�.
Approval �� ca����ri��tion c3�w�rmer��� c���� n�t �uii���i�e
t4�e vioi�tian �fi any �dopt�d �de Qr ard�n�nce R��Ui,st
of approva� Fisid d�onc�i�ions is k oE I�d��c1:
BJ: G��' �
aa�e. 3-- � �--1�
_ ,�,
Cify of T�k�i!$
�u��.o��� ����s�o�v
�
From Outside Looking into Front Entrance
From front entrance looking into Entry and Candy Sales
(Tasting Room & Training Room is on the far end)
From Tasting Room looking into Warehouse
From Warehouse looking into Tasting Room
and at the stairs leading up to the Tour Walkway
In Warehouse looking East just past thetoading Dock doors
v' _
r �.
.
REVIEWED
COQE C4iViP!
AP'6�ROV
;',
;' i�AR 2 $ �
j.
� ^-
C;'tfj� t�f �"Uh
�� � �� (.�.A�d�.
RECEIVED
CITY OF TUKWILA
�A� 23 Za��
PER�lIi CEPVTER
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fi�. 'L ,�„ . � �� ,�
���� � ���n���; �� `��
� g�
All dimensions & wall locations
on this plan are approximate, only,
and must be verified on site.
Footprint of building as shown
is 65,507 sf
c��� �l� f�o �. = z� � S 1 � -� � ��.
CE
17
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Scale: 1 /16" = 1'-0"
Drawn: 3-12-17
Rev: 3-15-17
Rev:
Rev:
��'Y�s� � �;.��r�41 y��}��� ���� � � fi 3
�� 7'�;� y �}� § ?� � ��
� � `�� i � �w �"`.�s���,`�����,�;�Y ��''WE�v�'y��' �4 ".. R��y';
)S?�i�x�i �3 1 k,i� t}} � �� ttiie�� ��
%�jf`��'�`� � �� � � ��'� �'��° � � ���,;t���,� �z{qt?�� �t�'
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1 of 2
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�d �� M
�� �Ali existin o nections ��'0 `� . . � �
g� o o e�C s��� �c� �� o� ��, o�F �-I �-e �a l I e,a.�.l� s� d� .
of posts, gluel�ms, and � � � ,
5
purlins have v�ry secure 3 1/2" x 10" purlins will have GWB on them �� c�.� ,�"g�` Roof Deckin
metal connect�ons �� � � � % �,n 9
, �, p���.� , . � y� ,
1J�e�r'� G��cSS `� ►'�� �
� �~ � � �
"�--- � Id �r C��� `� �� x ����`4'rvD `( ( e����
�
5 1 /2" x 27"
Gluelam Beam 2 la ers of 5/8" �W� on both sidE
37'-6" Iong of the beam u to bottom of roof
P
decking. Aiso 2 layers ofi 5/8" GVi
on the bottom of the beam
(notched around the purlins)
-�-�r�� x
2 layers of 5/8" GWB on all
four sides of posts
9" x 9 1 /2"
wood posts
37'-6" OC
(prox 20'-10" tall)
End view of posts along Beam Line "�"
ITEM AW REV'S
NO. OPEN
01 0.00
ADJUSTING
WHEEL (AW)
9" x
wood
(t�
The new metal stud wal
will be centered on the v
posts, and will be directl
below the gluelam bearr
that is above the new w�
Concrete Slab on gra
2-13/16" �--
�„� �.,�.� �.,�,
COILSIDE ELEVA710N
RIGHT HAND OPERATED DOOR SHOWN
LEFT HAND OPERATED DOOR OPPOSITE
CLEAR OPENING WIDTH
5� —�
3/4"...13/16"
�
--� 2-13/16"
INSIDE GROOVE TO INSIDE GROOVE
NOMINAL
SIDEROOM
AT BRACKET
165'F FUSIBLE
LINK
30VERNOR
roPs
UIDE
s"
BRACKET
ABOVE
3 1/2" x 10" purlins butt
into gluelam 8'-0.' OC� ,.,��, ,,� _� ., , . , �
FUSE _
BOTH N 1
SIDES �
� �; ; _:
, ��,
� $= S� ,
i>,�'-,
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EXPANSION
CLEARANCE 1-1/2"
VERTICAL SECTION
13"
U.L. & F.M. RATING
It.01 : UL 3 HOUR LABEL.
It.01 ; ULC NOT REQUIRED.
It.01 : FM NOT REQUIRED. t'
u GUIDE SECTION
NOTE : WIDTH QC IS IMPORTANT AND MUST BE HELD
DOOR ITEM HAND CUST. WIDTHS HEIGHTS GUIDE . FOR BRACKET
QiY. N0. OPER. N0. A C E B D F N X Y
2 01 RH 8' 0" 8' 6-1/4" 10' 0" 10' 2" 11' 6-1/2" 3-1/4" 16-1/2" 15"
Fronfi View of neuv metal stud vvall that will be consfructed between existing v�rood posts, and b�low the existing gluelam beam.
This v�rill be a 24�3 fioot long demising �nrall under ��am Line "�" The height o�F the metal stud vvall varies slightly, but is pro� 20'-10" tall.
FSGF2
GENERAL NOTES 5/8" GWB 1' y�e X`� F� i�e�,e�, G��
5/8" GWB �°'��;Q, �. < < ct
DESIGNED TO IAW U.L. SPECIFICATIONS �
FOR AUTOMATIC CLOSURE IN EVENT OF FIRE.
CURTAIN IS 22 GA STEEL CROWN TYPE.
ENDLOCKS ON EACH END OF EVERY OTHER SLAT.
GUIDES ARE STRUCTURAL THREE ANGLE.
HOODS ARE 24 GA GALVANIZED STEEL.
SHOP COAT OF RUST INHIBITIVE PRIMER ON
NONGALVANIZED STEEL SURFACES. ALL
GALVANIZING PER ASTM A-653 STANDARDS.
DOOR(S) OPERATED BY MEANS OF REDUCTION
GEARS WI7H LIFT EFFORT NOT TO EXCEED
25 LBS. [111 N] ELECTROGALVANIZED HAND CHAIN
FURNISHED WITH PAbLOCKABLE CHAIN KEEPER.
IMPORTANT !!
DOOR(S) MUST BE INSTALLED IN ACCORDANCE
1MTH NFPA 80 AND LOCAL FIRE AND BUILDING
CODES. FUSE RELEASES MUST BE LOCATED
NEAR THE aPENING AND AT OR NEAR THE
CEILING ON EACH SIDE OF THE WALL.
THE EXPANSION CLEARANCE AS SHOWN MUST
BE HELD TO ALLOW VERTICAL EXPANSION OF
THE DOOR(S) IN EVENT OF FIRE - ALLOWING
THE DOOR(S) TO DROP.
NOTES:
CUR7AIN FINISH: GALV STEEL PAINTED GRAY
BOTfOM BAR FINISH: STEEL SHOP PRIMED BLACK
GUIDE FINISH: STEEL SHOP PRIMED BLACK
HOOD(S) FINISH: GALV STEEL PAINTED GRAY
ASTRAGAL ON BOTTOM BAR
STANDARD 20,000 CYCLE BARREL
In addition to the two 3-hour rated
8' x 10' overhead doors, Cressy
Door will also supply & install the
two 307Q 3-hour rated man doors,
complete with the proper hardware
`•�� � ��
a Division of Overhead Door Carporatian
FIRE STAR FIRE DOOR MODEL : 702
PROJECT :
Seattle Chocolates
Arc�n :
SLAT LENGTH G.C. :
oisTe � CRESSY DOOR CO., INC.
8' 4'
DISTR P.O. N0. : PREPARED BY :
N.Fabianich
REVISION ORDER N0,
00001507249
3/06/2017
DWG. N0.
OF
43 H - 18 gauge
high strength studs 24" OC
�
4"
Certainteed or Ultraliner 1" Shaft Liner Panels
Certainteed or Ultraliner 1" Shaft Liner Panels
sis�� �wB i��� �' �� �c`rr�c,or�e C „
�
Top 0/iev�r of Studs
Studs will be securely attached to the tracks, but the tracks are designed
to allow for downward deflection of the beam above the wall.
Ba�talion Chief Don Tomaso and Captain Andy Nevens of the
Tukwila Fire Department have made. a preliminary examination
of existin fire alarm s stem. No chan es are antici ated exce t
for relocatin a cou le of items attached to one of the osts. p
An relocation of fire alarm arts must be by a fire alarm com an .
Prior to buildin final, the fire de arment will inspect the site and y
veri that all fire alarm s stem is ok as-is and that the exit ath
�Y Y � p
sig nage is proper. The 165 degree fusible links for the roll-up doors
will be located on both sides of the wall near the to of the wall.
, p
.•
t
�
ad
�
�
{�EVjE 1NED FOR
�QQE COIVIPLIAi�CE
10.P�'i��'�I�l�
. :, c�1AR 2 8 2Q11
i.
Cjfy �� �'c���i9�
BUILDI�l� �1Vt�lt��i
Studs and wall design was submitted by Brandon Ste�han of
SCAFCO Corp oration's Engineering Department. This meets ,
both UL-U417 & UL-V451. This same desi n would work on
a wall up to 25'-8" tall. Compatible tracks w�ll be used.
The wall and all components meefi 3-Hour Barrier requirements.
This includes all doors, penetrations, and junctions at the bottom
of the roof deck, etc.
R�CEIVED
CITY OF TU�C'W'ILA
MAR 23 201�
��i���� �r�����
These tvvo pages of plans are
f�e�ision I�ur�iber Tvvo
Tukvvila Building Perrr�i� D� 6-0180
All dimensions & wall locations
on this plan are approximate, only,
and must be verified on,site.
— ,
� � ;,, :
.
Scale:
Drawn:
Rev:
Rev:
Rev:
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ARCHITECT: MECHANICAL & PLUMBING ENGINEER:
MG2 CORPORATION METRIX ENGINEERS
1101 SECOND AVE, SUITE 100 1131 SW 7TH STREET
SEATTLE, WA 98101 SUITE 110
PHONE: (206) 962-6513 RENTON, WA 98057
FAX: (206) 962-6499 CONTACT: SCOTT MILLER, PE
CONTACT: HENRY KURASAKI PHONE: (425) 336-2822
EMAIL: FAX: (425) 336-2802
HENRY.KURASAKI@MG2.COM
BUILDING DEPARTMENT ELECTRICAL ENGINEER:
CITY OF TUKWILA CASE ENGINEERING
COMMUNITY DEVELOPMENT 19515 NORTH CREEK PARKWAY
DEPARTMENT PERMIT CENTER BOTHELL, WA 98011
6300 SOUTHCENTER BLVD., PHONE: (425) 402-9400
SUITE 100 FAX: (425) 402-9402
TUKWILA, WA 98188
PHONE: (847) 923-4420
OWNER:
SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
CONTACT: JEAN THOMPSON
PHONE: (425) 264-2800
DEFERRED SUBMITTALS
1. FIRE PROTECTION
2. SIGNAGE
3. OPERABLE PARTITION
ABBREVIATIONS AND S
AFF ABOVE FINISHED FLOOR (SLAB)
BLK BLOCK
BLKG BLOCKING
BO BOTTOM OF
CL CENTERLINE
CLG CEILING
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
DBL DOUBLE
DIM DIMENSION
DTL DETAIL
EX EXISTING
ELEC ELECTRICAL
FF FINISH FLOOR
FL FLOOR
FIN FINISH
FRT FIRE RETARDANT TREATED
GA GAUGE
SYMBOLS
K3
sv�^�auro�i���i 1;��,��,�r�la
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DRAWING INDEX
GENERAL
G101 COVER SHEET
G202 FIRST FLOOR LIFE SAFETY PLAN - EAST
G203 LIFE SAFETY PLANS AND DETAILS
D201 DEMOLITION PLAN - SOUTH
D202 DEMOLITION PLAN - NORTH
ARCHITECTURAL
A101 ARCHITECTURAL SITE PLAN
A - 2
A202 FLOOR PLAN - WAREHOUSE
1 I
A301 REFLECTED CEILING PLAN
A401 EXTERIOR ELEVATION, SECTION, DETAILS
A701 ENLARGED RESTROOM PLAN
A702 RESTROOM INTERIOR ELEVATIONS
A743 SALES FLOOR INTERIOR ELEVATIONS
A801 WALL TYPES AND PARTITION DETAILS
A901 DOOR SCHEDULES & HARDWARE
A931 FINISH SCHEDULE
MECHANICAL, ELECTRICAL, PLUMBING
M-0.1 MECH LEGEND, SCHEDULES, AND NOTES
MD-1.1 MECHANICAL DEMOLITION PLAN
M1.1 HVAC FLOOR PLAN
P-0.1 PLUMBING LEGEND AND NOTES
P-0.2 PLUMBING SCHEDULES
P-1.0 UNDERGROUND PLUMBING PLAN
P-1.1 PLUMBING FLOOR PLAN
E0.1 LEGEND AND SCHEDULES
E0.2 RISER DIAGRAM & PANEL SCHEDULES
E0.3 SCHEDULES AND DETALS
ED1.0 DEMOLITION PLAN
E1.0 ELECTRICAL POWER FLOOR PLAN
E2.0 LIGHTING FLOOR PLAN
E2.1 LIGHTING PARTIAL PLAN - WALKWAY
EL2.0 EMERGENCY LIGHTING FLOOR PLAN
EL2.1 EMERGENCY LIGHTING FLOOR PLAN
YMBOLS
GWB GYPSUM WALLBOARD
HM HOLLOW METAL
HT HEIGHT
MECH MECHANICAL
MTL METAL
MIN MINIMUM
MISC MISCELLANEOUS
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
OPP OPPOSITE
PLAM PLASTIC LAMINATE
PLY WD PLYWOOD
RCP REFLECTED CEILING PLAN
SIC SUPPLIED AND INSTALLED BY CONTRACTOR
SIO SUPPLIED AND INSTALLED BY OWNER
SIM SIMILAR
SIV SUPPLIED AND INSTALLED BY VENDOR
DETAIL INTERIOR ELEVATION
DETAIL IDENTIFICATION
CUT LINE - DEFINES THE
2 DETAILED ELEMENT
A7.O1 SHEET WHERE
DRAWN
WALL SECTION
'AIL IDENTIFICATION
2
A7.O'I -CUT LINE - DEFINES THE
DETAILED ELEMENT
SHEET WHERE DRAWN
EXTERIOR ELEVATION
$ DETAIL IDENTIFICATION
A3.OZ SHEET WHERE DRAWN
�DETAIL IDENTIFICATION
5.03 6
SHEET WHERE DRAWN
Level 1 WORK, CONTROL
O�-O" AFF OR DATUM POINT
NORTH ARROW
PROJECT NORTH
ARROW
TRUE NORTH
INDICATOR
DOOR MARK
�-DOOR CODE -
O REFER TO
SCHEDULE
SOIC
SPEC'D
STL
STRUCT
TO
T&G
TYP
UON
VCT
VERT
VIF
w�
W10
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WPT
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SUPPLIED BY OWNER,
INSTALLED BY CONTRACTOR
SPECIFIED
STEEL
STRUCTURAL
TOP OF
TONGUE AND GROOVE
TYPICAL
UNLESS OTHERWISE NOTED
VINYL COMPOSITION TILE
VERTICAL
VERIFY IN FIELD
WITH
WITHOUT
WOOD
SIMULATED WOOD PLANK TILE
ROOM NAME AND NUMBER DETAIL VIEW BUBBLE
ROOMNAME �____�
xxX � �
WINDOW NUMBER )()( ``, � � � � ��
O�i/�/�X
KEY NOTES
REVISION DELTA & CLOUD
XX
FINISH TAGS
�
XX-#
WALL TYPE TAGS
#XX
EXIT SIGNS FINISH HEIGHT & TYPE 'I O�-O�� GWB
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GENERAL NOTES
1. DO NOT SCALE THE DRAWINGS.
2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK.
3. THE CONTRACT DOCUMENTS, WHICH INCLUDE THE AGREEMENT, THE GENERAL CONDITIONS, DRAWINGS, AND SPECIFICATIONS, ARE
COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL
PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF DISCREPANCIES PRIOR TO
CONSTRUCTION.
4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED.
5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6
INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED
BETWEEN ADJACENT WALL INTERSECTIONS.
6. GENERAL CONTRACTOR RESPONSIBLE FOR PROVIDING GENERAL SPECIFICATIONS AND INFORMATION TO ALL SUBCONTRACTORS.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FAMILIARIZING THEMSELVES WITH THE LANDLORD TENANT CRITERIA MANUAL AND LANDLORD
RULES AND REGULATIONS FOR CONSTRUCTION. C4NSULT LANDLORD FOR CONTACT INFORMATION AND FOR ANY REQUIRED SUBCONTRACTORS
8. BARRIERS: PROVIDE TEMPORARY BARRICADES, FENCES, AND COVERS AS NECESSARY TO PROTECT EXISTING FACILITIES, AND TO PREVENT PUBLIC
ENTRY TO CONSTRUCTION SITE.
9. DUST CONTROL; PROVIDE TEMPORARY ENCLOSURES AS NECESSARY TO PREVENT PENETRATION OF DUST INTO OCCUPIED AREAS SEPARATE FROM
WORK AREAS, DAMAGE TO OPERATING SYSTEMS AND COMPONENTS, AND TO CREATE ENVIRONMENTAL CONDITIONS NECESSARY FOR THE PROPER
INSTALLATION OF MATERIALS AND SYSTEMS.
10. NOISE CONTROL: PROVIDE NECESSARY PRECAUTIONS AS REQUIRED BY THE OWNER AND LANDLORD.
11. ALL STOREFRONT FRAMING TO BE STRUCTURALLY INDEPENDENT OF LANDLORD'S BULKHEAD AND SELF-SUPPORTING FROM THE TENANT'S FLOOR
SLAB. DO NOT WELD, DRILL, SCREW OR SHOOT INTO LANDLORD'S STRUCTURE.
PROJECT INFORMATION
PROJECT: SEATTLE CHOCOLATES - FACTORY TOUR AND RETAIL EXPERIENCE
ADDRESS: 1180 ANDOVER PARK WEST TUKWILA, WA 98065
PROJECT DESCRIPTION:
COMMERCIAL TENANT IMPROVEMENT PROJECT ON THE GROUND FLOOR OF AN EXISTING FACTORY (FUTURE MEZZANINE - NIC).
SCOPE TO INCLUDE CONSTRUCTION OF NEW INTERIOR WALLS AND DOORS, EXTERIOR FINISHES, AND NEW INTERIOR FIXTURES AND
FINISHES. NO CHANGES TO THE BUILDING FOOTPRINT, HEIGHT, OR USE. INSTALL FIRE BARRIER, RENOVATE MERCANTILE AND
BUSINESS AREAS AS INDICATED, EXTERIOR IMPROVEMENTS AS INDICATED
FUTURE WORK (NIC) - INSTALL NEW MEZZANINE AND WHEELCHAIR LIFT FOR FACTORY TOUR.
VICINITY MAP
SEATTLE
CHOCOLATES
PROJECT SITE
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6 I 7 I 8
BUILDING CODE SUMMARY
APPLICABLE CODES: WASHINGTON STATE BUILDING CODE, 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL EXISTING
BUILDING CODE, 2012 INTERNATIONAL MECHANICAL CODE, 2012 INTERNATIONAL FIRE CODE, 2012 UNIFORM
PLUMBING CODE, 2012 WASHINGTON STATE ENERGY CODE, WASHINGTON STATE AMENDMENTS
OCCUPANCY GROUP(S) (IBC 302}: B(BUSINESS), M(MERCANTILE), F-1 (MANUFACTURING), S-1 (WAREHOUSE)
BUILDING SQUARE FOOTAGE: GROUND FLOOR: 62,172 MEZZANINE: 1,655 (FUTURE/NIC)
*MEZZANINE AREAS DO NOT COUNT TOWARD ALLOWABLE BUILD�NG SQUARE FOOTAGE, BUT DO COUNT TOWARD OCCUPANT
LOAD/PLUMBING FIXTURE CALCULATIONS.
LEVEL 2 ALTERATION AREA: 3,114 SF
LEVEL 3 ALTERATION AREA: 1,655 SF (FUTURE/NIC)
;
CONSTRUCTION TYPE (IBC 503}: 3B AND 4(EXISTING/NO CHANGE)
B SE ROUP M USE GROUP S-1 USE GROUP F-1 USE GROUP
U G
MAX # OF STORIES 3 2 2 2
MAX BLDG HEIGHT 55' 55' 55+ 55'
MAX SF PER FLOOR 19,000 12,500 17,500 12,000
INCREASE EXCEPTIONS (IBC 506): REQUIRED
Aa = [At + (At X Lf� + (At + Ls)] If = [F/P - .25] W/30 Aa = [At + (At X Lf) + (At + Ls)]
At =12,000 SF = [974/1,200 - .25] 1 = [12,OOQ + (12,000 X .56) + (12,000 X 3)
F = 974 = .56 =12,000 + 6,720 + 36,000
P =1,200 , = 54,720 SF
W=30
NON-SEPARATED MIXED USE (IBC 508.3): PERMITTED FOR 54,720 SF OR LESS (NOTE: EXISTING EXCEEDS ALLOWABLE SQUARE FOOTAGE)
ALLOWABLE SQUARE FOOTAGE OF MOST RESTRICTIVE COMBINATION OF USE GROUP AND CONSTRUCTION TYPE: 3B AND F-1, PLUS
INCREASE EXCEPTIONS. 62172 SF > 54,720 SF
FIRE BARRIER REQUIRED TO CREATE FIRE AREAS. FIRE BARRIER TO HAVE 3-HOUR FIRE RESISTANCE RATING, AS PER IBC 707.3.10
PROPOSED FIRE BARRIER TO SEPARATE SPACES WITHIN THE WAREHOUSE
FIRE AREA 1: 52,988 SF FIRE AREA 2: 9,184 SF 52,988 SF < 54,720 SF /�
(NCIDENTAL OS�AF�EA� (IBC 302): N�A - - -
BUILDING OCCUPANT LOAD CALCULATION (IBC TABLE 1004.1.1):
BUSINESS AREAS -100 SF/PERSON, 9,973 SF, OCCUPANTS =100
MERCANTILE AREAS - 30 SF/PERSON, 2,294 SF, OCCUPANTS = 77
MANUFACTURING AREAS -10Q SF/PERSON, 13,796 SF, OCCUPANTS =138
WAREHOUSE AREAS - 500 SF/PERSON, 37,774 SF, OCCUPANTS = 76
BUILDING TOTAL = 391 OCCUPANTS
FIRE RESISTANCE RATINGS
�� REVISIONS
, R�o changes shall be made to thp scopa
, of wori< without prior approval of
Tuk�vi(a Building Division.
RlOiE: Revisions �rrill require a new plan submittat
and may include additional ptan review fees.
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KWI LA, WA 98065
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FOR BUILDING ELEMENTS (IBC TABLE 601): FIRE SEPARATION ASSEMBLIES:
3B 4 FIRE WALLS (IBC TABLE 706.4): N/A
STRUCTURAL FRAME 0 HT FIRE BARRIERS I.E. EXIT ENCLOSURES (IBC TABLE 707.3.10): 3-HOUR
BEARING WALLS SHAFT ENCLOSURES (IBC 708): N/A
EXTERIOR 2 2 FIRE PARTITIONS I.E. UNIT SEPARATION (IBC 709): N/A
INTERIOR 0 AS PER 602.4.6 SMOKE BARRIERS (IBC 710): N/A
NON-BEARING WALLS SMOKE PARTITIONS (IBC 711): N/A �, ���� e �'� C�
EXTERIOR IBC TABLE 602 0 p EXIT ACCESS CORRIDORS (IBC TABLE 1018.1): NIA� .
( ) Pl�r� ravi �p��r�v�l is sub���# to errors and or�i��lor��.
�
INTERIOR 0 AS PER 602.4.6 Approyai f consrriacaion docum�n�s doas no� ��riho��i�Q
FLOOR CONSTRUCTION 0 HT th� violati n of �ny adopfe� c�tl�a �� c�rdinance. ����i,Ji
ROOF CONSTRUCTION 0 HT of apprav ��inl and cnndi�iQ��� i ac now6�d��od:
MIXED USE AND FIRE SEPARATION (IBC 707.3.9 AND TABLE 508.4}: 3-HOUR AT F-1 OR S-1 IF REQUIRED, 2-HOUR AT M OR B IF REQUIRED �
Y�
EXTERIOR WALL OPENING PROTECTION (IBC TABLE 705.8): NOT REQUIRED D te: ,^,,,,�,,,,;_,_,�C��j
AUTOMATIC SPRINKLER SYSTEM (IBC 903.0): EXISTING
STANDPIPE SYSTEM (IBC 905): EXISTING BUILDING ��� ��u���
PORTABLE FIRE EXTINGUISHERS (IFC 906.1): REQUIRED �u'�'�� �'�,�'��
IN ACCORDANCE WITH NFPA 10, COMMERCIAL KITCHEN EXHAUST HOOD, AREAS WHERE FUEL IS DISPENSED, WHERE FLAMMABLE OR JUSTIN A. HILL, ARCHITECT
COMBUSTIBLE LIQUID IS USED, EACH COMPLETED FLOOR OF A BUILDING UNDER CONSTRUCTION, LABORATORIES, SHOP OR OTHER
SIMILAR PURPOSE, WHERE REQUIRED BY CHAPTER 35F
FIRE ALARM & DETECTION SYSTEM (IBC 907.2): EXISTING BUILDING 7511
SMOKE AND HEAT VENTS (IBC 910.2.1): REQ'D FOR UNDIVIDED AREA OF 50,000 SF OR MORE (NOT REQ'D WITH FIRE BARRIER) REGIS?ERED
ARCNITECT
MEANS OF EGRESS ILLUMINATION (IBC 1006): REQUIRED (NOT LESS THAN ONE FOOT-CANDLE AT FLOOR LEVEL)
ILLUMINATED EXIT SIGNS (IBC 1011): REQUIRED sTIN A. HILL
STATE OF WASt11NGTON
COMMON PATH OF TRAVEL (IBC 1014.3): MAX.100' (B, S, F), MAX. 75' (M) REQUIRED p FO ��
LESS THAN 100 ; LESS THAN 75' PROVIDED �'�VIEV�
Ci���' C� ���'�
SPACES WITH ONE MEANS 4F EGRESS (IBC 1015.1): MAX. 49 OCCUPANTS FOR B, M, F. MAX. 29 OCCUPANTS FOR S. P►P`��
EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1016.1): MAX. 250' (M S, F), MAX. 300' (B) REQUIRED ��p 01 2�1�
+ m MG2. All rights reserved. No part of this document may be reproduced (n
any form or by any means without permission in wrRing from MG2.
LESS THAN 250', LESS THAN 300' PROVIDED .
MINIMUM EXITS (IBC 1021 AND 1015.2.1): 3 EXITS REQUIRED �� ofYu w►�a � DATE DESCRIPTION , '
Y 3 �
gUILD1NG ��VISIO � ; :aa o� �� ����� ��vis�o�v `' . . _ ':; :�
5 EXITS PROVIDED �. � t <<. �.. _�, ,� � � �
2 08 24 16 BARRIER WALL REVISION
., Y
SEPARATE EXITS MIN 1/3 LENGTH OF MAXIMUM DIAGONAL BUILDING DISTANCE; BUILDING DIAGONAL = 406'-10" X 1/3 =135'-8" (332'-5" PROVIDED) '' ' �
�. ����,...,. � .. , �
EGRESS WIDTH (IBC 1005.1): _
�� ' aC ' > ', , ;
STAIRS 17 OCCUPANTS X.3" = 5.1" (36"} REQUIRED, 84" PROVIDED �` ` '�
, .�f... ..: ,N,__��� ��.. _.: .. _,,a ._ _.,:. _.._.. „
OTHER EGRESS COMPONENTS 391 OCCUPANTS X.2" = 78.2" REQUIRED, 216" PROVIDED �;��.� ;� „ ��� �" �-� ��,
� . . ... . . . ` � , . . .. .. , z .. ... .. .. . .. �.. ... �.�., .. , ._::�
AREA OF REFUGE (IBC 1007.3}: NOT REQUIRED �
_ _ ._ ,
RECEtVECt -�
; ;� ;
MAXIMUM DEAD END (IBC 1018.4): 50' , _ , � , < .. . : LL , _ . . _, ,
CITY OF TUKWtLA
DRAFTSTOPPING (IBC 718): NOT REQUIRED � _, _ ,�
INTERIOR WALL AND CEILING FINISHES (IBC TABLE 803.9}: AUG 2 6�016 ��� ��� <�' �'
VERTICAL EXITS, EXIT PASSAGEWAYS: C�ASS B PERMIT CENTER 16-5074-02
EXIT ACCESS CORRIDORS AND OTHER EXITWAYS: CLASS C PM: HENRY KURASAKI
DRAWN: CS, MC
ROOMS AND ENCLOSED SPACES: CLASS C
PLUMBING FIXTURE REQUIREMENTS (IBC CHAPTER 29): . COVE R S H E ET
MAXIMUM TRAVEL DISTANCE TO PUBLIC TOILET FACILITIES 500' �' �.
MAXIMUM TRAVEL DISTANCE TO EMPLOYEE TOILET FACILITIES 500'
MAXIMUM TRAVEL DISTANCE TO DRINKING FOUNTAIN 500'
MINIMI 1M Nl1MRFR nF FIXTURES REFER TO CHART
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JUSTIN A. HILL, ARCHITECT
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STATE Of WASHINGTON
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OVERALL LIFE
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��� p�'T'LiKW►�d JUSTIN A. HILL, ARCHITECT
gU1LD4NG ��VISION
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r:u�...,_�,. �,.�__u�.��; UL U415 - SYSTEM G L PATH OF TRAVEL
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7511
REGISTEREO
ARCHITECT
J STIN A. HfLL
STATE Of WASI;INGTON
m MG2. All rights reserved. No part of this document may be reproduced in
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0 DATE DESCRIPTION
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16-5074-02
PM: HENRY KURASAKI
DRAWN: MC
FIRST FLOOR LIFE
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FUTURE, NI
*
UL Design No. U415
June 06, 2016
Nonbearing Wall Ratings —1, 2, 3 or 4 Hr
Indicates such products shall bear the UL or cUL Certification Mark forjurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
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1. Floor, Side and Ceiling Runners —"J" - shaped runner, min 2-1/2 in. deep (min 4 in. deep when System C is used), with unequal legs of 1 in. and
2 in., fabricated from min 24 MSG (min 20 MSG when Item 4A, 4B, 4C, 4D or 7 are used) galv steel. Runners positioned with short leg toward finished
side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. "E" -
shaped studs (Item 2A) may be used as side runners in place of "J" - shaped runners.
2. Steel Studs —"C-H" - shaped studs, min 2-1/2 in. deep (min 4 in. deep when System C is used), fabricated from min 25 MSG (min 20 MSG when
Items 2D, 4A, 46, 4C, 4D or 7 is used) galv steel. Cut to lengths 3/8 to 1/2 in. less than floor-to-ceiling height and spaced 24 in. or 600 mm OC (max
16 in. OC when Items 4A, 4B, 4C, or 4D are used).
3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than floor to
ceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panels
attached to long leg of vertical "J" - runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 in. OC. When wall height exceeds liner
panel length, liner panel may be butted to extend to the full height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt
joints in liner panels are staggered min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard strips
centered over butt joints and secured to liner panels with six 1-1/2 in. long Type G steel screws, three screws along the 22 in. dimension at the top and
bottom of the strips.
CGC INC — Type SLX
UNITED STATES GYPSUM CO — Type SLX
4. Gypsum Board* —
System G — 3 Hr
Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in three
layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in OC when
installed horizontally. Middle layer attached to studs with 1-5/8 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC
when installed horizontally. Outer or face layer attached to studs with 2-1/4 in. long Type S steel screws spaced 16 in. when installed vertically
or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in. .
Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers.
CGC INC — Types C, IP-X2, IPC-AR, WRC
UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRC
5. Joint Tape and Compound —(Not Shown)
Systems A, B, C, E, F, G, H, I
Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be
omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound.
6. Batts and Blankets* —
Systems A, B, E, F, G, H, I
(Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any minera� wool or glass fiber batt mineral bearing the UL
Classification Marking as to Fire Resistance.
* Indicates such products shall bear the UL or cUL Certification Mark forjurisdictions employing the UL or cUL Certification (such as Ca
respectively.
� UL DESIGN NO. U415
v `'f % SCALE: 1 /64" = 1'-0"
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 AND4VER PARK WEST
TU KWI LA, WA 98065
:VIEWED FQ
�E CC�N1P[.lPl�`
APP��V��
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� Ciiy of �'ukwila
B ILC?ING DIVISION
CITY p� T � d
WIL�4
A�� 2 61016
PERMIT CENTER
FE MOUNTING DETA
B� SCALE: NTS
KEY
IL
�
� EXIT SIGN a FIRE EXTINGUISHER -�- FIRE EXTINGUISHER
CABINET
�, MERCANTILE (M) �\ � WAREHOUSE (S-1)
30 SF / PERSON � � 500 SF / PERSON
- -� ---� AREA = 2,294 SF ,* AREA = 37,774 SF
`�" BUSINESS (B} MANUFACTURING (F-1)
i 100 SF / PERSON 100 SF I PERSON
� AREA = 9,952 SF AREA =13,796 SF
r= -��3 3-HOUR FIRE BARRIER TD= 50'-Q"
� "�� � UL U415 - SYSTEM G � � � � � � NEW OR MODIFIED
� PATH OF TRAVEL
BUILDING EXIT 33" CLEAR WIDTH EXISTING
165 CAPACITY - ' — ' — ' — ' - pATH OF TRAVEL
�`��� �� l�� ���������� � ���r�� � �
JUSTIN A. HILL, ARCHITECT
�511 REGISTERED
� ARCHITECT
STIN A. HILL
STATE OF WAStiINGTON
� MG2. All rights reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from MG2.
� DATE DESCRIPTION
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16-5074-02
PM: HENRY KURASAKI
DRAWN: MC
LIFE SAFETY PLANS
AND DETAILS
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NOTES
1. PREPARE EXISTING CONCRETE FOR INSTALLATION OF NEW FINISHED FLOOR MATERIALS. COORDINATE
LEVELING QF SLAB WITH SPECIFICATIpNS. NOTIFY ARCHITECT OF ANY DEVIATION FROM FLAT AND
LEVEL.
2. MAINTAIN FIRE RESISTANCE RATING FOR EXISTING WALLS AND STRUCTURAL ELEMENTS. PROVIDE NEW
OR REPAIR EXISTING TO MAINTAIN FIRE RATING.
3. SHADED OR HATCHED PORTIONS QF WALL REPRESENTS BLOCKING PROVIDED BY GENERAL
CONTRACTOR FOR FIXTURES. COORDINATE WITH FIXTURE VENDOR FOR EXACT HEIGHTS AND
LOCATION.
4. WHERE DEMO OCCURS ADJACENT TO EXISTING TO REMAIN, PATCH AND REPAIR ADJACENT CONDITIONS
FOR A UNIFORM APPEARANCE.
5. PROVIDE ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY BUILDING CODE OR INSPECTOR.
6. OUTLETS AND COVER PLATES TO BE WHITE.
7. VERIFY EXiSTING TO REMAIN AND SALVAGED HARDWARE IS WORKING PROPERLY AND IN GOOD
CONDITIQN.
8. REFERENCE A121 AND A700 SERIES SHEETS FOR BLOCKING LOCATIONS FOR FIXTURES
9. PATCH AND REPAIR DEMISING WALLS TQ PREPARE FOR NEW FINISHES AND CONSTRUCTION
AUTOMATIC
CLOSURE
MECHANISM
DRIVE END
0
��� T� �D
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NEW (SHOWN WITH SOLID LINE)
EXISTING TO REMAIN (SHOWN AS GREY SOLID LINE)
�' � � �r,s � r -�"r:�s � .;::� NEW WALLS
� ��t�� •��':� NEW 3-HR RATED WALLS
U DOOR TAG - REFER TO SHEET A-601 FOR SCHEDULE
OWINDOW TAG - REFER TO SHEET A-601 FOR SCHEDULE
X A 8 WALL TYPE - REFER TO A-801 FOR ADDITIONAL INFORMATION
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACT4RY TOUR
1180 ANDOVER PARK WEST
TU KWI LA, WA 98065
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JUSTIN A. HILL, ARCHITECT
7511
REGISTERED
AF;CHITEC
JUSTiN A. HfLL
SIATE OF �lASNINGTOfd
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� MG2. All rights reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from MG2.
� DATE DESCRIPTION
1 �; ,f)8 i�4 16 ;�i�LD F2��#IS{C�N � }
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2 08 24 16 BARRIER WALL REVISION
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16-5074-02
PM: HENRY KURASAKI
DRAWN: CS, MC
FLOOR PLAN -
WAREHOUSE
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�OTES
1. ALL INSULATI�N SHALL HAVE MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE
DEVELOPED INDEX OF 450 IN ACCORDANCE WITH CBC 72Q.2.
2. PROVIDE MOISTURE OR MOLD RESISTANT GWB AT RESTROOMS, AND BEHIND DRINKING FOUNTAIN.
3. FIRE RATING AND SOUND TRANSMISSION COEFFICIENTS ARE BASED UPON THE ASSEMBLIES
SHOWN WITHOUT INSULATION, UNLESS NOTED OTHERWISE.
4. REFER TO WALL DETAILS FOR TERMINATIONS, CONNECTIONS, PENETRATIONS AND INTERSECTIONS.
5. SEPARATE BACK TO BACK ELECTRICAL OR OTHER UTILITY BOXES BY AT LEAST ONE STUD BAY IN
SINGLE STUD WALLS AND TWO STUD BAYS IN STAGGERED STUD OR DOUBLE STUD WALL
ASSEMBLIES.
6. SEAL ALL DUCT, CONDUIT OR PIPING PENETRATIONS THROUGH ACOUSTICALLY RATED
CONSTRUCTION TO PREVENT DIRECT CONTACT USING RESILIENT NON-HARDENING CAULK. USE
FIRE-RATED ACOUSTICAL CAULK IN FIRE-RATED CONSTRUCTION.
7. STAGGER ALL JDINTS WHENEVER 11N0 OR MORE LAYERS OF GWB ARE SCHEDULED.
8. SECURE BATT INSULATION TO THE STRUCTURE AS REQUIRED TO PREVENT SAGGING OR
DISPLACEMENT.
9. CONFORM TO UL ASSEMBLY # NOTED FOR EACH RATED WALL TYPE.
VVALL TYPE:
DENOTES PLAN
CONFIGURATION
DENOTES SECTION
CONFIGURATION
�— DENOTES INSULATION
'�0�
� ��
► • ► := ���
5/8" GWB
METAL
STUDS
INSULATION
IF NOTED
� 3-5/8" METAL STUD
2 6" METAL STUD
IRlSULATI�N:
Dn NONE
❑a ACOUSTICAL INSULATION
Qt THERMAL INSULATION: R19 MIN
Qb MATCH EXISTING
P LAI�
NON-RATED
5/8" GWB (ONE
SIDE}
METAL STUDS
INSULATION IF
NOTED
3 1-1/2" METAL STUD
4 2-1/2" METAL STUD
�_ 3-518" METAL STUD
�, 6" METAL STUD
3
4
EXISTING ROOF DECK
-N JOIST BRACING PER STRUCTURAL
�
DEFLECTION TRACK- DO NOT
ATTACH GWB TO TOP RUNNER.
PROVIDE ACOUSTICAL SEALANT
n AT ALL GAPS BETWEEN CEILING
—rr,�r� 1 i--rn,— & PARTITION.
FULL Hi.
C � SCALE: 3" = 1'-0"
�
POWDER ACTUATED FASTENER
W/ 3/4" MIN EMBED @ 16" O.C.
CONT 20 GA TRACK W/ #8 SCREWS
WALL BASE, EA. SIDE, SEE
FINISH SCHEDULE.
F'ARTITI ON DETAI L
PLAN
3-HR RATED (UL #U415, SYSTEM G)
n 2
�
�_ 4" C-H STUD
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(3) LAYERS
5/8" TYPE "C" GWB
4" C-H STUDS, SEE STRUCTURAL
PLANS
1" GYPSUM LINER PANEL
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NE1N 5/8" GWB
{E) METAL
STUDS
INSULATION
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g EXIST MTL STUD
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SCALE: 1" = 1'-0"
SECTIOf�
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KNEE WALL DETAIL
SCALE: 1-1/2" = 1'-0"
CERAMIC WALL TILE
SEE A931 FOR MANUF & SIZE
PROVIDE CERAMIC TILE & ALL JOINING
& CORNER ACCESSORIES & INSTALL IN
ACCORDANCE WITH MANUFACTURER'S
STANDARD INSTRUCTIONS.
SCHLUTER-DILEX-AHKA
ALUM COVE SECTION�
CONC FLOOR�
�CC�\/E DETAIL
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v � % SCALE: 3" = 1'-0"
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PARTIAL HEIGHT WALL
SECTIC�f�
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-1 X 6 WOOD TRIM
_ 3'-0" AFF
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5/8" GWB - PAINT
3 5/8" METAL STUDS
AT16"OCMAX
2" STD PIPE POST AND
BASE PLATE AT NON-
RESTRAINED END OF
WALL, ANCHOR TO FLOOR
FIN FLR =
0'-0"
sECTio�
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MTL STUD WALL
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SEATfLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KWI LA, WA 98065
PROVIDE SOUND FiEVIEWE� �0'R
BATT INSUL WHERE �pp� G� ���� CE
INDICATED ��'��
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�U� G DIV
JUSTIN A. HILL, ARCHITECT
7511
REGISTEREO
�''wy AiZCNI7ECT
r
J JSTIN A. MIL!_
STATE OF WAS�{INGTON
� MG2. All rights reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from MG2.
0 DATE DESCRIPTION
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ISTING BOD 2 08 24 16 BARRIER WALL REVISION
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HM FRAME
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(2) STEEL RUNNERS PER SCHEDULE
GYPSUM BOARD PER SCHEDULE
STEEL STUD ANCHOR
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SCHEDULED DOOR
SECTION: HOLLOW
� I�ETAL DOOR FRAiVIE
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DOOR AND FRAME SCHEDULE
N0. LOCATION DOOR FRAME
DETAIL FIRE FIRE HDWR.
WIDTH HEIGHT MATERIAL TYPE MATERIAL HEAD JAMB SILL RATING RATING SET REMARKS SIGNAGE
100 ENTRY 6'-0" EX AL & GL EX AL & GL EX EX ADA - - EX EXISTING DOOR EXIT
101 FACILITY ACCESS 3'-0" 7'-0" HM D HM A1 A2 - - - 01 KEY PAD ACCESS EXIT
102 FACILITY ACCESS 3'-0" 7'-0" HM � HM A1 ,0,2 - - - 01 KEY PAD ACCESS EXIT
103 HALLWAY 3'-0" 7'-0" HM A HM A1 ,q2 - - - 02 - NONE
104 WOMEN'S ROOM 3'-0" 7'-0" HM A HM A1 A2 - - - 03 - WOMEN'S RO
105 MEN'S ROOM 3'-0" 7'-0" HM A HM A1 A2 - - - 03 - MEN'S ROOM
106 OFFICE ACCESS 3'-0" 7'-0" HM A HM A1 A2 _ _ _ 01 KEY PAD ACCESS -
107 FACTORY ACCESS 3'-0" 7'-0" HM E HM A1 p,2 - 2 - - 04 - EXIT ACCESS
108 FLEX SPACE 1 3'-0" 7'-0" HM F HM A1 A2 _ _ 05 - -
109 FACTORY ACCESS 3'-0" 7'-0" HM A HM A1 A2 - 2 - _ 06 - -
110 FLEX SPACE 2 3'-0" 7'-0" HM F HM A1 A2 - 2 - - 05 - -
111 FACTORY ACCESS 3'-0" 7'-0" HM A HM A1 A2 - - - 06 - -
112 MAINTENANCE 3'-0" 7'-0" A A1 2 - - 07 -
113 EXISTING OFFICE 3'-0" EX HM EX HM EX EX - - - EX EXISTING DOOR '
114 EXISTING OFFICE 3'-0" EX HM EX HM EX EX - - - EX EXISTING DOOR '
115 EXISTING OFFICE 3'-0" EX HM EX HM EX EX - - - EX EXISTING DOOR EXIT ACCESS
201 WAREHOUSE 3'-0" 7'-0" HM A HM A� A2 - 3-HR 3-HR 06 - EXIT ACCESS
202 WAREHOUSE 8'-0" 10'-0" HM G HM E5/A202 E5/A202 - 3-HR 3-HR CHAIN OVERHEAD MODEL 631 -
203 WAREHOUSE 8'-0" 10'-0" HM G HM E5/A202 E5/A202 - 3-HR 3-HR CHAIN OVERHEAD MODEL 631 -
204 WAREHOUSE 3'-0" 7'-0" HM A HM A� � - 3-HR 3-HR 06. - EXIT ACCESS
�
FORWARD APPROACH
MIN. CLEARANCE AT INTERIOR DOORS
PROVIDE THIS ADDITIONAL SPACE IF
DOOR IS EQUIPPED WITH BOTH A
LATCH AND A CLOSER
� N1AI�EUVERING AT DOORS
� SCALE: 1" = 1"
n�
EXIT
ROUTE
�_. ,�
B EXIT RO
9" MIN
� � TACTILE SIGN WITH
�
� CONTRASTING BACKGROUND
��
� ,ti � AT SINGLE EGRESS DOORS
�
� ,L MOUNT ON LATCH SIDE OF
� w � DOOR. AT DOUBLE EGRESS
�/ W w z�� DOORS MOUNT TO THE
� „ cn =' w o� RIGHT OF THE RIGHT HAND
�\ � �MRN' � O� m�� DOOR. EXIT SIGNS SHALL BE
� F- p ¢ L O C A T E D O N T H E A P P R O A C H
\� � w LL� v SIDE OF THE DOOR AS ONE
�� Z p¢�� E X I T S T H E S P A C E.
� g��="�
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� TACTILE EXIT/ E
n`� % SCALE: 1 /2" = 1'-0"
XIT RC�UTE SIGN
GENERAL DOOR NOTES
A. FOR EXISTING EXITING DOOR, GC TO VERIFY HARDWARE TO BE COMPLIANT WITH LOCAL CODE / REGULATIONS. IF S0,
GC TO COORDINATE WITH TENANT REPRESENTATIVE REGARDING RE-USE
B. ALL DOOR SIZES SHOWN TO BE FIELD VERIFIED PRIOR TO FABRICATION
C. PROVIDE LEVER TYPE HANDLES THAT DO NOT REQUIRE GRASPING ABILITY
D. ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT
E. MAXIMUM EFFORT TO OPEN DOOR SHALL BE 5 LBS MAXIMUM
HARDWARE SETS
SEE SECTION SPECIFICATION SHEETS FOR FINISHED HARDWARE SPECIFICATIONS:
QUANTITIES LISTED FOR EACH DOOR:
01. HW SET 01- OFFICE: 04. HW SET 04- EGRESS (3-HR DOOR): 06. HW SET 06 - FACTORY ACCESS (3-HR):
(3) HINGE (3) HINGE (3) HINGE
(1) OFFICE LOCKSET (1) LEVER HARDWARE (1) PASSAGE LOCKSET
(1) CLOSER (1) CLOSER (1) CLOSER
(3) SILENCER (3) SILENCER (3) SILENCER
(1} GASKET (1) GASKET
02. HW SET 02 - PASSAGE: (1) PANEL HARDWARE *FIRE LISTED HARDWARE
(3) HINGE `FIRE LISTED HARDWARE
(1) PASSAGE LOCKSET 07. HW SET 07 - MAINTENANCE (3-HR):
(1) CLOSER 05. HW SET 05 - FLEX SPACE: {3) HINGE
(3) SILENCER (3) HINGE (1) STOREROOM LOCKSET
(1) PUSH/PULL HARDWARE (1) SILENCER
03. HW SET 03 - RESTROOMS: (1) CLOSER (3) CLOSER '-p �O j�
(3) HINGE (3) SILENCER (1) GASKET �� ���
(1) PUSH/PULL *FIRE LISTED HARDWARE ��[� ' C4'N��'��AN��
(1) CLOSER �B��C����
(3) SILENCER
(2) MOP PLATE �p p 1 2016
�i�y�� p�Vt�SION
�V��Q`
JUSTIN A. HILL, ARCHITECT
�
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\
SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KWI LA, WA 98065
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WALL MOUNTED SIGNAGE
TO BE LOCATED ON LATCH
SIDE OF DOOR. MOUNT AT
60" TO CENTERLINE OF SIGN
FROM FLOOR. FOIC �
���
LETTERING � �
RAISED 1/32" a
HEIGHT OF ���
LETTERING 5/8" MIN. e . �
TO 2" MAX.
UPPERCASE SANS
SERIF CHARACTERS
CORRESPONDING
GRADE II BRAILLE
9,�
MIN
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8" MIN. � /
CLR. �
NOTE: BRAILLE DOTS ARE 1/10" O.C. IN EACH CELL WITH 3/10"
SPACE BETWEEN CELLS, MEASURED FROM THE FIRST COLUMN
OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS (N
THE SECOND CELL. BRAILLE DOTS ARE RAISED 1/32".
� ACCESSIBLE DOOR SYMBOLS
^ � % SCALE: 1 /2" = 1'-0"
7'�� 1 REGISTEftE�
� ARCt111ECT
J�TIN A. I-EII_L
Crr��oCE���D ST�TE UF Y�ASHi�
�
F TU��t�� ,
A.
�� 2 6 ?016
PER�r�. � � MG2. All rights reserved. No part of this document may be reproduced in
FNT�R any form or by any means without permission in writing from MG2.
0 DATE DESCRIPTION
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16-5074-02
PM: HENRY KURASAKI
DRAWN: CS, MC
SCHEDULES &
LEGENDS
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DESIGN CODES AND t.OADING:
INtERNA710NAL BUILDING CADE (2012 EDI710N)
1..A7ERAL LOADS:
SEISMIC: Ss=1.177, SI=0.A�2, Sds= 0.8Q8, Shc= 0.�59, Ie=1.0
RISK CA7EGORY II
SEISMIC SOIL SI7E CLASS A
SEISMIG DESIGN CATEGORY D
PARTION WALL: Rp = 2.5, ap = I.D
CQMPONEN7 IMPOR7ANC� FACTOR: 7YPICAL: - ip = I.0
MISC LOADS:
PAR7'I�'ION: 5 PSF
GENERAL:
7NE INTERNA710NAL BUILDING CODE AND S7ANDARDS SI-IALL GOVERN ALL MA7ERIALS AND WORKMANSNIP.
ALL 7EMPORARY SNORING OR 6RACING IS TNE RESPONSIBILITY OF 1'NE CONTRAC70R. TNE DRAWINGS REFLEC7
TNE FINAL FINISNED CONDI710N OF TNE STRUCl"URE.
7NESE DRAWINGS ARE N07 INl'ENDED TO SNOW EACN AND kVERY CONDITION, BUT INDICA7E TNE GENERAL
CONStRUG710N. WNERE CONDI710NS ARE N07 SPECIFICALLY DEfAILED, SIMILAR CONDI?IONS SNALL BE USEO AT
7NE DISCRETION AND APPROVAL OF TNE ARCNI7ECT AND ENGINEER.
7NE CON7RACTOR IS RESPONSIBLE FOR ALL JOB SI7E SAFETY AS WELL AS ALL MEANS, MET+�ODS, AND
SEQUENCES OF CONS7RUC710N TO SAFELY PERFORM tNE WORK. AUE ENGINEERS NAS NO EXPERI'ISE IN NOR NAS
BEEN RETAINED TO PROVIDE REVIEW OF 7NE CONTRAC70RS SAFETY PRECAUTIONS AS TNEY RELATE TO 7NE
CONSTRUG?ION OF 7NIS PROJEGT.
IF ANY ERROR OR OMISSION APP�ARS IN 7NESE DRAWINGS, SP�CIFICA710NS, OR 07NER DOCUMEN7S, 7NE
CONTRACTOR SI-IALL N071F1' TNE OWNER IN WRII'ING OF SUCN OMISSION OR ERROR BEFORE PROCEEDING WITN
tNE WORK, OR AGGEPT FULL RESPONSIBILI7Y FOR TNE COS7 70 REC?IFY SAME. VERIFY AND COORDINA7E
OPENINGS IN FLOORS, WALLS AND ROOF W17�1 ARCN17EG7URAL, MECNANICAL, AND ELEC7RICAL DRAWINGS.
7NE ARCNI7ECTURAL DRAWINGS SNA�L BE REFERENCED FOR WALLS, FINISNES AND DIMENSIONS. DIMENSIONS
PROVIDED ON TNE S7RUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SNALL BE VERIFIED BY 7NE
ARCNI7ECTURAL DRAWINGS.
DRAWINCS ARE N07 TO BE SCALED.
SI�IOP ORAWIWCS:
SI-IOP DRAWINGS ARE SPECIFICALLY REQUIRED FOR T�IE FOLLOWING 17EMS.
NONE R�QUIRED
7NESE DRAWINGS SNALL BE SUBMITiED t0 TNE STRUGTURAL ENGINEER AND ARCNI7ECT FOR REVIEW. 7NE
REVIEW WILL BE FOR tNE DESIGN IN?ENT ONLY. tNE SNOP DRAWINGS SNALL BE SUBMITTED BEFORE
PROCEEDING WI7N FABRICA710N AND SNALL ALLOW 7W0 WEEKS MINIf1UM FOR REVIEW. WE WILL REVIEW ONLY
ONE REPRODUCIBLE SE7 AND ONE COPY TO BE REfAINEp BY AUE.
F'OWDER AG7UA7ED FAStENERS:
POWDER ACTUAl'ED FAS7ENERS (PAF) SPECIFIED ON 7NE PLANS, SNALL BE 0.157" DIA. NIL71 X-U (ICC
ESR-226q, LARR 25675) A7 GONCRETE/CMU AND STEEL OR APPROVED EQUAL.
MANUFACTURER'S RECOMMENDA710NS AND ICC REPORt SNALL BE FOLLOWED DURING 7NE PREPARA710N AND
INStALLA710N OF ALL PAF'S.
I-I/q" MINIMUM Ef1BEDMEN7 IN CONCRETE IS REQUIRED WITN A q" MINIMUM SPACING ANp A MINIMUM OF 3" FROM
ANY EDGE.
FULL PENE7RATION OF 7�IE SNAFT IS REQUIRED WNEN EMBEDDED IN1'0 S7EEL. A MIN. SPACING BEfWEEN PAF OF
I" AND MIN. EDGE DISTANCE OF I/2" U.N.O. ON PLANS.
WASNERS ARE REQUIRED WNEN PAF ARE USED WIl'N WOOD MEMBERS.
STEEL S7UDS AND JOIS7S:
f ENERAI_ RE(,IUUIREM�N7S=
S7EEL StUD MANUFAC7URERS ASSOCIA710N, I.ATEST EDI710N SNALL COVERN FOR ALL S7EEL STUDS � JOIS7S
SPECIFIED.
DEP7N, GAUGE, AND SECTION PROPER7IES OF STEEL StUDS AND JOISTS SNALL MEEl- OR DCCEED tNOSE OF
tNE SECTIONS SPECIFIED. SEE ICC ESR-3064P FOR ADDI710NAL MATERIAL INFORf1A710N.
G-60 GALVANIZED COATING PER ASTM A653 IS REQUIRED FOR ALL S7EEL STUDS AND JOIS7S
ALL SCREWS SNAL� BE SELF-7APPING / SELF-DRILLING FAS7ENERS TNAT ARE ZINC COA7ED AS MANUFAC7URED
BY NIL71 KWIK-FLIX (ICC ESR-21q6, LARR 250q5) OR APPROVED EQUAL. 7NE MINIMUM SCREW SIZE TO BE #8-IS
(#2 POIN7) OR #10-16 (#2 POINT) FOR 5� MIL (I6 GA) OR LESS AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3
POINT) FOR MAtERIAL NEAVIER T�lAN 54 MIL (16 GA) U.N.O. ON 7NE DRAWINGS. SCREWS FOR SNEA7NING
CONNEC710NS SI-IALL BE OF 7NE PROPER SIZE AND 7YPE FOR A POSI7IVE SNEA7NING TO f1ETAL CONNEG?ION.
ALL SGREW CONNEGTIONS SNALL BE MADE FROM TNE LIGHtER MAtERIAL INtO t�lE NEAVIER MATERIAL U.N.O.
SCREWS SNALL NAVE A MINIf1UM PROJEC710N OF 3 71�READS 7NROUGN 7NE LAST f1Al'ERIAL JOINED AND S!-IALL
NAVE MINIMUM EDGE DIS7ANCES AND GEN7ER TO CEN7ER SPACINGS OF I/2 INCN. ALL SCREWS SNALL CONFORf1
TO SAE J78 AND SNALL B� COATED W17N A CORROSIVE RESISTAN7 COATING. 7N� SCREW MANUFAC7URER SNALL
PROVIDE VERIFICATION OF 7NE FASTENERS RESISTANCE 70 NYDROGEN EM6RI1iL�T1EN7.
ALL FRAMING C0�1PONENTS SNALL BE SQUARE CUt FOR ATTACNMENT 70 PERPENDICULAR f1Ef1BERS.
S7UDS SNALL BE INS7ALLED IN A MANNER WNICN WILL ASSURE 7NA7 ENDS OF tNE Sl"UDS ARE POSI710NED
AGAINST TNE INSIDE TRACK WEB PRIOR 70 STUD AND 7RACK A77ACNMEN?.
PROVIDE WALL BRIDGING AT 48" 0/C PER MANUFACl'URER'S SPEGFICA710NS WNERE WALL IS NOT SNEA7NED
CONTINUOUSLY ON BOTI� SIDES AND AS SNOWN IN DRAWINCS. PROVIDE WALL BRIDGINC PER MANUFAC7URER'S
SPECIFICATIONS FOR WALLS DURING 7NE CONSTRUC710N PROCESS WNERE 7NEY ARE N07 SNEA7NED PRIOR 70
RESISTING L�OADS.
JOIS7S SNALL BE LOCATED DIRECtLY OVER S7UDS, TYPICAL.
ND SPLICES ARE PERMI7T�D IN S7UDS.
ALL SECTIONS SNAl.L BE FORMED FROM STEQ 7NA7 CORRESI'ONDS 70 TNE FOLLOWING RE�IUIREMENI'S:
q7, 68 � 54 MIL. T�IICKNESS (GAGES 12, I� � I6) ---- AS7M A-653 GRADE D, YIELD 50 KSI, Fu= 65KSI
�43, 33 � 27 MIL. 7NICKNESS (GAGES 18, 20 � 22) ---- AS7M A-635 GRADE A, YIELD 33 KSI, Fu= 45KSI
ALL TRACKS, HRIDGING, STRAPS ETC. ARE TO BE FORMED FROf1 S7EEL OF tNE SAME TNICKNESS AS TNE
57UDS OR JOISTS TO WNICN 7NEY ARE ATTACNED, U.N.O.
METAL STUD DESIGNAtION IS 7F�US=
'600' - MEf1BER DEPTI� IN I/100 INCN (6")
'S' - S?YLE OF MEMBER (5 = S7UD/JOIS7, T= TRAGK, U= CNANNEL, F= FURRING C�IANNEL)
'162' - MEf1BER FLANGE WIDtN IN I/100 INCN (1.625° = I-5/8")
'54' - MINIf1Uf1 STEEL TNICKNESS IN MILS (54 MILS. = 0.054", OLD DESIGNA710N OF 16 CxA.)
3 I 4 �
sPECIAI. INSPEG?IONS=
G�IERAL REQUIREMEN�'S:
ALL SPEGIAL INSPECTIONS SNALL MEE7' T�IE REQUIREMENTS OF 7NE 2012 IBC, CNAP7ER 17.
ALL INSPEC710NS AS REQUIRED BY SEC710N I10 OF TNE 2012 INTERNATIONAL HUILDINCx CODE ARE REQUIRED.
INSPECTIONS SPECIFIED IN TNESE N07ES ARE IN ADDI710N 70 7N�SE INSPECTIONS.
CITY INSPECtION IS N07 A SUBSTITUTE FOR SPECIAL INSPEGTION.
ANY WORK WNICN NAS BEEN COVERED BUT N07 PROPERLY INSPECT�D BY 7NE SPECIAL INSPEC70R AND/OR TNE
CITY INSPEC70R IS SUBJECT 70 REMOVAL OR EXPOSURE.
WNERE SPECIFICALLY REQUIRED, CON7INUOUS INSPEC710N IS REQUIRED DURING 7NE PERFORMANCE OF T�IE WORK.
7NIS MAY B� A REQUIREMENT OF TNE BUILDING CODE / LOCAL JURISDIC710N OR TNE MANUFAC7UR�R.
TNE SPECIAL INSPECTOR f1UST B� CER7IFIED ?0 PERFORM tNE TYPES OF INSFEGTION SPEGFIED AND SNALL
DEMONS7RA7E COMPE7'ENCE 70 7NE SA1'ISFAC710N OF ?�IE BUILDING OFFICIAL.
TNE CON7RACTOR IS RESPONSIBLE FOR CONTAC7ING AND INFORMING 7NE SPECIAL INSP�C70R OR CI7Y
INSPEC70R A7 LEASl" ONE WORKING DAY BEFORE 7NE WORK IS TO BE PERFORMED UNLESS 07NER CONDI710NS
ARE AGREED UPON.
RE(,�UUIREMENTS OF 7NE SPECIAL. INSPf_Cl'OR:
?NE SPECIAL INSPEC70R MUS7 WORK UNDER 7�IE SUPERVISION OF A WASEIING70N LICENSED CIVIL ENGINEER.
7NE SPECIAL INSPECTOR f1UST PERSONALLY BE FAf11LIAR WItN TNE DRAWINGS AND MUST PERSONALLY
OBSERVE ALL OF 7NE WORK REPOR7ED ON.
7NE SPECIAL INSPECTOR SNALL FURNISN INSPEC710N REPOR7S 70 7NE BUILDING DEPARTMEN7 AND ENGINEER.
ANY DISGREPANCIES SFIALL BE If1MEDIAI'ELY BROUGN? TO 1'NE A77EN710N OF ?NE CONTRAGTOR FOR
CORRECTION; tNEN, IF N07 CORRECtED, 70 TNE BUILDING DEPARtf1ENT AND ENGINEER.
TNE FINAL REPORT SNALL HE SIGNED BY A WASNINC70N LICENSED CIVIL ENGINEER AND SNALL S7ATE 1'NAT
TNE WORK WAS IN CONFORf1ANGE WI7N 7NE APPROVED DRAWINGS AND SPEGIFICA710NS AND TNE APPLICABLE
WORKMANSNIP PROVISIONS OF IHC.
SPECIFIG SPEGIAL. INSPECfIONS RF:QUIRED:
NONE REQUIRED
DISCLAIMER:
TNESE DOCUMEN7S AND T�IE DESIGN ARE SPECIFIC TO TNIS PROJEC7 ONLY AND MAY N07 BE REUSED IN ANY
WAY WI7NOU7 WRI7TEN APPROVA� OF AUE. 17 IS OUR IN7EN7 7NA7 7NIS DESIGN MEE7S 7NE NORMAL
STANDARD OF CARE WITNIN TNIS INDUSTRY. NO 07NER WARRANTI' IS PROVIDED OR IMPLI�D.
5 I � I
GFNERAL A88R�VIA�IONS:
AB, A.B. ANCNOR BOL7 CJ, C.J. CONl"RAC1'UAL JOINT EJ, E.J. EXPANSION JOIN7 GRD
ABV. ABOVE CL CEN7ER LINE EMBED. EMBEDMENT GWB
ADD'L ADDI710NAL GLR GLEAR EL, ELEV. ELEVATION
ADJ. ADJAGENT CMU CONC. MASONRY UNIT EN, E.N. EDGE NAIL NDR
ALT. AL7ERNATE COL. COLUMN ENG ENGINEER NF, N.F.
APPRX. APPROXIMATE CONC. CONCREfE EQ EQUAL NGR
ARCN ARCNI7EC7URAL CONN. CONNECT(ION) ES, E.S. EAGN SIDE NORZ.
@ Art CONST. CONSTRUG710N IXIST IXISTING NSB
BOT. BOT70h1 CONT. CON7INUOUS EXT. EXTERIOR
BF, B.F. BRACED FRAM� Ci'SK COUNl'ERSINK FFE FINISN FLOOR ELE1/. NT
BEL. SELOW d PENNY (NAILS) FAB. FABRICAtION IF, I.F.
BLDG BUILDING DEi. DEi'AIL FND FOUNDATION IN1'.
BLKG BLOCKING DBL DOUBLE FIN. FINISFI(ED) JST
BN, B.N. BOUNDARY NAIL DF, D.F. DOUGLAS FIR FLG fLANGE J1'
BNDRY BOUNDARY �, DIA. DIAMEi'ER FLR FLOOR K
Bf1 BEAM DIAG. DIAGONAL FN, F.N. FACE NAIL LA?.
8.0. B07TOM OF DIAPN. DIAPNRAGM F0, F.O. FACE OF LDGR
BRDG BRIDGE (ING) do DI7T0 (DO OVER) FRM'G Fl2AMING LF
BRG BEARING D DEP1'N FS, F.S. FAR SIDE LL+�
B/W BETWEEN DWG DRAWING FfG FOOTING LLV
CAM CAMBER(ED) DWL DOWEL GA GAGE LS
CANT. CANTILEVER(ED) (E) EXISI'ING MEM6ER GALV. GALVANIZED LSL
CG CEN7ER OF GRAVI?Y EA. EAC�I GB, G.B. GRADE BEAM
CIP CAS7 IN PLACE EF, E.F. EACN FACE GLB GLU-LAhI. BEAM L7 W7
7
GRADE LVL
GYPSUM WALL MAS.
BOARD MA7'L
NEADER MB
NEM-FIR
NANGER MD
NORIZON7AL f1RF
NIGN S7RENG7N BOLT
(A325 UNO) MFR
NEfGNT M7L
INSIDE FACE (N)
INTERIOR N5, N.S.
JOIS7 N7S
JOINT OC, O.C.
KIPS (I,000 POUNDS) OF, O.F.
LAl"ERAL 01-I
LEDGER OPN'G
LINEAL FEET ORNT
LONG LEG �IORIZ. PAR
LONG LEG VERl"ICAL p��
LAG SCREW PERP.
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S�M PLYWD
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MACNINE BOL7 REF.
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MANUFAC7URER SNT
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OVER NANG SS
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ORIANTA7E(ION) S7GR
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PRECAST CONCRETE S71R.
PERPENDIGULAR STL
PLAtE STRUC.
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TNESE DRAWINGS ARE BASED ON A LIMITED AMOUN7 OF
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FIELD VERIFY CONDITIONS AND N071FY ARCNITECT AND
ENGINEER IF CONDITIONS ARE OTNER TNAN AS SNOWN PRIOR
70 �10DIFICA710N.
NOTE:
ALL DIMENSIONS SNOWN ON 7NESE S7RUGTURAL PLANS ARE
FOR GENERAL REFERENCE ONLY. 7NE CONTRACTOR IS
RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY
DISCREPANCIES MUSt BE BROUGNT 70 7NE A77ENTION OF 7NE
ARCI�ITECT ANp ENGINEER If1MEpIATELY.
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� DATE DESCRIPTION
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iF) P�-YW�D N07E: VERT. STUDS SNALL BE
��t��N� BLOCKED/BRACED PER DETAILS
� ---- ... ..................— ...— .—= 2/5-003 � 3/S-003
— ,�
(E) �X PURLIN
SIMPSON SCB45.5 CLIP
(E) GLB @ EA. STUD W/ (3)
i/2" MIN. #IA SNOULDERED
SGREWS TO STUD
CLIP 70 (E) GLB
W/ (2) #10 WOOD SCREWS
W/ I-I/2" MIN. EMBED., TYP.
FINISI-I PER
ARC+�
�400SI62-54 (50 KSI)
@ 16" O.C.
CONT. AOOTI50-33 W/ #8 SCREW
0.157"� NIL71 X-U PAF'S EA. SIpE TO FA. S7UD,
@ 12" O.C. W/ nP. 70P + 807. OF WALL
3/�" MIN. EMBED (E) SLAB ON
GRADE
�— . • . . ,o . ..
. 4 a� .
. . a .
,�\//�\� j�\�
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1 �Yi�. �Ii��W�LL P�fi��I�ION
5-003 SCALE: 3/4°=1'—Oa
� � �
� X— X--X — X— x —X — X
� B
� L I I/2" X I I/2" X 43 f11L X 3 I/2"
� LONG CLIP ON 70P AND B07TOM OF
� NEADER WI7N (3) #10 SGREWS IN EA LEG
DETAIL D
ALTERNAtE NEADER WNERE SPECIFIED PER SGNEDULE
3 I
FASTEN S7RAPPING TO BLOCKING
WITN #S SCREWS � 6" O.C.
CONtINUOUS 7RACK BLOGKING AT OPENINGS
AND A7 7'-0" O.C. FIT 71GN7 BEfWEEN S1"UDS
MEfAL WALL StUD
SNEA7NING PER ARCN. OR PER
DETAIL WNERE IT OCCURS �
.
.
.
CON7INUOUS I-I/2"x20ga FL.A7 STRAPPING —'
OVER HLOCKING AS SNOWN. REQUIRED
ON ALL SIDES WItNOUT SNEATNING.
2 �fiYPIC�L W�LL
s-oo3 �
4
.
5
y METAL WALL STUD
e
SNEAT�IING PER ARCN. OR PER
DErAIL WNERE 17 OCCURS �
AS7EN STRAPPING TO EACN
TUD WI7N (I) #8 (MIN) SCREW.
• NORZ. BLKG/6RACING IS R�QUIRED UNL�ESS '
WALL IS SNEATNED ON EAC+� SIDE. IF WALL
IS SI-IEA7NED ON ONE SIDE, 7NE STRAP IS ,
N07 REQUIRED ON TNE SIDE W17N SNEA7I�ING.'
NORIZ. BLOCKING SNALL BE PROVIDED � 32°
O.C. VER7ICALLY AT IN7ERIOR WALLS
• BLOCKING / STRAPPING IS REQUIRED IF LOAD
IS APPLI�D BEFORE SI-IEATNING IS AT7ACNED.
• BLOCKiNG IS REQUIRED AT ALL PANEL EDGES
IN SNEAR WALLS
�LOCK I NC�/�R�C I NC�
SCALE: N.T.S.
NEADER � JAf1B SCNEDULE
KEY MAX OPENING SPAN �IEADER JAMB S7UD
N-I 3'-0" MAX -400SI62-54 (50 ksi) + q00t250-q3 (SECT. a-a) 400SI62-54 (50 KSI) + q007150-33 (DET. J-I) I
�I-2 8'-0" MAX �2� `�OOSI62-5� (50 KSI) VERT. +(2) 4007150-33 NORZ. �2� qpOSl62-5q (50 KSI) +(2) q00t150-33 (DE7. J-2) 2
(SECT. A-A)
NOTE: FAStEN JAMB STUD TO ROOF
S7RUCTURE PER DETAIL I/S-003
t�lOTE: FASTEN TYP. STUDS 70 ROOF
S7RUCTURE PER DETAIL I/S-003
JAf1B STUDS i'ER SCNEDULE WALL S7UDS
PER DEfAIL I/S-003
I
� I ��s" GAP MAX, 7YP � A CLIP SCREW QUANtITY
� � DEP7N 70 NEADER 70 JAMB
i �� X � 4" 3 E.S. 3/ROW
�'"-`��
�Y
" CAPE FLANGE
x AS REQ'D
x
x x x x x x
A
400t200-43 CLIP. LENG1'N OF CLIP TO BE I/2"
LESS TNAN DEPTN OF NEADER. A7TACN CLIP
70 NEAD�R WI7N #10 SCREWS ON EA SIDE AND
70 JAMB S7UD WITN (2) ROWS OF #10 SCREWS.
SCREW QUANtITY PER 7ABLE.
STIFFCLIP AL600 CLIP ON 70P AND B07TOM OF
N�AD�R W11'N (3) #10 SCREWS IN EA LEG
WINDOW OR DOOR OPENING SPAN PER SCNEDULE __
�L I I/2" X 1 I/2" X 43 MIL X 5" LONG CLIP. ATTACN 70 �i
CONCREfE W17N (2) 0.15�� PAFS @ 4" O.C. ATfACN TO I
STUQ WI7�1 (3) #10 SCREWS. QUANTI71' PER SCNEDULE I
�I
4 �a � a
.4
q �YPIC�AL �
5-003
��AD�R D���I L
#10 @ 8" O.C. IYP.
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TU KW I LA, WA 98065
13228 NE 20TN Si', SUI�TE 100
BELLEVUE, WA q8005
425 614-0949 / INFO�AU-ENG.COf1
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PR�JECT TEAM �
ARCHITECT: MECHANICAL & PLUMBING ENGINEER:
MG2 CORPORATION METRIX ENGINEERS
1101 SECOND AVE, SUITE 100 1131 SW 7TH STREET
SEATTLE, WA 98101 SUITE 110
PHONE: (206) 962-6513 RENTON, WA 98057
FAX: (206} 962-6499 CONTACT: SCOTT MILLER, PE
CONTACT: HENRY KURASAKI PHONE: (425) 336-2822
EMAIL: FAX: (425) 336-2802
HENRY.KURASAKI@MG2.COM
BUILDING DEPARTMENT ELECTRICAL ENGINEER:
CITY OF TUKWILA CASE ENGINEERING
COMMUNITY DEVELOPMENT 19515 NORTH CREEK PARKWAY
DEPARTMENT PERMIT CENTER BOTHELL, WA 98011
6300 SOUTHCENTER BLVD., PHONE: (425) 402-9400
SUITE 100 FAX: (425) 402-9402
TUKWILA, WA 98188
PHONE: (847) 923-4420
OWNER:
SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
CONTACT: JEAN THOMPSON
PHONE: (425) 264-2800
DEFERRED SUBMITTALS
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20121� MEANS OF EGRESS ILLUMINATI�N
1006.1 1{lumination required.
The means of egress, including the exit discharge, shall be
illuminated at all times the building space served by the
means of egress is occupied.
1006.2111umination level.
The means of egress illumination level shall not be less than
1 ffl4t-candie at the walking surface.
1006.3111umination emergency power.
The power supply for means of egress illumination shall
normally be provided by the premises' electrical supply.
In the event of power supply failure, an emergency electricai
system shail automatically illuminate the following areas:
1. Aisies and unenclosed stairways of rooms that
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2. Corridors, exit enclosures and exit passageways...
3. Exterior egress components...
4. Interior exit discharge elements...
5. Exterior landings...for exit'discharge doarways...
2012 IBC MEANS OF EGRESS ILLUMINATION
1006.3.1 Illumination level under emergency power.
Emergency lighting facilities shall be arranged to provide
initial illumination that is at least an average of 1 foot-candle
and a minimum at any point of 0.1 foot-candle measured
along the path of egress at floor level. Illumination levels
shall be permitted to decline to 0.6 foot-candle at the end of
the emergency lighting time duration. A maximum-to-
minimum illumination uniformity ration of 40 to 1 shall not
be exceeded.
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TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
7511
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1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
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TUKWILA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
7511 REGISTERED
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ST�,TE OF v�F�SrtIr�GTON
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATfLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
7511 �
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Jl STIN /�. I-iILL
STl�TE OF WASlilNG10N
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O MG2. Ail rights reserved. No part of this dxument mey be reproduced in
any fortn or by any means without permfssion in wriUng from MG2.
0 DATE DESCRIPTION
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MEZZANINE LIFE
SAFETY PLANS
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EXISTING CONCRETE
COLUMNS AND BEAM
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REQUIREMENTS FOR
3-HOUR RATING
EXIST OVERHANG
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3-HOUR FIRE BARRIER,
UL #U415, SYSTEM G, CONTINUOUS
TO UNDERSIDE OF ROOF DECK
FIRE CAULK ALL PENETRATIONS
AND JOINTS IN FIRE BARRIER
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SUPPORT FIRE BARRIER
AS REQ'D, (ALL ITEMS
SUPPORTING FIRE
BARRIER MUST ALSO
HAVE 3 HOUR RATING)
EXISTING
CONCRETE
SLAB
3
EXISTING ROOF DECK
EXISTING CONCRETE
DECK TO REMAIN
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\— 3-HOUR FIRE BARRIER, UL #D902
CONTINUOUS UNDER ENTIRE
EXISTING EQUIP. PLATFORM
3-HOUR FIRE BARRIER, UL #U415,
SYSTEM G, CONTINUOUS
FROM SLAB TO UNDERSIDE OF
HORIZONTAL ASSEMBLY
FIRE CAULK ALL PENETRATIONS
AND JOINTS IN FIRE BARRIER
� FIRE BARRIER SECTION
�''� � % SCALE: 1/4" = 1'=-0"
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EXIST CONG
COLUMN
PROPOSED RETAIL
SEE ENLARGED
SECTION,
THIS SHEET
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PROPOSED
TASTING ROOM
� DIAGRAMII�ATIC BUILDING SECTION
� � � SCALE: 3/32"=1'-0"
EXISTING WALL
TO REMAIN
PROPOSED
MEZZANINE,
FUTURE/NIC
4
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UL Design No. D902
May 20, 2016
Restrained Assembly Ratings —1, 1-1/2, 2 and 3 Hr.
Unrestrained Assembly Ratings — 0, 1, 1-1/2, 2 or 3 Hr. (See Items 4& 6)
Unrestrained Beam Ratings —1, 1-1/2, 2 and 3 Hr.
This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For
jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7
` Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada},
respectively.
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5. Joint Cover —(Use with fluted units optional — Not Shown) — 2 in. wide cloth adhesive tape applied following the contour of the units.
6. Spray-Applied Fire Resistive Materials"" — Applied by spraying with water, in one coat to a final thickness as shown above and in tabie below
to steel beam surface which is free of dirt, oil or scale. When fluted steel deck is used and the fire protection thickness selected is based on all
fluted deck, the area between the steel deck and the top flange of the steel beam shall be filled. When fluted steel deck is used and the steel beam
is sprayed with the thicknesses applicable to cellular or blended units, the area between the steel deck and the top flange of the steel beam shall
be plugged. Use of adhesive is optional. Min avg untamped density is 13 pcf with min ind untamped density of 11 pcf for Types II or DC/F. Min avg
and min ind untamped densities of 22 and 19 pcf, respectively, for Type HP. Tamping is optional. For method of density determination, refer to
Design Information Section. The thickness of the Spray-Applied Fire Resistive Materials on the Structural Members (Item 1, 1A, or 16) shall be as
follows:
_ PruiecEian �'hkns:
ftes#�ained Unres�rained vn 1!�f8x��, In. '
Asserr��rly 8e�m
Rati�g ita�ing iNh�n`.f?��k�s 'Niihe� [}e�kTs B)en�
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; �`j �'" +++ When bottom chords consist of 1 by 1 by 0.125 in. thick steel angles, the thickness of spray-applied fire resistive material shall be
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UL Design No. U415
June 06, 2016
Nonbearing Wall Ratings —1, 2, 3 or 4 Hr
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
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� i �,,� ,,,,,r �+� 1. Floor, Side and Ceiling Runners —"J" - shaped runner, min 2-1/2 in. deep (min 4 in. deep when System C is used), with unequal legs of 1 in. and
�.,...�. �; ��� 1���.1�� � �3 �',������ ��'^� � � � � ) 9 p 9
2 in., fabricated from min 24 MSG min 20 MSG when Item 4A 4B 4C, 4D or 7 are used alv steel. Runners ositioned with short le toward finished
-"------�� side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. "E" -
shaped studs (Item 2A) may be used as side runners in ptace of "J" - shaped runners.
1. Beam — W12X14, W8X28, W8x24 or W6x12, min size, see Items 6A through 6E. 2. Steel Studs —"C-H" - sha ed studs, min 2-1/2 in. dee p y ) (
p p(min 4 in. dee when S stem C is used , fabricated from min 25 MSG min 20 MSG when
1 A. Steel Joists —(Not shown) — As an alternate to Item 1— Composite or noncomposite min 8k1 or min depth and weight shall be 8 in. and 4.9 Items 2D, 4A, 4B, 4C, 4D or 7 is used) galv steel. Cut to lengths 3/8 to 1/2 in. less than floor-to-ceiling height and spaced 24 in. or 600 mm OC (max
Ib/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30, 000 psi 16 in. OC when Items 4A, 4B, 4C, or 4D are used).
(30 ksi). Welded or bolted to end supports. The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in. thick. Bottom chords
shall consist of two round bars measuring 0.566 in. in diam. or finro angles measuring 1 by 1 by 0.125 in. thick. Bearing plates shall consist of two 3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than floor to
ceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panels
angles measuring 1-1/2 by 2 by 0.188 in. thick and 5-1/16 in. long. Web members shall consist of 0.565 in. diam bars. attached to long leg of vertical "J" - runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 in. OC. When wall height exceeds liner
1 B. Steel Joists —(Not shown) — As an alternate to Item 1— Composite or noncomposite min 12k5 or min depth and weight shall be 12 in. and panel length, liner panel may be butted to extend to the full height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt
7.1 Ib/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30, 000 joints in liner panels are staggered min 36 in. Butt joints backed with 6 in, by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard strips
psi (30 ksi). Welded or bolted to end supports. Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick. Bottom chords centered over butt joints and secured to liner panels with six 1-1/2 in. long Type G steel screws, three screws along the 22 in, dimension at the top and
shall consist of iwo round bars measuring 0.675 in. in diam. or finro angles measuring 1 by 1 by 0.125 in. thick. Bearing plates shall consist of two bottom of the strips.
angles measuring 2 by 2 by 0.192 in. thick and shall be min 4-15/16 in long. The second web member at each end shall consist of 0.654 in, diam CGC INC — Type SLX
round bar, All remaining web members, including the end web members, shall consist of 0.774 in. diam round bars. Bridging per S.J.I.
specifications is required when noncomposite joists are used. UNITED STATES GYPSUM CO — Type SLX
1 C. Steel Joists —(Not shown) — As an alternate to Item 1— Composite or noncomposite min 12k5 or min depth and weight shall be 12 in. and 4. Gypsum Board* —
7.1 Ib/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30, 000
psi (30 ksi). Welded or bolted to end supports. Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick. Bottom chord
shall consist of finro round bars measuring 0.675 in. in diam. or two nangles measuring 1 by 1 by 0.125 in. thick. The second web member at each
end shall consist of 0.654 in. diam round bar. All remaining web members, including the end web members, shall consist of 0.774 in. diam round
bars. Bridging per S.J.I. specifications is required when noncomposite joists are used,
1 D. Steel Joists —(Not shown) — As an altemate to Item 1— Composite or noncomposite min 8k1 or min depth and weight shall be 8 in. and 4.9
Ib/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30, 000 psi
(30 ksi). Welded or bolted to end supports. The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in. thick. Bottom chords
shall consist of iwo round bars measuring 0.566 in. in diam. or two angles measuring 1 by 1 by 0.125 in. thick. Bearing plates shall conform to
S.J.I. specifications. Web members shall consist of 0.565 in. diam bars.
2. Normal Weight or Lightweight Concrete — Normal weight concrete, carbonate or siliceous aggregate, 3500 psi compressive strength,
vibrated. Lightweight concrete, expanded shale or slate aggregate by rotary-kiln method or expanded clay aggregate by rotary-kiln or
sintered-grate method, or pelletized expanded blast furnace slag aggregate, 3000 psi compressive strength, vibrated, 4 to 7 per cent entrained air.
R�sieasned �vncreie, Con�ret� Unit Concr�ete
Ass�era�L�ly Rating �ir (T�pej 6�4teir�f�# pcE Tl�kns In.
1 �tvrrrial bVeig�.,'t 147-�5� �-7IZ
1-11'Z �vorma► �leig�� 1�#7-i�3 �4
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2 c+l�rmai t,Ueii�tat 3��-�5�: 4-it2
� Narmal t+'letqi�t 147-1�3 5-if�.
1 �a}C��:veFght 147-113 �-1�2
1 �a�B�tt+��eiglit 1{l�'-3.2f} �-5�8
i-1.12 Lsg@��ti��eight 147-11� 3
z �����n�e�9t,t Y�7-��.a . �-ir�
2 ii���;eight 3Q7-il�S 3-1/4'�:
2 La�G��h�eigFtt 11+�-1�Q 3-1j'2
� Lag��vw�eig�it. 3�7.7-�.�.3 4-3/15:
s L'+�bttvaeiglit ��4-�2Q ` �i-7/15
"' With 2 and 3 in. deep steel floor units only.
3. Welded Wire Fabric — 6x6 10/10 SWG.
4. Steel Floor and Form Units" — Composite 1-1/2, 1-5/8 , 2 or 3 in. deep galv units or 4-1/2 in. deep non-composite galv units. Fluted units may
be phos/ptd. Min gauges are 22 MSG for fluted and 20/20 for cellular and partial cellular units. The following combinations of units may be used:
(1) All 24, 26, 28 or 36 in. wide cellular or partial cellular.
(2) All fluted.
(3) One or two 3 in. deep, 12 in. wide, 18/18 MSG min cellular alternating with 3 in. deep fluted or other cellular.
(4) Any blend of fluted and 24, 26, 28 or 36 in. wide cellular or partial cellular.
(5) Corrugated, nom 1-5/16 or 2 in. deep, 30 in. wide, 24 MSG min galv units with shear wires factory welded to deck corrugations. Welded to
supports 12 in. OC through welding washers. For shear wire spacing of 8 in. or less the steel deck stress shall not exceed 20 KSI. For shear wire
spacing greater than 8 in. OC but less than or equal to 12 in. OC steel deck stress shall not exceed 12 KSI.
System G — 3 Hr
Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in three
layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in OC when
installed horizontally. Middle layer attached to studs with 1-5/8 in, long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC
when installed horizontally. Outer or face layer attached to studs with 2-1/4 in. long Type S steel screws spaced 16 in. when installed vertically
or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in. .
Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers.
CGC INC — Types C, IP-X2, IPC-AR, WRC
UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRC
5. Joint Tape and Compound —(Not Shown)
Systems A, B, C, E, F, G, H, I
Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be
omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound.
6. Batts and Blankets* —
Systems A, B, E, F, G, H, I
(Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt mineral bearing the UL
Classification Marking as to Fire Resistance.
'` Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
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1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
JUSTIN HILL, AIA-ARCHITECT
7511
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DRAWN: MC
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
0 2' 4, 8'
1 /4" = 1'-0"
JUSTIN HILL, AIA - ARCHITECT
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w.,��� REGISTEt�ED
��� ����' ����' � � ���cfi�rEci�
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�� J �TIN A. HILL
I i' STATE OF VlASIiINGiOh!
� NOTES �
�
�
'! 1. CONTRACTOR SHALL NOT DEMOLISH ANY LOAD BEARING WALLS
------- — ---- --- --1 THAT WILL COMPROMISE THE STRUCTURAL INTEGRITY OF THE �MG2.Alldghtsreserved.Nopartofthlsdocumentmaybereproducedin
____ _ � any forrn or by eny means without permission in writing from MG2.
1 I� BUILDING. NOTIFY ARCHITECT OF ANY STRUCTURAL ISSUES ARISING � DATE DESCRIPTION
i i�, FROM DEMOLITION. } _ � - � � � �
�' 2. DEMOLITION INCLUDES REMOVAL, STORAGE AND PROTECTION OF ,. , . �< . _ _ ,. ;, . _� � . , .. �. � : . _. . . � . . W .� . ,� �
I;
; ITEMS TO BE REUSED.
3. WHERE DEMOLITION WORK OCCURS ADJACENT TO EXISTING, PATCH �' ��� '� �` Y�'
KEY � , a ; -�
AND REPAIR ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE.
4. VERIFY FLOOR IS LEVEL THROUGHOUT. NOTIFY ARCHITECT OF ANY ; j '�
EXISTING WALL CONSTRUCTION DISCREPANCIES. "���` '' ����� �'' ' ��� � ��' ��� �����" ' ° �` '" � ��� �`�"``
---- EXISTING WALUDOOR/SOFFIT/FLOORING/FINISH/FIXTURES 5. REMOVE AND CAP EXISTING POWER AND COMMUNICATION �UTLETS �, ; �;-, �-j
THROUGHOUT PER ELECTRICAL CODE REQUIREMENTS (WHERE ` ' ' ' ' `°
- - - - TO BE REM4VED �` ` � �� � � � �
� REQUIRED).
<�'� EXISTING COLUMNS � � "'
_���,; 6. COORDINATE REMOVAL OF MECHANICAL EQUIPMENT, DUCTS AND r ` � ' �
�- � �,
CONDUIT TRENCH AREA FOR POWER AND DATA GRILLES WITH NEW WORK, SEE MECHANICAL DRAWINGS.
COORDINATE W/ MEP AND STRUCTURAL DRAWINGS 7. REMOVE PLUMBING FIXTURES AND CAP PLUMBING AT FLOOR OR '� r��� :
WALL, UON. �
D1 DEMO EXISTING WALL 8. DEMOLITION INCLUDES CORING OF SLAB FOR ELECTRICAL AND 16-5074-02
PLUMBING. PM: HENRY KURASAKI
�2 PATCH FINISHES TO ALIGN WITH EXISTING, REF FLOOR PLAN 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR FINAL TRENCH DRAWN: MC, PM
LAYOUT. COORDINATE WITH ARCHITECT, ELECTRICAL, PLUMBING,
D3 DEMO EXISTING DOOR AND/OR WINDOW AND STRUCTURAL DRAWINGS.
D4 DEMO EXISTING DOOR OR WINDOW AND INFILL OPENING 10. LOCATIONS OF ALL TRENCHING IN CONCRETE FLOOR SLAB IS TO BE FLOOR PLAN -
COORDINATED AND APPROVED PRIOR T0. EMOLITI
�5 NOT USED 11. EXISTING VAPOR BARRIERS MUST BE MAINTAINED WHERE
APPLICABLE.
D6 SAWCUT & DEMO EXISTING WALL AS REQUIRED FOR 12. DEMO AND ABATE ALL EXISTING ASBESTOS-CONTAINING TILE AND
INSTALLATION OF NEW FIRE BARRIER. PATCH AS REQUIRED MASTIC THAT IS DISTURBED AS A PART OF THIS PROJECT '
�
D7 DEMO EXISTING FLOORING, WATER HEATER, AND 13. TEST ANY ITEMS DlSTURBED OR DEMO'D AS PART OF THIS PROJEC � �
ASSOCIATED MATERIALS FOR LEAD AND ASBESTOS AND ABATE IF/AS REQUIRED,
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-��� EXISTING WALL CONSTRUCTION
- - - - EXISTING WALUDOOR/SOFFIT/FLOORING/FINISH/FIXTURES
- �; - TO BE REMOVED
�� ''��, , EXISTING COLUMNS
���
,�f,
CONDUIT TRENCH AREA FOR POWER AND DATA,
COORDINATE W/ MEP AND STRUCTURAL DRAWINGS
D1
D2
D3
D4
D5
D6
D7
DEMO EXISTING WALL
PATCH FINISHES TO ALIGN WITH EXISTING, REF FLOOR PLAN
DEMO EXISTING DOOR AND/OR WINDOW
DEMO EXISTING DOOR OR WINDOW AND INFILL OPENING
DEMO EXISTING DOOR AND FRAME, AND REPLACE AS PER
DOOR SCHEDULE
SAWCUT & DEMO EXISTING WALL AS REQUIRED FOR
INSTALLATION OF NEW FIRE BARRIER. PATCH AS REQUIRED
NOT USED
•
R�VI�1�D F�R
��p�� Ct�i�PI.I�NCE
�: �►PP��l���
; . ' JUL 19 2016
w
t:l�j/ �� �l.l�(1NII�
BUILDI�IG DIVISI4N
NOTES
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n 4:��.4:sn...�� '..� i-y�..
��`�'��' �a�� '�"��a��i��.���:
JUN 2�7 20�6
���`a�e 1 ���� ��
1. CONTRACTOR SHALL NOT DEMOLISH ANY LOAD BEARING WALLS
THAT WILL COMPROMISE THE STRUCTURAL INTEGRITY OF THE
BUILDING. NOTIFY ARCHITECT OF ANY STRUCTURAL ISSUES ARISING
FROM DEMOLITION.
2. DEMOLITION INCLUDES REMOVAL, STORAGE AND PROTECTION OF
ITEMS TO BE REUSED.
3. WHERE DEMOLITION WORK OCCURS ADJACENT TO EXISTING, PATCH
AND REPAIR ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE.
4. VERIFY FLOOR IS LEVEL THROUGHOUT. NOTIFY ARCHITECT OF ANY
DISCREPANCIES.
5. REMOVE AND CAP EXISTING POWER AND COMMUNICATION OUTLETS
THROUGHOUT PER ELECTRICAL CODE REQUIREMENTS (WHERE
REQUIRED).
6. COORDINATE REMOVAL OF MECHANICAL EQUIPMENT, DUCTS AND
GRILLES WITH NEW W�RK, SEE MECHANICAL DRAWINGS.
7. REMOVE PLUMBING FIXTURES AND CAP PLUMBING AT FLOOR OR
WALL, UON.
8. DEMOLITION INCLUDES CORING OF SLAB FOR ELECTRICAL AND
PLUMBING.
9. GENERAL CONTRACTOR IS RESPONSIBLE FOR FINAL TRENCH
LAYOUT. COORDINATE WITH ARCHITECT, ELECTRICAL, PLUMBING,
AND STRUCTURAL DRAWINGS.
10. LOCATIONS OF ALL TRENCHING IN CONCRETE FLOOR SLAB IS TO BE
COORDINATED AND APPROVED PRIOR T0.
11. EXISTING VAPOR BARRIERS MUST BE MAINTAINED WHERE �
APPLICABLE.
12. DEMO AND ABATE ALL EXISTING ASBESTOS-CONTAINING TILE AND
MASTIC THAT IS DISTURBED AS A PART OF THIS PROJECT.
13. TEST ANY ITEMS DISTURBED OR DEMO'D AS PART OF THIS PROJECT
FOR LEAD AND ASBESTOS AND ABATE IF/AS REQUIRED.
� �
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
� 751i
REG{STEftED
� A -iECT
�
JUSTIN �. F91LL
SiA'fE OF �'IASNINGTUN
� MG2. Ail rlghts reserved. No part of this document may be reproduced In
any fortn or by any means without permission in wriUng Trom MG2.
� DATE DESCRIPTION
.`.+5 � ..�„ ,�,.._.� � i,... ._ .u.. ,.i.. .., , . _.v ...,, w..,._ ..�,_.�.. .,
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PM: HENRY KURASAKI
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SEATTLE CHOCOLATES:
MANUFACTURING: 11.18
OFFICE: 3.75 + 15.32
RETAIL: 6.17
WAREHOUSE:19.04
GOOD WILL:
RETAIL: 34.33
,
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SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
JUSTIN HiLL, AIA - ARCHITECT
m MG2. All rlghts reserved. No part of thls document may be reproduced In
any form or by any means without permissfon in writing from MG2.
� DATE DESCRIPTION
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�, � I ��� ,%" '� ;� %� � ,.% 1. PREPARE EXISTING CONCRETE FOR INSTALLATION OF NEW FINISHED FLOOR MATERIALS. COORDINATE NEW (SHOWN WITH SOLID LINE) ,
;� ;-' %�� '� ;�" LEVELING OF SLAB WITH SPECIFICATIONS. NOTIFY ARCHITECT OF ANY DEVIATION FROM FLAT AND
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
0 2' 4' 8'
1/4" = 1'-0"
JUSTIN HILL, AIA - ARCHITECT
7511
REGISTEREO
A ITECT
STIN /�. 1-IILL
S�AI'E OF WASIiINGTON
m MG2. All dghts reserved. No paH of thls document may be reproduced In !
any form or by any means wlthout pertnlsslon In writing from MG2.
� DATE DESCRIPTION
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A 1 SCALE: 1/4" = 1' - 0"
2. MAINTAIN FIRE RESISTANCE RATING FOR EXISTING WALLS AND STRUCTURAL ELEMENTS. PROVIDE NEW EXISTING T (S )
OR REPAIR EXISTING TO MAINTAIN FIRE RATING. .� �..
3. SHADED OR HATCHED PORTIONS OF WALL REPRESENTS BLOCKING PROVIDED BY GENERAL �� a•• -.ar.� � NEW WALLS
CONTRACTOR FOR FIXTURES. COORDINATE WITH FIXTURE VENDOR FOR EXACT HEIGHTS AND
LOCATION. !� ����� ��� .� NEW 3-HR RATED WALLS
4. WHERE DEMO OCCURS ADJACENT TO EXISTING TO REMAIN, PATCH AND REPAIR ADJACENT CONDITIONS
FOR A UNIFORM APPEARANCE, � DOOR TAG - REFER TO SHEET A901 FOR SCHEDULE
5. PROVIDE AbDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY BUILDING CODE OR INSPECTOR.
6. OUTLETS AND COVER PLATES TO BE WHITE. • O WINDOW TAG - REFER TO SHEET A901 FOR SCHEDULE
7. VERIFY EXISTING TO REMAIN AND SALVAGED HARDWARE IS WORKING PROPERLY AND IN GOOD
CONDITION.
8. REFERENCE A700 SERIES SHEETS FOR BLOCKING LOCATIONS FOR FIXTURES X A a WALL TYPE - REFER TO A-801 FOR ADDITIONAL INFORMATION
9, PATCH AND REPAIR DEMISING WALLS TO PREPARE FOR NEW FINISHES AND CONSTRUCTION
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
FtEVIE1NED FOR
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SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
7511
�o„ REGISIERED
� � ARC111TECY
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STp,�tE OF �rrAsE�ir�uTot�
� MG2. AII rights reserved. No part of this document may he reproduced In
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� DATE DESCRIPTION
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1. PREPARE EXISTING CONCRETE FOR INSTALLATION OF NEW FINISHED FLOOR MATERIALS. COORDINATE NEW (SHOWN WITH SOLID LINE)
LEVELING OF SLAB WITH SPECIFICATIONS. NOTIFY ARCHITECT OF ANY DEVIATION FROM FLAT AND 16-5074-OZ
LEVEL. EXISTING TO REMAIN (SHOWN AS GREY SOLID LINE) �
2. MAINTAIN FIRE RESISTANCE RATING FOR EXISTING WALLS AND STRUCTURAL ELEMENTS. PROVIDE NEW PM: HENRY KURASAKI ;
OR REPAIR EXISTING TO MAINTAIN FIRE RATING. ,�, ,v.y .�,� �� NEW WALLS DRAWN: CS, MC
3. SHADED OR HATCHED PORTIONS OF WALL REPRESENTS BLOCKING PROVIDED BY GENERAL
CONTRACTOR FOR FIXTURES. COORDINATE WITH FIXTURE VENDOR FOR EXACT HEIGHTS AND '
LOCATION. �' +�t.=�u���a� NEW 3-HR RATED WALLS
4. WHERE DEMO OCCURS ADJACENT TO EXISTING TO REMAIN, PATCH AND REPAIR ADJACENT CONDITIONS � DOOR TAG - REFER TO SHEET A-601 FOR SCHEDULE F LOO R P LAN -
FOR A UNIFORM APPEARANCE.
5. PROVIDE ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY BUILDING CODE OR INSPECTOR. WINDOW TAG - REFER TO SHEETA-601 FOR SCHEDULE O RTH
6. OUTLETS AND COVER PLATES TO BE WHITE. O '
7. VERIFY EXISTING T4 REMAIN AND SALVAGED HARDWARE IS WORKING PROPERLY AND IN GOOD
CONDITION. WALL TYPE - REFER TO A-801 FOR ADDITIONAL INFORMATION
8. REFERENCE A121 AND A700 SERIES SHEETS FOR BLOCKING LOCATIONS FOR FIXTURES X A 8
9. PATCH AND REPAIR DEMISING WALLS TO PREPARE FOR NEW FINISHES AND CONSTRUCTION
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1. REFER TO A700 SERIES FOR ADDITIONAL INFORMATION
REGARDING FINISHES AND LOCATIONS.
2, PAINT WALLS P-1 UNO
3. FINISHES TO EXTEND TO DECK UNO
4. SEE A931 FOR FINISH SCHEDULE
KEY
XX-X FINISH DESIGNATION, SEE A-931 FOR FINISH
SCHEDULE
9 �
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
� 7511 . REGISTERLO
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� DATE DESCRIPTION
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DRAWN: CS, PM
FINISH PLAN
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JUN 2�'7 2A16
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N 4 T E S K EY OR SPEO ELECTRICAL
NEW (SHOWN WITH SOLID LINE)
1. FOR LIGHT FIXTURE TYPES, SEE ELEC DWGS.
2, COORDINATE AIMING OF LIGHT FIXTURES WITH OWNER. __-_ _-___-_..—_ EXISTING TO REMAIN (SHOWN AS
3. MAINTAIN ACCESS TO EXISTING HVAC, ELECTRICAL, AND PLUMBING SYSTEMS, --- ------- - GREY SOLID LINE)
INCLUDING CLEANOUTS, VALVES, DAMPERS, SMOKE DETECTORS, ETC.
4. REFER TO INTERIOR ELEVATIONS (A-700 SERIES) FOR ADDITIONAL FINISHES. 3 HOUR FIRE BARRIER
5. SPRINKLERS NOT SHOWN. REFER TO FIRE PROTECTION DRAWINGS.
6. HVAC NOT SHOWN. REFER TO MECHANICAL DRAWINGS. ' . � _ . .' . // % / f , / /
O� UTILIZE DRYWALL GRID SYSTEM AND 6" AXIOM CLASSIC ONE PIECE DRYWALL TRIM ,,.,�• �// r, j
FOR CLOUD, BOTH BY ARMSTRONG. AXIOM TRIM TO BE FIELD PAINTED. ,� �,.'� '� �.. GWB �' �' f ACM
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2x2 ACT 2x4 ACT
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LIGHT FIXTURE SCHEDULE
LIGHT # MANUFACTURER CATALOGUE # LIGHT TYPE
LF-1 ZUMTOBEL SLDI2FL1N8830 LINEAR RECESSED INTERIOR AND EXTERIOR
LF-2 INTENSE (BY LEVITON) OB1-L2-309-DIM-B-37 TRACK LIGHTING -ALL LOCATIONS
LF-3 ELK LIGHTING 6634 SEAPORT 16" WALL SCONCE FOR RESTROOMS, PROVIDE BLOCKING
LF-4 BARN LIGHT ELECTRIC WHS14-PC INDUSTRIAL PENDANT / CORD-HUNG-WHS14-PC-GALVANIZED FINISH
W LAC U I C LO IRE W D
LF-5 ACCLAIM PGA 241-1PLN COLOR CHANGING LINEAR WALL WASH, EXTERIOR
LF-6 HOMARY #0010556 VINTAGE INDUSTRIAL LOFT EXPOSED BULB
LF-7 PATHWAY C12XPLCR-1250-3K-D6 4VLEDCI2 CYLINDER DOWN LIGHT FOR RESTROOMS
LF-8 PHILIPS EVOKIT 2X2P 32L 34W 8355 MK10 7G2 2X2 TROFFER
LF-9 PHILIPS EVOKIT 2X4P 42L 40W 8351 MK10 AG2 2X4 TROFFER
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
0 2' 4' 8'
��� �������
1/4" = 1'-0"
JUSTIN HILL, AIA - ARCHITECT
7511
REGISTERCJ
ARCNITECt
���usYiti n. FilLL
STAZ E OF �'d,1SHI�dGI"Oh!
''�.�..,,---..
m MG2. All rights reserved. No part of thla document may be reproduced In
any form or by any means wiihout permission In writing from MG2.
� DATE DESCRIPTION
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16-5074-02
PM: HENRY KURASAKI
DRAWN: CS, MC, PM
REFLECTED
CEILING PLAN
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2. REFER TO A-141 FOR FINISH SCHEDULE
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
7511 '
REGISTEftEO
� AltCt{1TECT
STIiV i1. l-S1L.L
STATE OF 1NASiiINGiO"V
� MG2. Ail rlghts reserved. No parl of this document may be reproduced in
any form or by any means withoul pertnfssion in writing from MG2.
0 DATE DESCRIPTION
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16-5074-02
PM: HENRY KURASAKI
DRAWN: CS, PM, MC
EXTERIOR
ELEVATION AND
SECTION
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TA-11
TA-12
2 3 4 I 5
TOILET ACCESSORY SCHEDULE NOTES
DESCRIPTION MANUFACTURER MODEL FINISH REMARKS 1. REFERENCE PLUMBING pRAWINGS FOR MAKEIMODEL OF PLUMBING FIXTURES.
GRAB BAR BOBRICK B-5806-42 SATIN EXPOSED MOUNTED W/ C.L. AT 34" AFF, SAFETY-GRIP OR 2, ALL ACCESSORIES SUPPLIED BY GENERAL CONTRACTOR UNO.
APPROVED EQUAL 3, PROVIDE SOLID BLOCKING AS REQUIRED FORACCESSORIES.
GRAB BAR BOBRICK B-5806-36 SATIN EXPOSED MOUNTED W/ C.L. AT 34" AFF, SAFETY-GRIP OR 5. CAULK MIRRORAS REQUIRED.
APPROVED EQUAL
VERTICAL GRAB BAR BOBRICK B-5806-18 SATIN EXPOSED MOUNTED W/ C.L. AT , SAFETY-GRIP OR APPROVED
EQUAL
SCOUTMOB, FLEA MARKET RECLAIMED PLUMBING PIPE TOILET PAPER HOLDER, OR
TOILET PAPER DISPENSER � NA BLACK APPROVED EQUAL OR PROVIDE FABRICATION DRAWINGS FOR
CUSTOM BUILD
WASTE RECEPTACLE BOBRICK B-2260 SATIN FLOOR-STANDING W/ OPEN TOP, OR APPROVED EQUAL
SEAT COVER DISPENSER BOBRICK B-301 SATIN RECESSED, OR APPROVED PROVIDE
PAPER TOWEL DISPENSER BOBRICK B-35903 SATIN SURFACE MOUNTED, OR APPROVED PROVIDE
COAT HOOK BOBRICK B-223 SATIN SURFACE MOUNTED, OR APPROVED EQUAL
MIRROR CUSTOM G-L-2 M-5 CUSTOM MIRROR, OR APPROVED EQUAL
4'-0"
SOAP DISPENSER BRADLEY 658-30 SATIN SURFACE MOUNTED, OR APPROVED EQUAL i
TOILET PARTITION BRADLEY SERIES 400 POWDER COAT STEEL GREY COLOR, FLOOR MOUNT W/ CEILING BRACING, OR — �
APPROVED EQUAL
C
SYMBOLS
BLOCKING
4'-� 1"
HAND DRYER BOBRICK 8-7180 CHROME SURFACE MOUNTED, OR APPROVED EQUAL `�
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NO OBSTRUCTIONS 1-1l4" T01-112"
DIA NOMINAL
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BACKING AT GWB S
OR CERAMIC TILE 601
FACE OF WALL
TYP. GRAB BAR
� BLOCKING DETAIL
� � SCALE: NTS
1 1/2" I. I"
/
TYP. HI-LOW ELECTRIC
� WATER C�OLER DETAIL
V `'� % SCALE: NTS
NOTE:
1-1/2" CLEAR BETWEEN GRAB BAR AND WALL,
KEEP CLEAR - NO OBSTRUCTIONS 12" ABOVE
AND 1 1/2" BELOW GRAB BAR - SEE 14 / G202
39" - 41"
GRAB BARS� AUTO-FLUSH
WHERE NOTED
12" 42" �o
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SINK PIPES
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7511
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STATE OF d'InSNINGi0P1
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1180 ANDOVER PARK WEST
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1180 ANDOVER PARK WEST
TU KW 1 LA, WA 98065
VATI O N �USTIN HILL, AIA - ARCHITECT
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COUNTER TOP AND BACKSPLASH
LOW PROFILE STAINLESS STEEL
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ROOM)
PROVIDE BLOCKING AS REQUIRED
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MELAMINE AT ALL INTERIOR
SURFACES TYPICAL
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
7511
REGISIERED
ARCIiI CT
JUSTIN A. f�ILL
STATE Of 4"IASHlPIGTON
.�.+.,,,.,,
m MG2. All rights reserved. No part of this document may be reproduced In
any form or by any means without permission In writing from MG2.
0 DATE DESCRIPTION
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DRAWN: MC, PM
INTERIOR
ELEVATIONS
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�OTES
1. ALL INSULATION SHALL HAVE MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE
DEVELOPED INDEX OF 450 IN ACCORDANCE WITH CBC 720.2.
2. PROVIDE MOISTURE OR MOLD RESISTANT GWB AT RESTROOMS, AND BEHIND DRINKING FOUNTAIN.
3. FIRE RATING AND SOUND TRANSMISSION COEFFICIENTS ARE BASED UPON THE ASSEMBLIES
SHOWN WITHOUT INSULATION, UNLESS NOTED OTHERWISE.
4. REFER TO WALL DETAILS FOR TERMINATIONS, CONNECTIONS, PENETRATIONS AND INTERSECTIONS.
5. SEPARATE BACK TO BACK ELECTRICAL OR OTHER UTILITY BOXES BY AT LEAST ONE STUD BAY IN
SINGLE STUD WALLS AND TWO STUD BAYS IN STAGGERED STUD OR DOUBLE STUD WALL
ASSEMBLIES. �
6. SEAL ALL DUCT, CONDUIT OR PIPING PENETRATI�NS THROUGH ACOUSTICALLY RATED
CONSTRUCTION TO PREVENT DIRECT CONTACT USING RESILIENT NON-HARDENING CAULK. USE
FIRE-RATED ACOUSTICAL CAULK IN FIRE-RATED CONSTRUCTION.
7. STAGGER ALL JOINTS WHENEVER TWO OR MORE LAYERS OF GWB ARE SCHEDULED.
8. SECURE BATf INSUTATION TO THE STRUCTURE AS REQUIRED TO PREVENT SAGGING OR
DISPLACEMENT.
9. CONFORM TO UL ASSEMBLY # NOTED FOR EACH RATED WALL TYPE.
WALL TYPE:
DENOTES PLAN
CONFIGURATION
DENOTES SECTION
CONFIGURATION
� DENOTES INSULATION
PLA�
NON-RATED
5/8" GWB
METAL
STUDS
INSULATION
IF NOTED
� 3-5/8" METAL STUD
2 6" METAL STUD
INSULATIU�I:
�n NONE
❑a ACOUSTICAL INSULATION
�t THERMAL INSULATION: R19 MIN
� MATCH EXISTING
. .
• '` �
5/8" GWB (ONE
SIDE)
METAL STUDS
INSULATION IF
NOTED
3 1-1/2" METAL STUD
q, 2-1/2" METAL STUD
�� 3-5/8" METAL STUD
6 6" METAL STUD
3
• �.
4
EXISTING ROOF DECK
JOIST BRACWG PER STRUCTURAL
�
DEFLECTION TRACK- DO NOT
ATTACH GWB TO TOP RUNNER.
PROVIDE ACOUSTICAL SEALANT
AT ALL GAPS BETWEEN CEILING
,--�,-,r— & PARTITION.
POWDER ACTUATED FASTENER
W/ 3/4" MIN EMBED @ 16" O.C.
CONT 20 GA TRACK W/ #8 SCREWS
WALL BASE, EA. SIDE, SEE
FINISH SCHEDULE.
FU LL HT. PARTIT141V DETAI L
C � SCALE: 3" = 1'-0"
3-HR RATED (UL ##U415, SYSTEM G)
7 2-1/2" C-H STUD
(3) LAYERS
5/8" TYPE "C" GWB
2-1/2" C-H STUDS
1" TH. GYPSUM LINER PANEL
EXISTING WALL TO REMAIN
P LAiV
NON-RATED
5
MTL
STUD
WALL
2x6 BLOCKIN
NEVU 5/8" GWB
(E) METAL
STUDS
INSULATION
IF EXIST
g EXIST MTL STUD
�
LIGHT SUPP4RT
BRACKET (WHERE
APPLICABLE)
WALL SYSTEM
TRACK
OST BEYOND
WALL SYSTEM
TRACK
�LC�CKII�G DETAIL
SCALE: 1" = 1'-0"
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X 3 WOOD TRIM
�
LL DETAIL
SCALE: 1-1 /2" _ �'-0"
CERAMIC WALL TILE—�
SEE A931 FOR MANUF & SIZE
PROVIDE CERAMIC TILE & ALL JOINING
& CORNER ACCESSORIES 8� INSTALL IN
ACCORDANCE WITH MANUFACTURER'S
STANDARD INSTRUCTIONS.
SCHLUTER-DILEX-AHKA--\
ALUM COVE SECTION
CONC FLO�R�
�� C4VE D ETAI L
/'� 'i 1
�"� � % SCALE: 3" = 1'-0"
E7
A801
.� — —
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B
PARTIAL HEIGHT WALL
sEc-rio�
EXISTING WALL
TO REMAIN
l8" GWB - PAINT
5/8" METAL STUDS
,T 16" OC MAX
" STD PIPE POST AND
ASE PLATE AT NON-
,ESTRAINED END OF
VALL, ANCHOR TO FLOOR
FIN FLR =
0'-0"
sECTio�
8' GWB
STUD WALL
PROVIDE SOUND
BATf INSUL WHERE
INDICATED
��VIEWED FOi�
���� CC�iiiiPLIAP�CE
t � �@�PRO�l��
�
� �;. JUL 19 2016
�i'fj/ �f �l.l�Wl{� E
�UILDI�IG DIViSIOi��
EXISTING BOD
FIRE CAULK ALL
� PENETRATIONS
AND JOINTS
FIRE CAULK ALL
� PENETRATIONS
AND JOINTS
��xo,���;fy �;-�
., a:.> 9.. '� �.,�. fi�
��� ii �,✓a� ,.�b� �btiL ��v�
EXISTING FLOOR
JUN 2�7 2A16
���� �u�" �����'��
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0
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SEATfLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
�7511
REGISTEREO
ARC ECT
sYi�v n. ��i��
S'fATE OF �'ASNINGTON
� MG2. All rights reserved. No part of this document may be reproduced in
any form or by any means without permission in wridng from MG2.
� DATE DESCRIPTION
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16-5074-02
PM: HENRY KURASAKI
DRAWN: CS, MC
WALL TYPES &
PARTITION DETAILS
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NO. LOCATION DOOR FRAME
DETAIL FIRE FIRE HDWR.
WIDTH HEIGHT MATERIAL TYPE MATERIAL HEAD JAMB SILL RATING RATING SET REMARKS SIGNAGE
100 ENTRY 6'-0" EX AL & GL EX AL & GL EX EX ADA - - EX EXISTING DOOR EXIT
101 FACILITY ACCESS 3'-0" 7'-0" HM D HM A1 A2 - - - 01 KEY PAD ACCESS EXIT
102 FACILITY ACCESS 3'-0" 7'-0" HM � HM A1 A2 - - - 01 KEY PAD ACCESS EXIT
103 HALLWAY 3'-0" 7'-0" HM p` HM A1 p,2 - - - 02 - NONE
104 WOMEN'S ROOM 3'-0" 7'-0" HM A HM A1 q2 - - - 03 - WOMEN'S RO�
105 MEN'S ROOM 3'-0" 7'-0" HM p► HM A1 p,2 - - - 03 - MEN'S ROOM
106 OFFICE ACCESS 3'-0" 7'-0" HM A HM A� AZ - - - 01 KEY PAD ACCESS -
107 FACTORY ACCESS 3'-0" 7'-0" HM E HM A1 q2 - 3-HR 3-HR 04 - EXIT ACCESS
108 FLEX SPACE 1 3'-0" 7'-0" HM F HM A1 A2 _ _ _ 05 - -
109 FACTORY ACCESS 3'-0" 7'-0" HM A HM p`� A2 - 3-HR 3-HR 06 - -
110 FLEX SPACE 2 3'-0" 7'-0" HM F HM A1 A2 - - - 05 - -
111 FACTORY ACCESS 3'-0" 7'-0" HM A HM A1 A2 - 3-HR 3-HR 06 - -
112 MAINTENANCE 3'-0" 7'-0" HM A HM A� � - 3-HR 3-HR 07 - -
113 EXISTING OFFICE 3'-0" 7-0" HM A HM A� � - 3-HR 3-HR 06 - -
114 EXISTING OFFICE 3'-0" 7'-0" HM A HM A� � - 3-HR 3-HR 06 - -
115 EXISTING OFFICE 3'-0" 7'-0" HM A HM A� � - 3-HR 3-HR �4 - EXIT ACCESS
PULL SIDE
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NOTE:
1. FLOOR OR LANDING ON EACH SIDE
OF DOOR IS LEVEL AND CLEAR.
2. SURFACE SLOPE OF THE LEVEL
AREA (EXTERIOR DOORS) SHALL NOT
EXCEED 1:48 SLOPE.
PROVIDE THIS ADDITIONAL SPACE IF
DOOR IS EQUIPPED WITH BOTH A
LATCH AND A CLOSER
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�/ W w z�� DOORS MOUNT TO THE
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�� SCALE: 1 /2" = 1'-0"
GENERAL DOOR NOTES
A. FOR EXISTING EXITING DOOR, GC TO VERIFY HARDWARE TO BE COMPLIANT WITH LOCAL CODE / REGULATIONS. IF S0,
GC TO COORDINATE WITH TENANT REPRESENTATIVE REGARDING RE-USE
B. ALL DOOR SIZES SHOWN TO BE FIELD VERIFIED PRIOR TO FABRICATION
C. PROVIDE LEVER TYPE HANDLES THAT DO NOT REQUIRE GRASPING ABILITY
D. ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT
E. MAXIMUM EFFORT TO OPEN DOOR SHALL BE 5 LBS MAXIMUM
HARDWARE SETS
SEE SECTION SPECIFICATION SHEETS FOR FINISHED HARDWARE SPECIFICATIONS:
QUANTITIES LISTED FOR EACH DOOR:
01. HW SET 01- OFFICE: 04. HW SET 04- EGRESS (3-HR DOOR): 06. HW SET 06 - FACTORY ACCESS (3-HR};
(3) HINGE (3) HINGE (3) HINGE
(1) OFFICE LOCKSET (1) LEVER HARDWARE (1) PASSAGE LOCKSET
(1) CLOSER (1) CLOSER (1) CLOSER
(3) SILENCER (3) SILENCER (3) SILENCER
(1) GASKET (1) GASKET
02. HW SET d2 - PASSAGE: (1) PANEL HARDWARE *FIRE LISTED HARDWARE
{3) HINGE *FIRE LISTED HARDWARE
{1) PASSAGE LOCKSET 07. HW SET 07 - MAINTENANCE (3-HR):
(1) CLOSER 05. HW SET 05 - FLEX SPACE: (3) HINGE
{3) SILENCER (3) HINGE (1) STOREROOM LOCKSET
(1) PUSH/PULL HARDWARE (1) SILENCER
03. HW SET 03 - RESTROOMS: (1) CLOSER (3} CLOSER
(3) HINGE (3) SILENCER (1} GASKET
(1) PUSH/PULL *FIRE LISTED HARDWARE
(1) CLOSER
(3) SILENCER
(2) MOP PLATE
WALL MOUNTED SIGNAGE
TO BE LOCATED ON LATCH
SIDE OF DOOR. MOUNT AT
60" TO CENTERLINE OF SIGN
FROM FLOOR. FOIC �
���
LETTERING � �
RAISED 1/32" �
HEIGHT OF ���
LETTERING 5/8" MIN. • � �
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UPPERCASE SANS
SERIF CHARACTERS
CORRESPONDING
GRADE II BRAILLE
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SPACE BETWEEN CELLS, MEASURED FROM THE FIRST COLUMN
OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN
THE SECOND CELL. BRAILLE DOTS ARE RAISED 1/32".
ACCESSIBL
A� SCALE: 1 /2" = 1'-0"
E DOOR SYMBOLS
REVIEUVED FOR.
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
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JUSTIN HILL, AIA-ARCHITECT
�7511
REGISTEREO
ARCNITECT
JUSTIN A. H(LL
STATF OF �ti'RSHINGiON
�..,�
m MG2. All rights reserved. No part of thla document may be reproduced in
eny form or by any means without permission in writing from MG2.
� DATE DESCRIPTION
� , } _ .j
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16-5074-02
PM: HENRY KURASAKI
DRAWN: CS, MC
SCHEDULES &
LEGENDS
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SEATfLE CHOCOLATE
FF&ESCHEDULE
06232016
EXTERIOR FINISHES
TYPE CODE LOCATION DESCRIPTION MANUFACTURER NOTES
Glass Spec GL-1 Exterior5torefrontFasade Glazing PPG Ideascapes PPG Ideascapes
Low-E Solarban Glass Chuck McMullen
E: cmcmullen@ppg.com
Exterior metal Spec/ Drawing M-lA Exterior Cap White Powder Coated Metal TIGER Drylac Canada, inc.
powder coai Tiger Drylac Ral 110 Southgate Drive
38/10010 Guelph, ON N1G 4P5 � Canada
RAL 9016 www.tiger-coatings.com
Carley Medcalf
T +1(800)243-8148
Exterior metal Spec/ Drawing M-2A Exterior Signage Traffic Purple Powder Coated IFS Coatings
powder coat Metal www.iiscoatings.com
IfS Coatings 940-668-1062
PLSF60260
Paint Drewing P-1A Exterior Fin Benjamin Moore Sentinel Paint Company
OC-21 155 SW 152nd Street
Winter White Burien, WA 98166
206-241-1119
INTERIOR FINISHES
TYPE CODE IOCATION DESCRIPTION MANUFACTURER NOTES
Acoustica) Drewing AT-1 Restrroom Ceiling tile ARMSTRONG Armstrong Commercial Ceilings * Walis • Referto RCP drawing set for ceiling grid layout and sizing
Ceiling Tile Oune square lay-in and tegular Dean Engle - Regional Commercial Sales
ceiling tile Specialist
P: 717.396.5980
E: drengie@Armstrong.com
Ceramic Tile Drewing CT-1 Restroom Wall Ann Sacks Tiles Ann Sacks Tiles ' Provide bullnose tile
A513136 Arden field tile Stephanie Poliakoff
3x6 Gloss & white 206.441.8917
Grout Drawing G-1 Men's restroom / Women's MAPEI Lumber Liquidators - Seattle
restroom: wall 47 33001st Avenue 5, Suite 200
Charcoal Seattle 98134
Phone:206-625-5200
Fax:206-625-5780
www.lumberliquidators.com
Glass Drawing / GL-2 Restroom Mirrors A51 Specialty ASI Specialty 'Match Architect's Sample
custom fixture Antique Mirror Antique Mirror
Antico Veneziano - SPAQM003 Antico Veneziano - SPAQM003
212-206-1730
sales@archsystens.com
Tile Drawing GL-3 Tasting room & Classroom Door Mcgrory Glass McGrory Glass • Aiternative option - print vynil film and apply to typ.giass
MLVG2-196 1400 Grandview Avenue
Pauls6oro, N108066
P: 800.220.3749
E: design@mcgrory.com
Metal with Drawing M-IB Fixture White Powder Coated Metal TIGER Drylac Canada, Inc.
poweder coat Tiger Orylac Ral 110 Southgate Drive
049/11340 Guelph, ON N1G 4P5 � Canada
Ral 9016 www.tigervcoatings.com
Carley Medcalf
T +1(800)243-8148
Metal with Drawing M-4 Fixture Black Powder Coated Metal TIGER Drylac Canada, Inc.
poweder coat Tiger Drylac Ral 110 Southgate Drive
049/63080 Guelph, ON N1G 4P5 � Canada
Ral 8022 www.tiger-coatings.com
Carley Medcatf
T +1(800)243-8148
Paint
Paint
P-1 Generai Wall Paint
P-2 Entry Ceiling Paint
�min Moore
1
er White
amin Moore
-30
;ht magenta
Sentinel Paint Company
155 SW 152nd Street
Burien, WA 98166
206-241-1119
Sentinel Paint Company
155 SW 152nd Street
Burien, WA 98166
206-241-1119
P-lA FLAT
P-18 EGGSHELL
P-1C SEMIGLOSS
0
Paint �Drawing �P-3
Paint Drawing P-4
Laminate Pixture Pl-1
Laminate IFixture IPL-2
Tile �Drawing �T-1
VinylTile �Drawing �VT-1
Base �Drawing
Stone �Drawing �S-1
Sealed Drawing
concrete
Specialf(nish �Drawing
Specialfinish �Drawing
Accent 1
2
fixture
Restroom Flooring
flooring
Base
room table top
7
Benjamin Moore Sentinel Paint Company
CW-170 155 SW 152nd Street
Tarpley Brown Burien, WA 98166
206-241-1119
Benjamin Moore Sentinel Paint Company
CW-180 155 SW 152nd Street
Bucktrout Brown Burien, WA 98166
206-241-1119
Nevamar McKillican American, Inc.
Chalk White 3808 N. Sullivan Road, BIdg.33A
Textured Spokane, WA 99216-1608
57024T 8a0.635.1506
509.891.1100
Fax: 509.891.8100
Wilsonart Standard Laminate E B Bredley Company
Biond Echo 6208 5. 231st Street
7939k-18 Kent, WA 98032
United States
P: 253.856.8855
Concrete-Colla6orative Concrete-Collaborative.com
Solana Sales@concrete-collaborative.com
Acier 12x24x5/8"
Karndean Mike Hendry
Designflooring Mobile:360.250.1505
Reclaimed Maple Fax: 800.867.7043
VGW71T mike.hendry@karndean.com
48"x7"
lohnsonite Pacific Mat & Commercial Flooring
Traditional wall base 1 13420 NE 16th St Ste 8
167 Fudge Bellevue, WA 98005
(800) 345-6287
Carrare Honed Marb�e Oregon Tile & Marble
OTMit lOH Seattle, Washington
(206)762-1858
5930 6th Ave. 5• Seattie, WA 98308
area and Restroom ISealed concrete
Deck
Po�tal
Mezz-tread
Ken Turnbull
Resindek- white color optian
n Industries, LLC
42,1990
�39.9000
�/wwwsyivanproducts.com/
Designs Inc.
�m Mezzanine Systems
S. Westridge Drive � New Berlin,
msin 53151 800.826.7061
'89.1966 F 262.789.1970
:
check site condition, if we can keep concrete flooring we
�ep concrete flooring ff not we use this tile.
Extisiting Concrete and Seal it.
color
FURNITURE
TYPE
Chair
CODE � LOCATION
Classroom Chair
xd Side Chair
c Silver
311:33"Hx17.5"Wx18"D
14.25"Wx14"D
�II Product Weight:l4 Ibs
MANUFACTL
Main
�/www.jossandma
-Chair-TADN2115-
NOTES
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SEA`fTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
JUSTIN HILL, AIA - ARCHITECT
7511
REGISTEREO
'�� ARc►��r�cT
,�usi�iN a. f-n�.�
�STATE 0( `dfllSNliVGiON
'���-�"�'""..�
� MG2. Ail 8ghts reserved. No part of this document may be reproduced In
any fortn or by any means without pertnission in writing from MG2.
� DATE DESCRIPTION
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16-5074-02
PM: HENRY KURASAKI
DRAWN: CS, PM
FINISH SCHEDULE
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REFERENCE SYMBOLS
NEW MECHANICAL WORK
EXISTING MECHANICAL WORK
� � � � � � � � � EXISTING MECHANICAL WORK
TO BE DEMOLISHED
�--���- ENLARGED PLAN BORDER
�- � � MATCHLINE
� SECTION IDENTIFIER
MX.X
1
DETAIL OR DRAWING IDENTIFIER
MX.X
REVI510N CLOUD INDICATES WHERE
SECTION APPEARS
Q INDICATES REVISION & NUMBER
1 � FLAG NOTE
1�
AHU-XXX EQUIPMENT IDENTIFIER
POINT OF CONNECTION
NORTH ARROW
�
� MECHANICAL ACCESS
J
DIFFUSER, REGISTER,
AND �RILLE SYMBOLS
X� M AIR DEVICE TAG
� SUPPLY DIFFUSER
� RETURN OR RELIEF GRILLE
D � EXHAUST GRILLE
�SIDEWALL GRILLE (SUPPLY),
-'� LOUVER (EXHAUST OR RETURN)
:
A
�SIDEWALL GRILLE (RETURN OR EXHAUST),
�� LOUVER (OUTSIDE)
� LINEAR GRILLE
(( }j ROUND DIFFUSER
v�
❑
DUCTWORK SYIVIBOLS
NEW DUCTWORK
RISE OR DR�P DIRECTION
OF AIR FLOW
-----
INTERNALLY LINED DUCT
� MANUAL VOLUME DAMPER
BDD
BACKDRAFT DAMPER
MOTOR OPERATED DAMPER
DUCT SMOKE DETECTOR
�► FIRE DAMPER
SMOKE DAMPER
��,
COMBINATION FIRE/SMOKE DAMPER
HORIZONTAL FIRE DAMPER
O� HORIZONTAL SMOKE DAMPER
HORIZONTAL COMBINATION
FIRE/SMOKE DAMPER
�! FLEXIBLE CONNECTION
��
UC ,� UNDERCUT DOOR
� � SUPPLY AIR DUCT SECTION
�� RETURN OR OUTSIDE AIR DUCT SECTION
� � EXHAUST AIR DUCT SECTION
RECTANGULAR DUCT UP
RECTANGULAR DUCT DOWN
Q� � ROUND DUCT UP
ROUND DUCT DOWN
FLEXIBLE DUCTWORK
CONTROLS
� ROOM THERMOSTAT SENSOR
"THERMOSTAT"
�S ROOM SENSOR
� ROOM PRESSURE SENSOR
� VARIABLE FREQUENCY DRIVE
� STARTER OR STARTER/DISCONNECT
� DIRECT DIGITAL CONTROL PANEL
DP DIFFERENTIAL PRESSURE TRANSMITi'ER
- - - - - - - - - - CONTROL WIRING
$ SWlTCH
n
❑
GENERAL NC�TES:
GENERAL:
1. COORDINATE MECNANICAL WORK WITH ELECTRICAL,
ARCHITECTURAL, STRUCTURAL, CIVIL AND LANDSCAPE
WORK SHOWN ON OTHER CONTRACT DOCUMENTS.
PROVIDE ADDITIONAL OFFSETS FOR COORDINATED
INSTALLATION WHERE REQUIRED.
2. COORDINATE HVAC, PLUMBING AND FIRE PROTECTION
WORK PRIOR TO INSTALLATION. DUCTWORK AND
EQUIPMENT ACCESS TAKES PRECEDENCE OVER PIPING
FOR AVAILABLE SPACE.
3. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH
AND INSTALL".
4. MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE
OF DUCTS, PIPES, CONDUITS, SUSPENDED EQUIPMENT,
ETC., IN MECHANICAL ROOM ACCESS SPACES.
5. COORDINATE EQUIPMENT CONNECTIONS WITH
MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE
AND PROVIDE DUCTAND PIPING TRANSITIONS REQUIRED
FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED
EQUIPMENT. FIELD VERIFY AND COORDINATE DUCT AND
PIPING DIMENSIONS BEFORE FABRICATION.
6. PROVIDE MISCELLANEOUS STEEL REQUIRED TO ENSURE
PROPER INSTALLATION OF MECHANICAL SYSTEMS.
7. PROVIDE ACCESS DOORS FOR MECHANICAL EQUIPMENT
INSTALLED BEHIND WALLS, ABOVE INACCESSIBLE CEILINGS
AND BELOW FLOORS. ACCESS DOOR SHALL BE SIZED SO
THAT ADJACENT EQUIPMENT IS ACCESSIBLE. PROVIDE
ACUDOR, ELMDOR, MILCOR, OR APPROVED.
8. COORDINATE ATTACHMENTS TO STRUCTURE TO VERIFY
THATATI'ACHMENT POINTS ON EQUIPMENTAND
STRUCTURE CAN ACCEPT SEISMIC, WEIGHT, AND OTHER
LOADS IMPOSED.
9. MAINTAIN INDICATED FIRE AND SMOKE RATING OF WALLS,
PARTITIONS, CEILINGS, ANd FLOORS AT MECHANlCAL
PENETRATIONS. SEAL PENETRATIONS WITH FIRESTOP
MATERIAL. PROVIDE MATERIAL IN ACCORDANCE WITH
ASTM E 814 AND UL 1479 3M OR APPROVED. COMPLY WITH
REQUIREMENTS SPECIFIED IN DIVISION 07.
10. LOCATIONS AND SIZES OF FLOOR, WALL, AND ROOF
OPENINGS SHALL BE COORDINATED WITH OTHER TRADES
INVOLVED. INCLUDE IN THE COST OF MECHANICAL WORK,
CUTTING, CORING, PATCHING AND PAINTING OF EXISTING
WALLS, CEILINGS, FLOORS AND ROOFS AS REQUIRED TO
ACCOMMODATE WORK AS INDICATED IN THE MECHANICAL
CONTRACT DOCUMENTS, UNLESS SPEGIFICALLY SHOWN
ON ARCHITECTURAL DRAWINGS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SAFEKEEPING OF HIS OWN PROPERN ON THE JOB SITE.
OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION
OF PROPERTIES AGAINST FIRE, THEFT AND
ENVIRONMENTAL CONDITIONS.
12. BUILDING SPACE IS LIMITED. STRONG ATfENTION TO
DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING
SHOP DRAWING SO ROUTING IS COORDINATED WITH
OTHER DISCIPLINES.
13. MATERIALS WITHIN PLENUMS SHALL BE
NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD
INDEX OF NOT MORE THAN 25 AND A
SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR
UL 723.
14. MECHANICAL EQUIPMENT, PACKAGED UNITS,
❑
CONTROL PANELS, MOTOR STARTER, MOTOR
CONTROLLERS, VARIABLE FREQUENCY DRIVES AND
SIMILAR EQUIPMENT SHALL CARRY A SHORT CIRCUIT
CURRENT RATING (SCCR) EQUAL TO OR GREATER
THAN AVAILABLE FAULT CURRENT DELIVERED FROM
ELECTRICAL SYSTEM. INCLUDE VISIBLE FACTORY
NAMEPLATE FOR SUCH EQUIPMENT INDICATING SCCR
OF EQUIPMENT IN ACCORDANCE WITH UL 1995 AND UL
508A.
HVAC/SHEET METAL:
1. DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS,
ARE INTERNAL CLEAR DIMENSIONS AND DUCT SIZE SHALL
BE INCREASED TO COMPENSATE FOR DUCT LINING
THICKfVESS.
2. PROVIDE MANUAL VOLUME DAMPER FOR EACH DIFFUSER,
REGISTER, AND GRILLE.
3. PROVIDE DUCT ACCESS DOORS AT DUCT SMOKE
DETECTORS, BACKDRAFT DAMPERS, MOTORIZED CONTROL
DAMPERS, FIRE DAMPERS, SMOKE DAMPERS,
COMBINATION FIRE/SMOKE DAMPERS, DUCT MOUNTED
COILS, DUCT AIRFLOW STATIONS AND LOUVER PLENUMS.
ENERGY CODE: (WASHINGTON STATE ENERGY CODE)
1. MOTORS: COMPLY WITH MlNIMUM FULL LOAD
EFFICIENCIES LISTED IN THE WASHINGTON STATE ENERGY
CODE.
2. PIPING AND DUCT INSULATION: COMPLY WITH THICKNESS
AND TYPES LISTED IN THE WASHINGTON STATE ENERGY
CODE.
3. DUCT SEALING: SEAL DUCT TRANSVERSE JOINTS AND
LONGITUDINAL SEAMS PER THE WASHINGTON STATE
ENERGY CODE.
4. RECORD DRAWINGS: PROVIDE PER THE WASHINGTON
STATE ENERGY CODE.
5. OPERATION AND MAINTENANCE MANUALS: PROVIDE PER
THE WASHINGTON STATE ENERGY CODE.
6. SYSTEM BALANCING: PROVIDE PER THE WASHINGTON
STATE ENERGY CODE.
7. MECHANICAL SYSTEMS COMMISSIONING: PROVIDE PER
THE WASHINGTON STATE ENERGY CODE.
8. THIS BUILDING AND (TS ENERGY SYSTEMS HAVE BEEN
DESIGNED TO COMPLY WITH THE WASHINGTON STATE
ENERGY CODE. CONTRACTOR IS RESPOtVSiBLE FOR
CORRECT INSTAlLATION OF ENERGY CONSERVATION
MEASURES.
9. BUILDING PRESSURE TESTING: COORDlNATE PHASING OF
BUILDING ENVELOPE LEAKAGE TESTING WITH MECHANICAL
SYSTEM SCOPES OF WORK. TEMPORARILY CAP SYSTEMS
AS REQUIRED TO FACILITATE LEAKAGE TESTING SCOPE OF
WORK.
NON-STRUCTURAL MECHANICAL COMPONENTS:
1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE
2092 INTERNATIONAL BUlLDING CODE AND FROM THE
AMERICAN SOCIETY OF CIViL ENGINEERS (ASCE)
STANDARD 7-10. THE CONTRACTOR SHALL REFER TO THE
ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS, AND
FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL
ADHERE TO REGIUIREMENTS AND AS SUCH, SHALL BE
INCLUDED WITHIN BID.
2. 2012 IBC 1613.1 SCOPE: ARCHITECTURAL, MECHANICAL,
ELECTRICAL, AND NON-STRUCTURAL COMPONENTS THAT
ARE PERMANENTLY ATfACHED TO STRUGTURES AND
❑
THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED
AND CONSTRUCTED TO RESIST THE EFFECTS OF
EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7-10,
EXCLUDING CHAPTER 14 AND APPENDIX 11A.
3. 20121BC 1705.11 CONTRACTOR RESPONSIBILIN: THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN
AND CONSTRUCTION OF A SEISMIGFORCE-RESISTING
SYSTEM, DESIGNATED SElSMIC SYSTEM, OR
SEISMIGRESISTING COMPONENT LISTED IN THE
STATEMENT OF SPECIAL INSPECTIONS.
4, HANGERS AND SEISMIC BRACING FOR THE MECHANICAL
SYSTEMS SHALL BE DESIGNED AND PROVIDED BY THE
MECHANICAL CONTRACTOR. REFER TO CONTRACTOR
SHOP DRAWINGS FOR LOCATIONS OF EQUIPMENT AND
HUNG MECHANICAL SYSTEMS. THE MECHANICAL
CONTRACTOR SHALL COORDINATE THE SUPPORT
SYSTEMS AND DESIGN LOADS FOR HUNG MECHANICAL
SYSTEMS WITH THE GENERAL CONTRACTOR AND OTHER
TRADES THAT MAY BE IMPACTED.
EXISTING MECHANICAL:
1. WORK SHALL BE PERFORMED IN A CLEAN AND
WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO
MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO
OTHER AREAS OF THE BUILDING WHICH ARE TO REMAIN IN
OPERATION. ISOLATE WORK AREAS BY MEANS OF
TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST
AND DIRT WITHIN THE CONSTRUCTION AREA.
2. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE
REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS
BEING RELOCATED.
3. WHERE INDICATED, DUCTWORK AND PIPING OR PORTIONS
OF DUCTWORK AND PIPfNG SHALL BE REUSED. REFER TD
DRAWING PLANS FOR POINTS OF CONNECTIONS.
4. PROVIDE TEMPORARY SUPPORT OF EXISTING MECHANICAL
SYSTEMS WHERE REQUIRED BY DEMOLITION OR
ALTERATION OF EXISTWG STRUCTURE DURING
CONSTRUCTION. COORDINATE WITH GENERAL
CONTRACTOR AND PROVIDE ALL NECESSARY PIPE, DUCT
AND EQUIPMENT SUPPORTS AND HANGERS TO MAINTAIN
INTEGRITY, SAFETY AND PROPER OPERATION OF EXISTING
MECHANICAL SYSTEMS FOR THE DURATION OF THE WORK.
DEMOLITION:
1. TAKE CAUTION IN DEMOLITION OF MECHANICAL
EQUIPMENT.
2. CONTRACTOR SHALL REMOVE ALL PIPING, DUCTWORK,
AND EQUIPMENT INDICATED ON DRAWINGS INCLUDING ALL
ASSOCIATED INSULATION, HANGERS, VALVES, PLENUM
WALLS, DAMPERS, WIREMOLD, WIRING, CONTROLS, AND
APPURTENANCES ASSOCIATED WITH EACH PIECE OF
EQUIPMENT.
3. EXISTING CONTROL PATHWAYS MAY BE RE-USED.
COORD(NATE CONTROLS DEMO WORK PRIOR TO
DEMOLITION. REMOVE ALL EXISTING THERMOSTATS
SHOWN ON THE DRAWINGS ALONG WITH ASSOCIATED
WIRING AND RACEWAYS.
4. WHERE EXISTiNG ITEMS PENETRATE A WALL OR ROOF,
CONTRACTOR SHALL PROVIDE INFILL AT (E) PENETRATIONS
THROUGH WALUROOF WITH LIKE MATERIALS. PATCH E�
REPAIR TO MATCH SURROUNDING SURFACES INCLUDING
PAINT.
5. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF
EXISTING MECHANICAL EQUIPMENT WHERE REQUIRED BY
DEMOLITION OR ALTERATION OF EXISTING STRUCTURE
DURING CONSTRUCTION. COORDINATE WITH GC AND
PROVIDE NECESSARY SUPPORTS AND HANGERS TO
MAINTAIN INTEGRITY, SAFETY AND PROPER OPERATION OF
EXISTING MECHANICAL SYSTEMS.
MECHANICAL SHEET LIST
M0.1 MECHANICAL LEGEND, SCHEDULES AND NOTES
MD1.1 MECHANICAL DEMOLITION PlAN
M1.1 HVAC FLOOR PLAN
PROJECT DESCRIPTION:
TENANT.IMPROVEMENT OF. AN APPROXIMATE 2,005 SQUARE FOOT
EXISTING RETAIL SPACE FOR A NEW RESTAURANT. MECHANICAL
SCOPE INCLUDES REVISED DUGTWORK OF EXISTING ROOFfOP
MECHANICAL UNIT; EXHAUST FANS FOR TOILET ROOMS; AND FULL
PLUMBING INSTALLATION FOR KITCHEN AND TOILET ROOMS.
BUILDING CODE INFORMATION:
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL MECHANICAL MECHANICAL CODE
2012 UNIFORM PLUMBING CODE
2012 WASHINGTON STATE ENERGY CODE
PACKAGED GAS/ELECTRIC ROOFTOP UNIT SCHEDULE
TAG NEW LOCATION MANUFACTURER/MODEL EVAPORATOR FAN OUTSIDE HEATING COOLING ELECTRICAL DIMENSIONS WEIGHT NOTES
OR FLOW ESP MOTOR AIR FLOW INPUT OUTPUT TOTAL EER MCA MOP VOLTAGE/ (LxWxHT)
EXISTING CAPACITY CAPACITY CAPACITY PHASE
CFM IN WC HP CFM MBH MBH BTU AMPS AMPS V/fd INxINxIN LBS
RTU-1 EXISTING ROOF TRANE/YCD048C4LOBE 1600 0.5 1 500 90 73 48000 12 12 20 46013 75x47x42 EXISTING
RTU-2 EXISTING ROOF TRANE/YSC048A3EMA180 1600 0.5 1 500 80 64 48000 12 25 35 208l3 75x47x42 EXISTING
RTU-3 EXISTING ROOF TRANE/YCD120C4LOAA 4000 0.5 1 1000 120 98 120 12 24 30 460/3 75x47x42 EXISTING
NOTES:
1) RELOCATE EXISTING PROGRAMMABLE THERMOSTATS TO LOCATI�NS INDICATED ON SHEET M-1.1.
DIFFUSER, GRILLE ARID LOUVER SCHEDULE
TAG MANUFACTURER ! MODEL TYPE MATERIAL
A
E
S
R
NOTES:
TITUS MCD-AA
TITUS 50F
TITUS TMRA AA
TITUS 350RL
SQUARE CEILING DIFFUSER
EGGCRATE GRILLE
SUPPLY GRILLE
EXHAUST/TRANSFER GRILLE
AL
AL
AL
AL
FINISH FACE DUCT
SIZE INLET
WH 24x24 NOTE 1
WH 24x24 NOTE 1
WH NOTE 2 NOTE 1
WH NOTE 2 NOTE 1
MOUNTING
NOTE 3
NOTE 3
NOTE 3
NOTE 3
PATTERN
4WAY
FA
1) SEE AIR DEVICE TAG FOR DUCT INLET SIZE.
2) FACE SIZE DETERMINED FRO DUCT INLET SIZE.
3) COORDINATE BORDER TYPE (SURFACE MOUNT, SNAP IN, lAY IN, SPLINE, DROPPED FACE, AND BEVELED DROP FACE) WITH ARCHITECTURAL CEILING PLANS.
4) REFER TO ARCHITECT FOR PAINT COLOR TO MATCH BUILDING EXTERIOR.
5} PROVIDE WITH OPPOSED BLADE DAMPERS.
ABBREVIATIONS:
ST = STEEL, AL = ALUMINUM, BE = BAKED ENAMEL, AA = ANODIZED ALUMINUM, FA = FULLY ADJUSTABLE, TP = TWO POSITION, OPD = OPPOSED BLADE DAMPERS,
ADJ = ADJUSTABLE, BA=BAKED ACRYLIC, BO = BLANK OFF, DB = DIRECTIONAL BLADES, AND P= PLENUM.
� � ►fJ1 T f»:��
NOTE 2
NONE
NOTE 5
NONE
EXHAUST FAN SCHEDULE
TAG AREA LOCATION MANUFACTURER / MODEL FAN ELEC DIMENSIONS NOTES
SERVED FLOW ESP SPEED VOLTAGE/PHASE {LxWxHT)
CFM IN WC RPM !� INxINxIN
EF-1 WOMEN'S TOILET KITCHEN COOK / GN-166 150 0.125 1100 120/1 14x16x9 1
EF-2 MEN'S TOILET ROOM UTILITY ROOM COOK / GN-166 150 0.125 1100 120/1 14x16x9 1
NOTES:
1) FAN SHALL BE CONTROLLED BY PROGRAMMABLE TIMER SWITCH TO OPERATE DURING OCCUPIED HOURS DETERMINED BY BUILDING OWNER.
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1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
PRIOR TO START OF CONSTRUCTION.
FLAG NOTES:
1� EXISTING ROOFTOP UNITS TO REMAIN.
2� DEMOLISH ALL DUCTWORK ASSOCIATED WITH ROOFTOP
UNIT.
� SELECTIVE DEMOLITION OF ROOFTOP UNIT REQUIRED FOR
NEW CONSTRUCTION. REFER TO SHEET M-1.1 FOR
ADDITIONAL INFORMATION.
4� DEMOLISH ALL EXISTING TOILET SERVICE ROOM FIXTURES,
SINK, WATER HEATER, AND KITCHEN SINK. REMOVE ALL
CW, HW, WASTE, AND VENT PIPING TO ACCOMMODATE
NEW CONSTRUCTION.
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1131 SW 7TH ST, SUfTE 110 425-336-2822
RE�(iON, WA 98057 www.metrixeng.com
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ABBREVIATIO�IS:
Q} DIAMETER, PHASE
ABV ABOVE
AC AIR CONDITIONING UNIT
AD AREA DRAIN, ACCESS DOOR
ADA AMERICANS WITH DISABILITIES ACT
AFF ABOVE FINISHED FLOOR
AFUE ANNUAL FUEL UTILIZ4TION EFFICIENCY
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMtNUM
APPROX APPROXIMATE
ARCH ARCHITECT
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION
AND AIR-CONDITIONING ENGINEERS, INC.
ATM ATMOSPHERE
AV ACID RESISTANT (CHEMICAL) VENT
qW ACVD RESISTANT (CHEMICAL) WASTE
BF BELOW FLOOR
BFF BELOW FINISHED FLOOR
BHP BRAKE HORSEPOWER
BLDG BUILDING
BLW BELOW
BOP BOTTOM OF PIPE
BOT BOTTOM
BTU BRITISH THERMAL UNIT •
BTUH BRITISH THERMAL UNIT PER HOUR
C CONDENSATE DRAIN PIPING
CAP CAPACITY
CBV CIRCUIT BALANCING VALVE
CC COOLING COIL
CD CEILING DIFFUSER
CI CAST IRON
CL CENTER LINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COMB COMBUSTION, COMBINATION
COND CONDENSATE
CONN CONNECTION
CONT CONTINUE, CONTROL
CONTR CONTRACTOR
COP COEFFICIENT OF PERFORMANCE
CP CONDENSATE PUMP
CT COOLING TOWER
CV CHECK VALVE, CONSTANT VOLUME
CW DOMESTIC COLD WATER
DB DRY BULB
DEPT DEPARTMENT
DEG DEGREE
DF DRINKING FOUNTAIN
DFU DRAINAGE FIXTURE UNIT
DI DUCTILE IRON
DIA DIAMETER
DIAG DIAGRAM
DIFF DIFFERENTIAL
DIM DIMENSION
DN DOWN
DWG DRAWING
DWP DOMESTIC WATER PUMP
(E) EXISTING
EA EACH, EXHAUSTAIR
EAT ENTERING AIR TEMPERATURE
ECG EGGCRATE GRILLE
EDH ELECTRIC DUCT HEATER
EER ENERGY EFFICIENCY RAT{0
EF EXHAUST FAN
EFF EFFICIENCY
EG EXHAUST GRILLE
EJ EXPANSION JOINT
ELEC ELECTRIC
ELEV ELEVATION
EMCS ENERGY MANAGEMENT CONTROL SYSTEM
EQUIP EQUIPMENT
ESP EXTERNAL STATIC PRESSURE
ET EXPANSION TANK
ETC AND SO FORTH
EUH ELECTRIC UNIT HEATER
EVAP EVAPORATOR, EVAPORATIVE
EW EYE WASH
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EX EXHAUST
EXT EXTERIOR, EXTERNAL
F FIRE SPRINKLER
°F DEGREES FAHRENHEIT
FCO FLOOR CLEANOUT
FCU FAN COIL UNIT
FD FLOOR DRAIN
F/D FIRE DAMPER
FDC FIRE DEPARTMENT CONNECTION
FFD FUNNEL FLOOR DRAIN
FLA FULL LOAD AMPS
FLR FLOOR
FLEX FLEXIBLE
FPM FEET PER MINUTE
FPS FEET PER SECOND
FS FLOOR SINK
F/S/D COMBINATION FIRE SMOKE DAMPER
FT FEET, FINNED TUBE
❑
G GAS
GAL GALLON
GALV GALVANIZED
GC GENERALCONTRACTOR
GPD GALLONS PER DAY
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GPR GAS PRESSURE REGULATOR
GR GRILLE
GRD GRILLES, REGISTERS, AND DIFFUSERS
GW GREASE WASTE
GWB GYPSUM WALLBOARD
HB HOSE BIBB
HD HEAD
HP HEAT PUMP, HORSEPOWER
HR HOUR
HT HEIGHT
HVAC HEATING, VENTILATION & AIR CONDITIONING
HW DOMESTIC HOT WATER
HWC DOMESTIC HOT WATER CIRCULATING
IAQ INDOOR AIR QUALITY
I.E. INVERT ELEVATION
IN INCH
INCL INCLUDING
INV INVERT
KW KILOWAT('
L LENGTH
LAT LEAVING AIR TEMPERATURE
LAV LAVATORY
LB POUND
LD LINEAR DIFFUSER
LF LINEAR FEET
LVR LOUVER
LWT LEAVING WATER TEMPERATURE
MAX MAXIMUM
MBH THOUSANDS OF BTUH
MCA MINIMUM CIRCUIT AMPACITY
MECH MECHANICAL
MED MEDIUM
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MOCP MAXIMUM OVERCURRENT PROTECTION
MPG MEDIUM PRESSURE GAS
MS MOP SINK
MTD MOUNTED
MUA MAKEUP AIR UNIT
(N) NEW
NA, N/A NOT APPLICRBLE
NC NOISE CRITERIA, NORMALLY CLOSED
NEG NEGATIVE
NO NORMALLY OPEN
NO. NUMBER
NP NON-POTABLE
NPW NON-POTABLE WATER
NTS NOT TO SCALE
OC ON CENTER
ORWL OVERFLOW RAIN WATER LEADER
OSA OUTSIDE AIR
p PRESSURE,PUMP
PH PHASE
POC POINT OF CONNECTION
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PTRV PRESSURE/TEMPERATURE RELIEF VALVE
PU PUMP
PVC POLYVINYL CHLORIDE
QTY QUANTITY
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFERENCE
REG REGISTER
REL RELIEF
REQD REQUIRED
ROD ROOF OVERFLOW DRAIN
RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
RPM REVOLUTIONS PER MINUTE
RTU ROOFTOP UNIT
RV RELIEF VALVE
RWL RAIN WATER LEADER
SCH SCHEDULE
SCHEM SCHEMATIC
SPEC SPECIFICATION
SQ SQUARE
SRV SAFETY RELIEF VALVE
SS STAINLESS STEEL
ST STORAGE TANK, SOUND TRAP
STD STANDARD
STM STEAM
STR STARTER,STRUCTURAL
SUCT SUCTION
SUP SUPPLY
❑
TEMP TEMPERATURE
TOF TOP OF FOOTING
TOP TOP OF PIPE
TPRV TEMPERATURE/PRESSURE RELIEF VALVE
TSP TOTAL STATIC PRESSURE
T'STAT THERMOSTAT
TYP TYPICAL
UH UNIT HEATER
UNOCC UNOCCUPIED
URN URINAL
V VENT, VOLTS
VB VACUUM BREAKER
VEL VELOCITY
VFD VARIABLE FREQUENCY DRIVE
VTR VENT THRU ROOF
W WASTE, WATf, WIDTH
W/ WITH
WC WATER CLOSET
WCO WALL CLEANOUT
WH WATER HEATER
WM WATER METER
W/O WITHOUT
WPD WATER PRESSURE DROP
WSEC WASHINGTON STATE ENERGY CODE
WSFU WATER SUPPLY FIXTURE UNIT
WT WEIGHT
n
u
REFERENCE SYMBOLS
NEW PLUMBING WORK
EXISTING PLUM8ING WORK
� � � � � � � � � EXISTINGPLUMBING WORK TO
BE DEMOLISHED
��----- ENLARGED PLAN BORDER
� � � MATCHLINE
� SECTION IDENTIFIER
PX.X
1
DETAIL OR DRAWING IDENTIFIER
PX.X
REVISION CLOUD INDICATES WHERE
SECTION APPEARS
� INDICATES REVIStON 8� NUMBER
1�' FLAG NOTE
P-XXX EQUIPMENT IDENTIFIER
POINT OF CONNECTION
NORTH ARROW
�
� MECHANICAL ACCESS
�
PLUMBING LINE
DESIGNATION SYIVIB+C�LS
- DOMESTIC COLD WATER (P�TABLE)
-- DOMESTIC HOT WATER (P�TABLE )
DOMESTIC HOT WATER CIRCULATING
(POTABLE)
SANITARY SEWER ABOVEGROUND
-� � SANITARY SEWER UNDERGROUND
- - - - - - - VENT PIPING
� � GREASE WASTE ABOVEGROUND
- -� • GREASE WASTE UNDERGROUNQ
G LOW PRESSURE NATURAL GAS
MEDIUM PRESSURE NATURAL GAS
PIPING ELEMENTS/VALVING
VALVE
CHECK VALVE
BALANCING VALVE
-'v��'�,r- SOLENOID VALVE
-"�,�,�',�- PRESSURE REDUCING VA�VE (PRV)
� TEMPERATURE/PRESSURE RELIEF VALVE
"'- RELIEF/SAFETY VALVE
DIRECTION OF FLOW
R D DIRECTION OF PITCH-RISE OR DROP
-F�- STRAINER
--I�F-- UNION
� PRESSURE GAUGE
� THERMOMETER
Q AQUASTAT
'�_ GAUGE WITH GAUGE COCK
& SIPHON (STEAM)
-'��',T-- GAS PRESSURE REGULATOR
EXPANSION JOINT
FLEXIBLE CONNECTOR
WATER METER
GM GAS METER
PUMP
WATER HAMMER ARRESTER
--1� HOSE BIBB
--� ROOF DRAIN
-Q FLOOR DRAIN
FLOOR SINK
FCO CLEAN-OUT (FLOOR)
-pWCO CLEAN-OUT (WALL)
--�CO CLEAN-OUT
PIPE CONTINUES
PIPE CAP
OVTR VENT THRU ROOF
� TRENCH DRAtN
PIPE RISING UP
PIPE DROPPING DOWN
PIPE CONNECTION
PIPE CONNECTION DOWN
GEf�ERAL NOTES:
GENERAL:
1. COORDINATE MECHANICAL WORK WITH ELECTRICAL,
ARCHITECTURAL, STRUCTURAL, CML AND LANDSCAPE
WORK SHOWN ON OTHER CONTRACT DOCUMENTS. PROVIDE
ADDITIONAL OFFSETS FOR COORDINATED INSTALLATION
WHERE REQUIRED.
2. COORDINATE HVAC, PLUMBING AND FIRE PROTECTION
WORK PRIOR TO INSTALLATION. DUCTWORK AND
EQUIPMENT ACCESS TAKES PRECEDENCE OVER PIPING
FOR AVAILABLE SPACE.
3. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH
AND INSTALL".
4. COORDINATE EQUIPMENT CONNECTIONS WITH
MANUFACTURERS' CERTIFIED DE2AWINGS. COORDINATE AND
PROVIDE DUCT AND PIPING TRANSITIONS REQUIRED FOR
FINAL EQUIPMENT CONNECTIONS TO FURNISHED
EQUIPMENT. FIELD VERIFY AND COORDINATE DUCT AND
PIPING DIMENSIONS BEFORE FABRICATION.
5. PROVIDE MISCELLANEOUS STEEL REQUIRED TO ENSURE
PROPER INSTALLATION OF MECHANICAL SYSTEMS.
6. LOCATE VALVES, WATER HAMMER ARRESTERS, CLEANOUTS
AND SIMILAR COMPONENTS SO THAT THEY ARE ACCESSIBLE.
PROVIDE ACCESS DOORS FOR MECHANICAL EQUIPMENT
INSTALLED BEHIND WALLS, ABOVE INACCESSIBLE CEILINGS
AND BELOW FLOORS. COORDINATE ACCESS DOOR
LOCATIONS WITH ARCHITECT/ENGINEER. INSTALL TAG ON
CEILING GRID FRAME TO INDICATE LOCATION AND TYPE OF
EQUIPMENT THAT REQUIRES MAINTENANCE. PROVIDE 16 GA,
STEEL, FLUSH TYPE ACCESS DOOR WITH CONCEALED HINGE
AND SLOT SCREWDRIVER TYPE CAM LATCH. PROVIDE
FACTORY PRIMED IN PAINTED SURFACE RREAS FOR FIELD
PAINTING. PROVIDE STAINLESS STEEL FOR ALL OTHER
AREAS. PROVIDE UL LISTED AND LABELED DOOR WHERE
FIRE-RESISTANCE RATING IS INDICATED ON DRAWINGS.
ACCESS DOOR SHALL BE SIZED SO THAT ADJACENT
EQUIPMENT IS ACCESSIBLE. PROVIDE ACUDOR, ELMDOR,
MILCOR, OR APPROVED.
7. COORDINATE ATTACHMENTS TO STRUCTURE TO VERIFY
THAT ATTACHMENT POINTS ON EQUIPMENT AND STRUCTURE
CAN ACCEPT SEISMIC, WEIGHT, AND OTHER LOADS IMPOSED.
8. REFER TO TYPICAL DETAILS PRC}VIDED IN THIS DWG SET FOR
DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION.
CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH
DETAILS.
9. LOCATIONS AND SIZES OF FLOOR, WALL, AND ROOF
OPENINGS SHALL BE COORDINATED WITH OTHER TFtAbES
INVOLVED. INCLUDE IN THE COST OF MECHANICAL WORK,
CUITING, CORING, PATCHING AND PAINTING OF EXISTING
WALLS, CEILINGS, FLOORS AND ROOFS AS REQUIRED TO
ACCOMMODATE WORK AS INDICATED IN THE MECHANICAL
CONTRACT DOCUMENTS, UNLESS SPECIFICALLY SHOWN ON
ARCHITECTURAL DRAWINGS.
10. PROVIDE ELASTOMERIC FOAM MATERIAL ON MECHANICAL
EQUIPMENT THAT PRESENT A SAFETY HAZARD.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SAFEKEEPING OF HIS OWN PROPERTY ON THE JOB SITE.
OWNER ASSUMES NO RESPONSIBILiN FO{2 PROTECTION OF
PROPERTIES AGAINST FIRE, THEFf AND ENVIRONMENTAL
CONDITIONS.
12. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE
PREMISES ANY DIRT AND DEBRfS CAUSE BY THE
PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT.
BEFORE SUBSTANTIAL COMPLETION, CLEAN EQUIPMENT,
FIXTURES, EXPOSED DUCTS, PIPING AND SIMILAR ITEMS.
13. PROVIDE EQUIPMENT THAT FITS INTO THE SPACE ALLOTTED
AND ALLOWS ADEQUATE ACCEPTABLE CLEARANCE FOR
INSTALLATION, REPLACEMENT, ENTRY, SERVICING AND
MAINTENANCE. COORDINATE WITH OTHER TRADES TO
ENSURE NO CONFLICT WITH REQUIRED CLEARANCES.
14. PROVIDE OFFSETS IN PIPING WHERE PLUMBING/PIPING WALL
IS LOCATED DIRECTLY ABOVE STRUCTURE. OFFSET PIPING
INTO CASEWORK OR SHAFT TIGHT TO WALL AND BACK INTO
WALL ONCE BELOW STRUCTURE. REFER TO STRUCTURAL
DRAWINGS.
15. BUILDING SPACE IS LIMITED. STRONG ATTENTION TO DETAIL
AND CARE MUST BE TAKEN WHEN DEVELOPING SHOP
DRAWING SO ROUTING IS COORDtNATED WITH OTHER
DISCIPLINES.
16. MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE
OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN
25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
PLUMBING:
1. DOMESTIC WATER TUBE, PIPE, FITT{NGS, JOINING
MATERIALS, SPECIALTIES, PLUMBING EQUIPMENT, PLUMBING
FIXTURES, PLUMBING FIlTINGS AND ALL OTHER
APPURTENANCES IN CONTACT WITH DRiNKING WATER SHALL
BE LEAD-FREE EXCEPT THOSE EXPLICITLY EXEMPTED IN
SECTION 3874 OF THE SAFE WATER DRINKING ACT.
LEAD-FREE SHALL MEAN (A) NOT CONTAINING MORE THAN
0.2 PERCENT LEAD WNEN USED WITH RESPECT TO SOLDER
AND FLUX; AND (B) NOT MORE THAN A WEIGHTED AVERAGE
OF 0.25 PERCENT LEAD WHEN USED WITH RESPECT TO
WETfED SURFACES OF DOMESTIC WATER TUBE, PIPE,
FITTINGS, JOINING MATERIALS, SPECIALTIES, PLUMBING
EQUIPMENT, PLUMBING FIXTURES, AND PLUMBING FITTINGS.
2. PROVIDE WATER HAMMER ARRESTORS IN DOMESTIC WATER
PIPING IN ACCORDANCE WITH PDI-WH 2O1.
3. PROVIDE LINE SIZE STftAINER UPSTREAM OF EACH
BACKFLOW PREVENTER, WATER PRESSURE REDUCING
VALVE, CONTROL VALVE, SOLENOID VALVE AND PUMP.
PROVIDE SHUTOFF VALVE ON EACH SIDE OF STRAINER.
4. VALVES, EXPANSION FITfINGS/LOOPS, AND PIPING
SPECIALTIES SHALL BE FULL SIZE OF PIPE UNLESS NOTED
OTHERWISE.
NON-STRUCTURAL MECHANICAL COMPONENTS:
1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE
2012 INTERNATIONAL BUILDING CODE AND FROM THE
AMERICAN SOCIETY OF CNIL ENGINEERS (ASCE) STANDARD
7-10. TNE CONTRACTOR SHALL REFER TO THE ABOVE FOR
ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER
DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO
REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN
BID.
2. 2012 IBC 1613.1 SCOPE: ARCHITECTURAL, MECHANICAL,
ELECTRICAL, AND NON-STRUCTURAL COMPONENTS THAT
ARE PERMANENTLY ATTACHED TO STRUCTURES ANd THEIR
SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND
CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE
MOTIONS IN ACCORDANCE WITH ASCE 7-10, EXCLUDING
CHAPTER 14 AND APPEtVDIX 11A.
3. 2012 IBC 1705.11 CONTRACTOR RESPONSIBILITY: THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN
AND CONSTRUCTION OF A SEISMIC-FORCE-RESISTING
SYSTEM, DESIGNATED SEISMIC SYSTEM, OR
SEISMIGRES(STING COMPONENT LISTED IN THE STATEMENT
OF SPECIAL INSPECTIONS.
4. HANGERS AND SEISMIC BRACING FOR THE MECHANICAL
SYSTEMS SHALL BE DESIGNED AND PROVIDED BY THE
MEChIANICAL CONTRACTOR. REFER TO CONTRACTOR SHOP
DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG
MECHANICAL SYSTEMS. THE MECHANICAL CONTRACTOR
SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN
LOADS FOR HUNG MECHANICAL SYSTEMS WITH THE
GENERAL CONTRACTOR AND OTHER TRADES THAT MAY BE
IMPACTED.
❑
MECHANICAL SHEET LIST
P0.1 PLUMBING LEGEND AND NOTES
P0.2 PLl1MBING SCHEDULES
P1.0 UNDERGROUND PLUMBING PLAN
P1.1 PLIJMBING FLOOR PLAN
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1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW i LA, WA 98065
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PLUMBING LEGEND
AND NOTES
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PLUMBING FIXTURE SCHEDULE
TAG FIXTURE MANUFACTURER / MODEL FAUCET GONNECTIONS NOTES
W V CW HW
P-1 HAND WASH SINK REJUVENATION/ ALAPE BUCKET SINK KINGSTON BRASS / K52135N 1-1/2" 1-1/2" 1/2" 1/2" 1,2
P-2 WATER CLOSET KOHLER / HIGHLINE K-3493 - 4" 2" 1-1/2" - 1,3
P-3 URINAL KOHLER / DEXTER K-5016 - 2" 2" 3/4" - 1,6
P-4 TROUGH SINK SONOMA CAST STONE / TS-1654 AMERICAN STANDARD / HERITAGE 7295.252 1-1/2" 1-1/2" 1/2" 1/2" 1,2
P-5 KITCHEN SINK ELKAY / ELRAD2521 AMERICAN STANDARD / CADET 8410F 1-1/2" 1-1/2" 1/2" 1/2" 1,2,8
P-6 HIGH - LOW WATER COOLER SUNROC / ADA8ACB - 1-1/2" 1-1/2" 1/2" - 1,2
TP TRAP PRIMER PPP, INC. / P-2 - - - 1/2" - 4
FD FLOOR DRAIN JAY R. SMITH / 201d - 2" 2" - - 5
FS FLOOR SINK JAY R. SMITH / 3100 - 2" 2" - - 7
FCO FLOOR CLEANOUT JAY R. SMITH / 4020 - - - - -
NOTES:
1) REFER TO ARCH. DRAWINGS FOR CLEARANCES AND MOUNTING HEIGHTS.
2) ALL PLUMBING Fll?INGS AND FIXTURES SHALL BE LEAD-FREE EXCEPT THOSE EXPLICITLY EXEMPTED IN SECTION 3874 OF THE SAFE WATER DRINKING ACT.
3) PROVIDE WITH SLOAN "ROYAL" 111-1.28�M0 FLUSH VALVEAND BEMIS 1955CT SEAT.
4) PROVIDE WITH 12"x12" STAINLESS STEEL ACCESS PANEL.
5) PROVIDE WITH NICKEL BRONZE, SQUARE TOP.
6) PROVIDE WITH SLOAN "ROYAL" 8111-SMO URINAL FLUSH VALVE.
7) PROVIDE WITH NICKEL BRONZE HALF GRATE.
8) PROVIDE WITH 5.5" BOWL DEPTH AND THREE FAUCET HOLES.
9) PROVIDE WITH GE GLDA696FSS DISHWASHER OR EQUIVALENT. PROVIDE ALL ACCESSORIES INCLUDING SUPPLY AND DRAIN CONNECTIONS WITH AIR GAP AT SINK.
ELECTRIC WATER HEATER SCHEDULE
TAG LOCATION MANUFACTURER / MODEL CAPACITY CAPACITY CW HW DIMENSIONS OPERATING NOTES
INLET OUTLET VOLTAGE/PHASE (DIAxHT) WEIGHT
GAL KV11 IN IN /QJ INxIN LBS
EWH-1 UTILITY ROOM A.O. SMITH / DEL-20 20 3 3/4 3/4 208/3 22x22 300 1,2
NOTES:
1} PROVtDE WITH EXPANSION TANK (ET 1), HEAT TRAPS AND TEMPERATURE AND PRESSURE RELIEF VALVE PIPED FUIL SIZE TO FLOOR SINK.
2) INSTALL WATER HEATER ON HOUSEKEEPING PAD WITH DRAIN PAN.
INSTANTANEOUS WATER HEATER SCHEDULE
TAG LOCATION MANUFACTURER / MODEL CAPACfTY ACTIVATION DIMENSIONS OPERATING NOTES
AMPS VOLTAGE (LxWxH) WEIGHT
KW GPM INxIN LBS
EWN-2 TASTING ROOM CHRONOMITE / M-40.208 8.3 0.65 48 2D8 10x3x7 5 1
NOTES:
1) INSTALL WATER HEATER IN CABINETRY ADJACENT TO HAND WASH SINK. COORDINATE WITH CASEWORK INSTALLER.
EXPARISION TANK SCHEDULE
TAG SYSTEM LOCATION MANUFACTURER / MODEL VOLUME ACCEPTANCE SYSTEM DIMENSIONS OPERATING
SERVED VOLUME CONN (DIAxHT) WEIGHT
GAL GAL IN INxIN LBS
ET-1 DOMESTIC HOT WATER UTILITY ROOM AMTROL / ST-5C 2 0.9 3/4 8x14 40
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CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
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FLAG NOTES:
� FIELD VERIFY ROUTING AND SIZE OF WASTE PIPING PRIOR
TO START OF CONSTRUCTION.
2� CON(VECT 2" W TO (E) 4" W ROUTED BELOW FLOOR. FIELD
VERIFY EXACT ROUTING AND SIZE OF WASTE PIPING PRIOR
TO START OF CONSTRUCTION.
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GENERAL NOTES:
1. ALL DOMESTIC WATER PIPING SHALL BE TYPE M FOR ALL
SIZES.
2. COLD & HOT WATER PIPING SHALL BE INSULATED WITH
MINIMUM 1" THINK FIBERGLASS INSULATION (R-6).
FLAG NOTES:
� CONNECT 3/4" CW TO CW PIPING SERVING EXISTING TOILET
ROOMS. FIELD VERIFY ROUTING AND SIZE OF DOMESTIC
WATER PIPING PRIOR TO START OF CONSTRUCTION.
2� ROUTE 1-1/2" WASTE LINE IN WALL. DROP WASTE LINE
DOWN TO (E) WASTE LINE BELOW FLOOR. REFER TO P-1.0
FOR ADDITIONAL INFORMATION.
� CONNECT 2" CW TO (E) 2" CW. FIELD VERIFY ROUTING AND
SIZE OF EXISTING DOMESTIC WATER PIPING DURING
TOILET ROOM DEMOLITION.
�j PROVIDE MINIMUM 4" HOUSEKEEPING PAD FOR WATER
�� HEATER.
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1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 980fi5
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� DATE DESCRIPTION
06/24I16 Permit Bid Set
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PLUMBING
FLOOR PLAN
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2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Nov 2013
Project Info ProjectAddress SEATTLE CHOCOLATES Date 6/24/2016
ComplJance 1180 ANDOVER PARK WEST For Building Department Use
forms do not 7UKWILA, WA 98065
require a
password fo Applicant Name: CASE ENGINEERING
use.
Instructional and Applicant Address: 19515 NORTH CREEK PKWAY, SUITE 302, BOTHELL WA
calculafing cells
are mrite- Applicant Phone: 425-402-9400
Project Description � New Building � Addition � Alteration � Plans Included
Lighting Cornpliance Path Lighting Power Density Calculations � Total Building Performance
(1f TotalBuifding Performance then onfy LGT-CHKis
Lighting Power Allowance
(� Building Area Method Space-By-Space Method
Methad Selection repuired to
enable LPA forms
Interior Lighting System
Description
Briefly describe lighting
system type and features.
Additions and Change of Space Use (C101.4.3 & C101.4.4)
� Addition area or Change of Space Use area complies with all applicable provisions as stand alone project
a Additionarea 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-lNT-SPACE) Compliance Form. Document
maximum allowed and proposed (including existing if applicable) lighfing watiage of Addifiort or Change of Use space. Provide
applrcable lighting controls per C405.2 and commissioning of fighting controls per C405. ?3.
Alterations, Renovations and Repairs (C101.4.3.1)
� 60°/a or more of luminaires in space replaced
Provide Suilding Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-lNT-SPACE) Compliance Form. Document
maximum allowed waftage within the lighting retrofit space in Maximum Alfowed Wattage table and proposed (including existing)
lighting wattage in Proposed Wattage table, Retrofit and non-retrofit spaces shaH be documented separately using muitiple forms.
Q Less lhan 60% of luminaires in space reptaced
Provide a separate Space-By-Space Method (LTG-INT-SPACEJ Compliance Form for this retrofit area. Document existing tota!
watfage within fhe lighting refrofit space in cell provided in the Maximum Aflowed Wattage table. Document proposed (including
existing) lighting wattege in the Proposed Wattage table.
Q Lamp and/or ballast replacement within ewsting luminaires oniy -existing total interior building wattage not increased
� New wiring instalied to serve added fixtures and/or fixtures relocated to new circuit
Provide applicable manua! lighting controfs (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone confrols (C405.2.2.3), specific
application controls (C405.2.3), and commissioning of lighting controls per C405.13
Q Newormoved 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.
Q Space is reconfigured - luminaires unchanged or moved only
Provide all applicabfe lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13.
0 No changes are being made to the interior lighting and space use not changed.
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and ali R1
Project Address SEA7TLE CHOCOlATE5
Lighting Alterations, Renovations & Building Additions
d Less than 60% � 60% or more � Stand alone 17 Addition
fiMures replaced fixtures replaced bldg. addition combined w/exist
Notes:
a. Lighting fixtures in a building addition may compty as a stand alone project, or they may be �
combined �th the overall existing bidg lighting to demonstrate compliance. Refer to C1o1.4.3.
b. For retrofits and building additions, provide Space Types and gross interior areas in the
Maximum Allowed Lrghfing table. lf 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 irxtures and all exlsting to remain fixtures in the Proposed Lighting table.
d. If less than 60% of exlsting fixtures wfll be replaced, provide total existing fighting wattage
(prior to retro�t) in the space provided in the Maximum Alloined Lighting table.
Maximum Allowed Lighting Wattage
Location (plan #, Allowec
room #, or ALL) Space Type" Watts per f1Z
Retail: Sales area 1. 68
Corridorltransition 0 . 66
Food preparation 0. 99
Restroom � • 98
�I Flaclrical/mar.hanir.al 0 . 95
Building
Gross Interi
Area in f�
1450
3500
98
387
98
Revised Nov 2�13
6/24/zoi6
ent Use
(watts/ftZ x area)
2436
2310
97
379
93
Atrium** ' Enter Hei ht:
Ex[stin " Li htin �nter Exist. Watts:
Retaii Qisplay A{lowance irom L.GT•IN1'�DISPLAY - 1025
" Select Tabfe C405.5.2(2) category from drop down menu. Area Ailowed Watts
" For atriums, indicate height Al/oined wettage for �rst 40 feet is 0.03 W/ff, ht., Totai� 5533 6340 �
above 40 feet is 0.02 W/ff. ht.
Proposed Lighting Wattage
Location (plan #, Number of Watts/ Watts
room #, or ALL) Fixture Description'"' Fixtures Fixture Proposed
LF1A-RECESSED 12' LED 4 122 48 S
LF2-LINE VOLT TRACK WITH 2.5A Cl (RETAIL DISPLAY)
LF3-WALL SCONCE INCAN•1 LAMP 4 60 240
LF4•PENDANT MTD INDUSTRIAL LED 33 48 1584
LF6�PENDANT INCANDESCENT 7 40 280
LF7-PENDANT MTD CYLINDER LT 20 18 360
LFB•RECESSED 2x2 TROFFER LED 4 34 136
LF9•RECESSED 2x4 TROPFER LED 4 40 160
Retail Display Ligh#ing from LGT-tNT-qlSPLAY 1800
Watts ma not exceed Total Allo�ned Watts for Interior Lighting Total Proposed Watt 5048
tal Pro osed
To p Y
*"'lnclude existing to remain lighting �xtures and exempt lighting equipment per notes 6elow.
Notes:
1, lncfude ALL proposed lighting fixtures.
2. For proposed Fixture Description, indicate fixture type, lamp fype (e.g. T-8), nurnber of lamps in the frxture, and ballast type ('rf included). 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 �uattage of the ixture (not simply the lamp wattage) and other criteria
r f'ne votta e track li htin fist the reater of actual luminaire wattage orlength of track multiplied by 50,
as specified in Section C405.5.1. Fo r g g 9, 9
or as applicable, fhe �nattage of current limiting devices of the transformer. For low vottage irack lighting list the transformer rated waftage.
4. For lighting equrpment elrgible for exemption per C405.5. i, note exception number and leave Watts/Fixture blank.
5. Document existing to remain (ixtures in Proposed Lighfing table in the same manner as new frxtures. Identify as existing in fixture description.
6. If #NA appears in Retail Display celfs, information on LTG-INT-DISPLAY is incomplete.
Interior Lighting Power Allowance COIdt1PLIES
2012 Washington State Energy Code Compliance Forms for Commercial 8uilding
ProjecE Info ProjectAddress SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
Applicant Name: CASE ENGINEERING
Maxirnum Allowed Display Lighting Wattage
Location (plan #
room #, or ALL) Retail Display Area Type*
Retail 1: Ail unclass(fied retail dispiay
R3 over 3 stories and aii R1 Revised Nov 201
Date 6/24/2016
For Building Department Use
ross n enor a s o ec
Watts per fi2 `* Area in fiz (wattslftz x area)
0.60 875 525
* Only retail sa/es areas that meet the requirements de�ned in Table Area Area Watts
C405.5.2(2) footnote A maybe entered here. Sefectretail sales areas form drop Totai 875 525
down menu.
"Waftages per Table C405.5.2(2) footnote A. Display Lighting Base Allowanc 500
++ Displa li ht allovtence er footnote A calculation.
DISF�L�►Y WATTA(�E ALLOWED - AS CALCULATED BY Af2EA ++ Total Display Allowanc 1025
Proposed Display Lighting Wattage
Onl se aratel controlled dis !a fixtures inde endent of eneral area li htin er Table C405.5.2 2 footnote A ma be entered here.
Location (plan # Number of Wattsl Watts
Display Area" room #, or AL�) Fixture Description Fixtures Fixture Proposed
Retail1 1STFLOORPLAN TRACKWITH2.5ACL 6 300 1800
Se/ecf retail sa/es dlsplay area trom arop aown menu.
Total Proposed Watts 1800�
Proposed Display Retaii 1 Retail 2 Retail 3 Retail 4
Lighting Totals i a o 0
Notes:
1. Forproposed DisplayFixture Description, indicate fixture type, lamp type (e.g. T-8), numberoflamps in the frxiure, and ballast type (if
included). For track lighting, list the length of the track (in feet) in addition to ihe fixture, lamp, and ballast information.
2. For proposed Watts/Fixture, use manufacturer's fisted maximum input �nettage of the fixture (not simply fhe lamp wettage) and other
criferia as specifred in Section C405.5.1. For line voltage track lighiing, list the greater of actua! luminaire wattage or length of track
multiplied by50, or as applicable, the uiettage of current limiting devices or of the transformer. For low voltage track lighting list the
transformer rated viettage.
3. Lisi al! display frxtures.
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and
ProjectInfo ProjectAddress: SEATTLECHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
Applicant Name: CASE ENGfNEERING
ApplicantAddr: 19515 NORTH CREEK PKWAY, SUITE 302, Bo
Appficant Phone: 425-402-9400
Project Description Q NewBuilding Q Addition � Alteration
T.ighting Zone
A s ecified b'urisdiction Zone � Zone 1 � Zone 2 Zone 3
s p y�
sefection required to enable LTG-EXT
Compliance �ption
Building Grounds
Applies to luminaires > 100 Watts
Exterior Lighting Alterafi
Tradable Maximum Allowed
ali R1 Revised Nov 2013
Date 6/24/2016
For Building Department Use
� Plans Inciuded
C) Zone 4
�ighting Power Density Caiculations Q Total Building Performance
� Efficacy> 60 lumenslW � Controlled by motion sensor
� Exemption (list)
(� No changes are being made to the e�asting exterior lighting
j� New wiring installed to serve added fixtures and/or fixtures relocated to new circuit
Provide appficable exteriorlighting controls per C405.2.4 and commissioning per
Lighting Wattage Base Site Allowance: 750
owe � Area (fl ), perimeter owe
Tradable Surfaces Surface Description per fi� or per If (If) or # of items x ftZ (or x If)
Sales RETAIL DIBPLAYS 0.5 W�ft2 �.85 93
Entry Door ENTRY DOOR 30w/LF door 18 540
width
Total Allowed Tradable Watts 633
T�'adable PPOpOsed Lighfiiltg Wlttage (Use migrlisted maximum input wattage forluminaire.)
Number of Wattsl Watts
Tradable Surface Fixture Description Fixtures Fixture Proposed
open sales tF5 17 25 425
Main Entry Door LF1X 1 163 163
Total proposed tradaBle v�etts may not exceed the sum of tota/ a!lowed tratlable
�natts plus the base site allomence. Any base site aUo�ence not needed to
makefradable mefts complycan be appliedto individualnon-tradable
Non-Tradable Maximum Allowed Lighting Wattage
Non-Tradable Surfaces � Surface Description
Non-Tradable Pronosed Li�htin� Watta�e
Total Proposed Tradable Watts� 5gg I
Base Site Allowance Remaining: 750
AI owe att� Area (), perimeter Aliowe atl
per ft2 or per if (If) or # of items x ft2 (or x I�
Number of Wattsl Watts
Non-Tradable Surface Fixture Description Fixtures Fixture Proposed
Non-tradable proposed �tetfs may not exceed al/o�ted �etts tor any inarvrauar t otai excess Non- i raaaoie waas: u
surface unless the totaf excess vta8s for all non-tradable surfaces are /ess than
fhe remainingsite allovlance. Site Allowance Balance: 750
QRAVVING I�DEX
E0.1 LEGEND AND SCHEDULES
E0.2 RISER DIAGRAM & PANEL SCHEDULES
E0.3 SCHEDULES AND DETAILS
ED1.0 DEMOLITION PLAN
E1.0 ELECTRICAL POWER FLOOR PLAN
E2.0 LIGHTING FL�OR PLAN
E2.1 LIGNTING PARTIAL PLAN -WALKWAY
EL2.0 EMERGENCY LIGHTING FLOOR PLAN
EL2.1 EMERGENCY LIGHTING FLOOR PLAN
ELECTRICAL LEG EN D
POWER RECEPTACLES & OUTLETS ABBREVIATIONS
f8 SINGLE RECEPTACLE A(200A) (AFfER A NUMBER) = AMPS
I� DUPLEX RECEPTACLE AF(200AF) (AFfER A NUMBER) = FUSE SIZE IN AMPS
AFF ABOVE FINISHED FLOOR
I� DOUBLE DUPLEX RECEPTACLE
I� DUPLEX GFCI RECEPTACLE AHJ AUTHORITY HAVING JURISDICTION
� DOUBLE DUPLEX GFCI RECEPTACLE AL ALUMINUM
� DUPLEX RECEPTACLE MOUNTED IN CEILING ATS AUTOMATIC TRANSFER SWITCH
BKR BREAKER
� DOUBLE DUPLEX RECEPTACLE MOUNTED IN CEILING � CONDUIT
I� DUPLEX RECEPTACLE MOUNTED +4"O.C. ABOVE COUNTER CKT CIRCUIT
OR BACKSPLASH, WHEN PRESENT (U.O.N.)
CL CENTERLINE
j� DOUBLE DUPLEX RECEPTACLE MOUNTED +4"O.C. ABOVE CLG CEILING
COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.)
C.O. CONDUIT ONLY
I� DUPLEX GFCI RECEPTACLE MOUNTED +4"O.C. ABOVE CRP CONTROL REIAY PANEL
COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.)
CU COPPER
I� DOUBLE DUPLEX GFCI RECEPTACLE MOUNTED +4"O.C. ABOVE
COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.) DIA DIAMEfER
I�WP GFCI RECEPTACLE WITH WEATHERPROOF WHILE-IN-USE COVER DISC DISCONNECT
DISP DISPOSER
I� SINGLE SPECIAL PURPOSE RECEPTACLE DF DRINKING FOUNTAIN
QQ JUNCTION BOX WITH BLANK COVER DW DISHWASHER
TELE/COMMUNICATIONS SYSTEM DEVICES E.C. ELECTRICAL CONTRACTOR
"� TELEPHONE ECB ENCLOSED CIRCUIT BREAKER
� SINGLE GANG TELEPHONE/DATA OPENING (E) EXISTING (USED AS SYMBOL DESIGNATION)
�B TELEPHONE TERMINAL BOARD - 3/4" FIRE RESISTANT EMT ELECTRICAL METALLIC TUBING
PLYWOOD, 8' HIGH x LENGTH SHOWN ON PLAN p�'G EXISTING (USED AS ABBREVIATION IN TEXT)
NOTE$ AND MISCELLANEOU$ SYMBOL$ FAAP FIRE AIARM ANNUNCIATOR PANEL
�FLAGNOTE - IDENTIFIES A SPECIFIC ITEM ON A DRAWING. FACP FIRE ALARM CONTROL PANEL
3 COORESPONDS TO A SCHEDULE IN THE ELECTRICAL SET FLR FLOOR
THAT EXPLAINS DETAILS OR FEATURES OF THAT ITEM.
F.O.I.C. FURNISHED BY OTHERS, INSTALLED
MECHANICAL FLAG - DEFINES MECHAN►CAL EQUIPMENT AND BY ELECTRICAL CONTRACTOR
FF-3 COORESPONDS TO DESIGNATIONS IN MECHANICAL PLANS AND
FSD FIRE SMOKE DAMPER
SCHEDULES. COORESPONDS MECHANICAL CONNECTION
SCHEDULE 1N THE ELECTRICAL SEf. FUT FUTURE
GEN GENERATOR
REVISION CLOUD AND FLAG - CLOUD SURROUNDS GFCI GROUND FAULT CIRCUIT INTERRUPTER
INFORMATION THAT HAS BEEN REVISED. FLAG IDENTIFIES
� THE REVISION IN WHICH THE CHANGES WERE MADE. GND GROUND
HH HANDHOLE
O DEi'AIL NUMBER - APPEARS IN FRONT OF A TITLE ON MR HEATER
DRAWINGS WITH MORE THAN ONE ILLUSTRATION.
HWT HOT WATER TANK
3 IDENTIFICATION SYMBOL - CROSS REFERENCES INFORMATION HOA HAND-OFF-AUTO
E�,� IN ONE AREA WITH A DETAIL (TOP #) AND SHEET (BOTTOM #) kCMIL THOUSANbS OF CIRCULAR MILS
IN ANOTHER IN THE ELECTRICAL SET.
KVA 1000 VOLT AMPERES
NOTE: ALL FIXTURES AND EQUIPMENT SHOWN ON PLANS IN STANDARD {<yy 1000 WATTS
(HEAVY) LINE WEIGHT ARE NEW OR RELOCATED WORK. FIXTURES AND LCP LIGHTING CONTROL PANEL
EQUIPMENT SHOWN IN LIGHT LINE WEIGHT WITH (E) NEXT TO THEM
INDICATE IXISTING TO REMAIN. SYMBOLS SHOWN AS DASHED INDICATE LT LIGHT
ITEMS TO BE REMOVED OR DEMOLISHED. THIS APPLIES UNLESS NOTED LTS(LTG) LIGHTS (LIGHTING)
OTHERWISE ON PLANS.
LV LOW VOLTAGE
SERVICE GEAR - AS SHOWN ON PLANS MCB MAIN CIRCUIT BREAKER
CIRCUIT BREAKER PANELBOARD MECH MECHANICAL
G LOAD CEMER MH MANHOLE
G LIGHTING CONTROL PANEL MLO MAIN LUGS ONLY
EXISTING PANELBOARD TO REMAIN MSC MULTI-SCENE CONTROLLER
o TERMINAL CABINET N3R NEMA 3R
� SWITCHBOARD OR MOTOR CONTROL CENTER, SIZE NIC NOT IN CONTRACT
AS SHOWN ON PLANS NREC NON-RESIDENTIAL ENERGY CODE
a DRY NPE TRANSFORMER (SEE NOTES & RISER OC ON CENTER
DIAGRAM FOR SIZE)
OH OVERHEAD
CONDUITS AND CIRCUITING OS OCCUPANCY SENSOR
WIRING LOCATED IN CEILING OR WALL PC PHOTOCELL
PNL PANELBOARD
-- -- WIRING CONCE4LED UNDER FLOOR OR UNDERGROUND
PIV POST IND►CATOR VALVE
-s-- CONDUIT HOME-RUN
P.O.S. POINT OF SALE
'���NDUIT TURNS & CHANGES ELEVATION AT THIS POINT �'P POWER POLE/POWER PACK (SEE PLAN LOCATION)
PSE PUGET SOUND ENERGY
-+-- ISOLATED GROUND WIRE PUD PUBLIC UTILITY DISTRICT
-I+ GROUND WIRE pV PHOTOVOLTAIC
-" REC RECEPTACLE(S)
-� CONDUIT STUB-UP REF REFRIGERATOR
-� � CONDUIT BREAK (R) RELOCATED EXISTING
-�i CONDUIT CONTINUES ELSEWHERE (NOTED ON PIAN)
RQMTS REQUIREMENTS
��' CONDUIT/EQUIPMENT TO BE REM�VED SCL SEATTLE CIIY UGHT
EQUIPMENT CONNECTIONS & CONTROLS SPD SURGE PROTECTIVE DEVICE
� EQUIPMENT CONNECTION SQ SQUARE
� MOTOR CONNECTION SW SWITCH
� FAN CONNECTION �D TO BE DETERMINED
O.I DISCONNECT SWITCH � TELEPHONE TERMINAL BOARD
TYP TYPICAL
F�1 FUSED DISCONNECT SWITCH UC UNDER COUNTER
S�" MOTOR RATED SWITCH
UG UNDERGROUND
LIGHT FIXTURES & CONTROLS
UL UNDERWRITER'S IABORATORY
NOTE: LIGHTING FlXTURE SYMBOLS SHOW LENGTH, U.O.N. UNLESS OTHERWISE NOTED
MOUNTING & EMERGENCY EGRESS INFORMATION ONLY. �L UTILITY
REFER TO FIXTURE DESI�NATIONS & LIGHTING F�XTURE
OR LAMP TYPE & OTHER Fl
XTURE SPECIFICS.
SCHEDULE F VOLT AMPERES
VA
�
SURFACE CEILING
MOUNTED DOWNLIGHT
VFD VARIABLE FREQUENCY DRIVE
�� PENDANT MOUNTED FIXTURE OR CHANDELIER VS VACANCY SENSOR
SINGLE POINT SOURCE WALL MOUNTED FIXTURE
44
W WATfS
� LINEAR FIXTURE (NARROW BODY) WAP WIRELESS ACCESS POINT
F---OI LINEAR STRIP FlXTURE WC WATER COOLER
�OI LINEAR INDUSTRIAL STRIP FIXTURE W/D WASHER/DRYER
�� TRACK LIGHT (LENGTH AS SHOWN ON PLAN) W/0 WITHOUT
� SURFACE LINEAR EMERGENCY EGRESS FIXTURE WP WEATHERPROOF
�� DIRECTIONAL EXIT SIGN (ARROWS INDICATE ONE OR XFMR TRANSFORMER
� TWO SIDES AND DIRECTION INDICATED)
� EMERGENCY EXIT SIGN WITH DUAL PATHWAY HFJaDS
�P DUAL HEAD EMERGENCY EGRESS FlXTURE
S VACANCY SENSOR L►GHT SWITCH
S LOW VOLTAGE SWITCH CONTROLLED BY ROOM SENSOR
bR� LIGHT SWITCH SUBSCRIPTS ARE AS FOLLOWS:
LV = LOW VOLTAGE, D= DIMMING
b= LOWER CASE LEfTER CORRESPONDS TO LEfTER AT
FlXTURES TO BE CONTROLLED
R� = RELAY � IN LIGHTING CONTROL PANEL
S# = SENSOR ZONE
Q CEILING MOUNTED VACANCY SENSOR
os CEILING MOUNTED OCCUPANCY SENSOR
� PHOTOCELL LIGHT SENSOR
�� ������
�"�;��4i�� �,Y���
�a•-,• y�e. rT � 9 F' ,
�4n`�::: .�, •w 1'�,� #'j
��� �/ ::. ;,.. ;y F � r 5 n � � �d.,��={.
�i �d '�3' ;.EVir�a�s`v+Pv'u
JUN 2�7 2Q16
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��
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�
SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
..,...,::�. -�-'
�
�:Y?:_t:t?:�'�:.::..,
ENGINEERING
Consulting Electrical Engineers
19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
ELECTRICAL
LEGEND
AND SCHEDULES
� DATE DESCRIPTION
........ ................ ....................................................................
� � ;
�
I
0
�
�
TAG
EWH-1
EWH-2
EF-1
E F-2
EXISTING PARTIAL RISER DIAGRAM
NO SCALE
DESCRI PTI ON
WATER HEATER
INSTA HOT
WOMEN'S RR FAN
MEN'S RR FAN
FLAG NOTES
�EXISTING XFMR TO BE RELOCATED FROM UPS ROOM TO UTILITY ROOM 106. SEE
FLAG NOTES ON SHEET E1.0.
2�' PANEL TO BE RELOCATED FROM UPS ROOM TO UTILITY ROOM 106 AND
RELABELED C1. SEE FLAG NOTES ON SHEET f1.0.
�PROVIDE EQUIPMENT, MATERIALS, AND LABOR, TO EXTEND EXISTING CONDUIT &
CONDUCTOR TO EXISTING XFMR NEW LOCATION.
IViECHANIC�►L IEC�UIPIVIEi�T CONi�ECTIOfV SCMEDULE
HP /KW NA VOLTS / MCA FUSE DISC. STARTER CIRCUIT FEEDER SIZE
PHASE (MOCP) SWITCH
3 KW 208/1 - - - C1-2,4 3/4"C., 3#12, 1#12G
8.2 KW 208/1 - - - C1-6,8 3/4"C., 3#8, 1#10G.
1/4 HP 120/1
1/4 HP 120/1
GENERAL EQUIPMENT CONNECTION SCHEDULE (VOTES
(APPLIES TO ALL EQUIPMENT LISTED IN SCHEDULE)
- - - C1-10 3/4"C., 2#12, 1#12G.
- - - C1-10 3/4"C., 2#12, 1#12G.
TAG
EWH-1
EWH-2
EF-1
E F-2
REMARKS I NOTES
A. THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. THE ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY BE DIFFERENT. COORDINATE WITH MECHANICAL
EQUIPMENT SUBMITfALS FOR ACTUAL LOADS, CIRCUIT AMPACIIY AND OVERCURRENT PROTECTION REQUIREMENTS PRIOR TO ELECTRICAL ROUGH-IN.
B. LOCATE ALL DISCONNECTING MEANS PER NEC AND AHJ REQUIREMENTS. STARTERS ARE SEPARATELY MOUNTED UNLESS OTHERWISE NOTED.
C. ABBREVIATIONS:
HRS: HORSEPOWER RATED MOTOR DISCONNECT SWITCH WITH OVERLOAD PROTECTION, 16-AMP MINIMUM, RED PILOT LIGHT. PROVIDE 1-POLE OR 2-POLE AS REQUIRED.
Sm: MOTOR RATED TOGGLE SWITCH.
TS: TOGGLE SWITCH, 16-AMP MINIMUM, RED PILOT LIGHT. PROVIDE 1-POLE OR 2-POLE AS REQUIRED.
D. ALL DISCONNECTS ARE 3 POLE UNLESS NOTED OTHERWISE.
LEGEND NOTES
200 EXISTING FEEDER SIZE IN AMPS
/���; ; PARTIAL SHADING IN LIGHT LINES INDICATES
;;';�,;,;i EXISTING EQUIPMENT THAT HAS BEEN MODIFIED
IN THIS CONTRACT.
X X X CONDUIT / EQUIPMENT TO BE REMOVED.
ALL PANELS ARE EXISTING UNLESS OTHERWISE NOTED.
TYPE I DESCRIPTION
LIGHTING FIXTURE SCHEDULE
INTERIOR/EJCTERIOR
LF1A RECESSED 12' LINEAR LED LENGTHS AS SHOWN ON PROJECT PLANS.
850 LUMENS PER FT 80 CRI 3000K. PROVIDE 0-10V DIMMING CON7RUL
VIA PHOTOSENSOR.
LF1X SIMILAR TO LF1A fXCEPT 16' IN LENGTH AND WITH 1000 LUMEN BATTERY
BACK UP FRONT, MIDDLE AND END SECTION.
LF2 LINE VOLTAGE TRACK WITH LED TRACK HEAD EVERY 2.5'. 5A CURRENT
LIMITER PER POWERFEED.
LF3 WALL SCONCE, INCANDEBCENT
LF4 PENDANT INDUSTRIAL, LED WITH 0-10V DIMMING CONTROL.
LF5 LINEAR LED WITH DMX CONTROLLER (EXTERIOR DISPLAY)
LF6 PENDANT MOUNTED INCANDESCENT.
LF7 PENDANT MOUNTED CYLINDER LIGHT, LED, 1250 L'UMENS, 3000K
LF8 RECESSED 2x2 LED TROFFER
LF9 RECESSED 2x4 LED TROFFER
X1 EXIT SIGN WITH EMERGENCY EGRESS PATHWAY LIGNT
WITH TWO ROTATABLE EMERGENCY EGRESS
B1 EMERGENCY EGRESS PATHWAY LIGHTS WITH BATTERY BACK UP
LAM P
LE D
PER FT
LED
PER FT
LE D
1-60W A19
LE D
LE D
1-40W E27
LE D
LED
LE D
LED
50W PAR36
50W PAR36
WATTS/
FIXT
122
163
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60
18
100
40
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1180 ANDOVER PARK WEST
TUKWILA, WA 98a65
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
_..
� ENGINEERING
Consulting Electrical Engineers
19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
RISER DIA.GRAM
AND PANEL
SCHEDULES
� DATE DESCRIPTION
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AFTER PANEL'H1'
PROJECTNAME Seattle Chocolate PROJECT#: 16178
LOCATION: Fm FROM:
NOTE CKT CIRCUIT NAME CBSIZE LOAD(KVA)
NO. 9 AM P R H M L K O TOTAL PAN� DESCRIPTION
1 1 LIGHTS A 20 1 PANFIAMPS : 200
1 3 LIGHTS B 20 1 FEEDERAMPS : 200
1 5 LIGHTS C 20 1 L- L VOLTS : 477
1 7 LIGHTS A 20 1 L- N VOLTS : 240
1 9 LIGHTS B 20 1 Pf-IASE : 3
1 11 LIGHTS C 20 1 WIRE : 4
1 13 DCIT SIGNS A 20 1
1 15 DSTM (EM LIGHTING) B 20 1
1 17 LIGHTS C 20 1
2 19 PAN� C1 VIA 45KVA XFMR A 60 3 0.90 5.66 2.00 8.56 M.L.O.
21 - B- - 0.54 1.50 1.00 1.00 4.04 MAIN CB
23 - C- - 1.62 4,16 0.60 6.38 FLUSH
1 25 BVIERGENCY, IXIT AND OUTSIDE LIGHTS A 30 3 SURFA CE X
27 - B - - ISO GND
29 - C - - FEED-THRU
LOAD SUM MARY
1 2 LIGHTS A 20 1 REC KVA : 3.06
1 4 LIGHTS B 20 1 HEAT KVA : 11.32
1 6 LIGHTS C 20 1 MOTOR KVA : 1.00
1 8 LIGHTS A 20 1 LIGHTING KVA : 8.50
1 10 LIGHTS B ZO 1 KffCHEN KVA :
1 12 LIGHTS C 20 1 OTHER KVA :
1 14 LIGHTS A 20 1
1 16 LIGHTS B 20 1 PHASEA KVA : 10.56
1 18 LIGHTS C 20 1 AMPS : 44
1 20 LIGHTS A 20 1 PHASE B KVA : 5.04
1 22 LIGHTS B 20 1 AMPS : 21
1 24 LIGHTS C 20 1 PI-IASEC KVA : 8.28
3 26 LTS-RETAIL AND SUPPORT A 20 1 2.00 2.00 AMPS : 35
3 28 LTS-M FIZAINE B 20 1 1.00 1.00
3 30 LTS-IXTB210R C 20 1 1.90 1.90
CONNECTm LOAD
KVA : 23.88
AMPS : 29
DEMAND LOAD
KVA : 26.26
AMPS : 32
NOTES/REM ARKS : DEM AND t DIV B2SITY FACTORS
1. IXISTING TO REMAIN LOAD DESCRIPi'ION DBVIAND
2. CIRCUIT M ODIFI� BY WORK R RECEPTACLES - TO 10KVA 100% = 3.06
3. PROVIDENEW CIRCUIT BREAKB2 R�AINING OVER 10KVA 50% _
H HEATING 100% = 11.32
M MOTORS 100% _
LM LARGESTMOTOR 125% = 1.25
L LIGFiTING 125% = 10.63
K KffCHEN 65% _
O OTHER 100% _
AFTER PAfVEL'C1' (FORMERLY UPS-1)
PROJECTNAME Seattle Chocolate PROJECT#: 16178
LOCATION: Fm FROM: H-4 VIA T
NOTE CKT CIRCUIT NAM E CB SIZE LOAD (KVA)
N0. 9 AM P R H M L K O TOTAL PAN� DESCRIPTION
UNUSABLESPACE A PANELAMPS : 225
UNUSABLESPACE B FF�DERAMPS : 125
UNUSA BLE SPA CE C L- L V OLTS : 208
4 1 LTS-TRACK RETAIL A 20 1 1.00 1.00 L- N VOLTS : 120
4 3 LTS-TRACK FLDC B 20 1 1.00 1.00 PHASE : 3
4 5 LTS-LTS REST ROOM AND SEATING C 20 1 0.60 0.60 WIRE : 4
4 7 LTS-TRACK M EZZAINE A 20 1 1.00 1.00
4 9 SPARE B 20 1
4 11 REC C 20 1 0.90 0.90
3 13 REC A 20 1 0.72 0.72 M. L.O.
3 15 REC B 20 1 0.54 0.54 MAIN CB X 125A
3 17 REC C 20 1 0.54 0.54 FLUSH
4 19 SPARE A 20 1 SURFACE X
4 21 SPARE B 20 1 ISO GND
4 23 SPARE C 20 1 FEm--THRU
E
25 SPACEONLY A - 1
27 SPACEONLY B - 1
29 SPACEONLY C - 1
LOAD SUM M ARY
UNUSABLESPACE(MIN CIRCUIT BREAKER) A 125 3 REC KVA : 3.06
- B - - HEAT KVA : 11.32
- C - - MOTOR KVA : 1.00
2,3,4 2 EWH-1 A 20 2 1.50 1.50 LIGFiTING KVA : 3.60
4- B- 1.50 1.50 KffCHEN KVA :
3 6 EWH-2 C 50 2 4.16 4.16 OTHER KVA :
S - A - 4.16 4.16
4 10 �-1, �-2 B 20 1 1.00 1.00 F4IASEA KVA : 8.56
3 12 REC C 15 1 0.18 0.18 AMPS : 71
1,3 14 WAT�2 FOUNTAIN REC A 15 1 0.18 0.18 PHASE B KVA : 4.04
16 SPACEONLY 8 20 1 AMPS : 34
18 SPACEONLY C 20 1 PHASECKVA : 6.38
4 20 SPARE A 20 3 AMPS : 53
22 - B -
24 - C - -
26 SPACEONLY A- 1 CONNECTmLOAD
28 SPACEONLY B- 1 KVA : 18.98
30 SPACEONLY C- 1 AMPS : 53
DBW�1 ND LOA D
KVA : 2�.13
AMPS : 56
NOTES/RF�VIARKS : DEMAND/ DIVERSITY FACTORS
1. PROVIDEGFCI CIRCUIT BREAK�2 LOAD DESCRIPTION DBI4AND
2. PROVIDELOCKABLECIRCUITBRFAf�2 R REC�TACLES-T010KVA 100% = 3.06
P82 NEC 110.25. RBVIAINING OVER 10KVA 50% _
3. PROVIDENEW CIRCUIT BREAKB2 H HF1\TING 100% = 11.32
4. CIRCUIT M ODIFI� BY WORK M MOTORS 100% _
LM LARGESTMOTOR 125% = 1.25
L LIGHTING 125% = 4.50
K KITCHEN 65% _
Q ��IJ\ ���% -
BEFORE PANEL'H1'
PROJECTNAME Seattle Chocolate PROJECT#: 16178
LOCATION: Fm FROM:
NOTE CKT CIRCUIT NAME CBSIZE LOAD(KVA)
NO. 8 AM P R H M L K O TOTAL PAN� DESCRIPTION
1 LIGHTS A 20 1 PANELAMPS: 20D
3 LIGHTS B 20 1 FEEDERAMPS : 200
5 LIGHTS C 20 1 L- L VOLTS : 477
7 LIGHTS A 20 1 L- N VOLTS : 240
9 LIGHTS B 20 1 PI-IASE : 3
11 LIGHTS C 20 1 WIRE : 4
13 IXIT SIGNS A 20 1
15 DSTM (Elvl LIGFffING) B 20 1
17 LIGHTS C 20 1
19 PAN�. UPS1 VIA XFMR A 60 3 M.L.O.
21 - B - - MAIN CB
23 - C - - FLUSH
25 HdIERGENCY, DCITANDOUTSIDELIGHTS A 30 3 SURFACE X
27 - B - - ISO GND
29 - C - - FEED-THRU
LOAD 5UM MARY
2 LIGHTS A 20 1 REC KVA :
4 LIGHTS B 20 1 HEAT KVA :
6 LIGHTS C 20 1 MOTOR KVA :
8 LIGHTS A 20 1 LIGHTING KVA :
10 LIGHTS B 20 1 KITCHEN KVA :
12 LIGHTS C 20 1 OTHER KVA :
14 LIGHTS A 20 1
16 LIGHTS B 20 1 PHASEA KVA :
18 LIGHTS C 20 1 AMPS :
20 LIGHTS A 20 1 PI-IASEB KVA :
22 LIGHTS B 20 1 AMPS :
24 LIGHTS C 20 1 PI-IASEC KVA :
26 SPACEONLY A 1 AMPS :
28 SPACEONLY B 1
30 SPACEONLY C 1
CONNECTm LOAD
KVA :
AMPS :
DE7VIAND LOAD
KVA :
AMPS :
NOTESlREM ARKS : DEM AND I DIV 92SITY FACTORS
1. IXISTING TO REM AIN LOAD DESCRIPTION DBVIAND
Z. CIRCUIT M ODIFI� BY WORK R RECEPTACLES - TO 10KVA 100% _
3. PROVIDENL-W CIRCUIT BREAK9�2 RHW\INING OVER 10KVA 50°/a =
H HEATING 100% _
M MOTORS 100% _
LM LARGEST MOTOR 125% _
L LIGHTING 125% _
K KffCHE7V 65% _
O OTFiER 100% _
BEFORE PANEL'UPS1' DEMO
PROJC�T NAME Seattle Chocolate PROJECT#: 16178
LOCATION: Fm FROM: H-4 VIA T
NOTE CKT CIRCUIT NAM E CB SIZE LOAD (KVA)
NO. 8 AM P R H M L K O TOT,4L PAN� DESCRIPTION
UNUSABLESPACE A PANELAMPS : 225
UNUSABLESPACE B F�ERAMPS : 125
UNUSABLESPACE C L-LVOLTS : 208
1 COMP A 20 1 L- N VOLTS : 120
3 COMP B 20 1 PHASE : 3
5 TELE LOWF3� EQUIFiVIENT C 20 1 WIRE : 4
7 TELE LOWER EQUIRVIQVT A 20 1
9 SPARE B 20 1
11 TELE LOWER EQUIPMENT C 20 1
13 PANE1 UPS2 A 100 3 M.L.O.
15 - B - - MAIN CB X 125A
17 - C - - FLUSH
19 REI'AIL COMPS A 20 1 SURFACE X
21 REi'AIL COMPS B 20 1 ISO GND
23 REfAIL COMPS C 20 1 FEED�THRU
25 SPACEONLY A - 1
27 SPACEONLY B - 1
29 SPACEONLY C - 1
LOAD SUM MARY
UNUSABLESPACE (MIN CIRCUff BREAKER) A 125 3 REC KVA :
- B - - HEAT KVA :
- C - - MOTOR KVA :
2 COMP A 20 1 LIGHTING KVA :
4 COMP B 20 1 KffCHEN KVA :
6 COMP C 20 1 OTHER KVA :
8 COMP A 20 1
10 COMP B 20 1 PI-WSEA KVA :
12 COMP C 20 1 A MP5 :
14 DUCT HEATER A 20 3 PHASE B KVA :
16 - B - - A MPS :
18 - C - - PHASECKVA :
20 DUCT HEATER A 20 3 AMPS :
22 - B - -
24 - C - -
26 SPACEONLY A- 1 CONNECTED LOAD
28 SPACEONLY B- 1 KVA :
30 SPACEONLY C- 1 AMPS :
D�A4ND LOAD
KVA :
AMPS :
NOTES/REMARKS : DEMAND! DIV6�SITY FACTORS
1. LOAD DESCRIPTION DBVIAND
2. R RECEFfACLES - TO 10KVA 100°/a =
3. RHVIA INING OVER 10KVA 50% _
H HEATING 100% _
M MOTORS 100% _
LM LARGEST MOTOR 125% _
L LIGFiTING 125% _
K KITCHEN 65% _
O OTHER 100% _
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SEATTLE CHOCOLA7ES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
ENGINEERING
Consulting Electrical Engineers
19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
SCHEDULES AND
DETAILS
� DATE DESCRIPTION
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UTILIIY ROOM
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DEMOLISH ALL EXISTIN6 LIGHT FIXTURES, RECEPTACLE,
EQUIPMENTS, AND MATERIALS WITHIN THE PROJECT AREA �
AS REQUIRED TO FACILITATE THE NEW CONSTRUCTION. �
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RETAIL-S�iLES FLQOR
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NORTH GENERAL NOTES
15T F LC� C� Ft E L ECT R I CA L D E�� L I T I O N P LA N �• CIRCUIT NUMBERS SHOWN REFER TO PANEL C1 UNLESS OTHERWISE
NOTED.
SCALE: 1 /4" = 1'-0"
FLAG NOTES
� EXISTING 45 KVA TRANSFORMER TO BE RELOCATED FROM UPS
ROOM TO UTILITY ROOM. RELABEL AS TC1.
� EXISTING PANEL TO SE RELOCATED FROM UPS ROOM TO UTILITY
ROOM.
3� EQUIPMENT TO BE DEMOLISHED.
� DEMOLISH ALL WIRING ASSOCIATED WITH UNUSED EXISTING PANELS
UPS1 & UPS2 AND ASSOCIATED DISCONNECTS. (ALL EXISTING
CIRCUITING IN UPS1 & UPS2 HAVE BEEN ABANDONED OR WILL BE
DEMOLISHED)
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
118� ANDOVER PARK WEST
TUKWILA, WA 98065
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19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
DEMOLITION PLAN
� DATE DESCRIPTION
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NUKIti GENERAL NOTES
1 ST F L� O R PO�/ E R/C C.� � li� U N I�AT I a N S P LA N 1• CIRCUIT NUMBERS SHOWN REFER TO PANEL C1 UNLESS OTHERWISE
NOTED.
SCALE: 1 /4" = 1'-0"
FLAG NOTES
� 45 KVA TRANSFORMER RELOCATED FROM UPS ROOM. PROVIDE
EQUIPMENT, MATERIALS, AND LABOR REQUIRED TO EXTEND
CONDUIT AND CONDUCTOR TO FEED TRANSFORMER AT NEW
LOCATION.
� RE—LABEL PANEL AS C1 (PREVIOUSLY UPS1). PROVIDE
EQUIPMENT, MATERIALS, AND LABOR REQUIRED TO EXTEND
CONDUIT AND CONDUCTOR TO FEED PANEL AT NEW LOCATION.
3� VERIFY LOCATION OF INSTA—HOT WITH OWNER PRIOR TO
ROUGH—IN.
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
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19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
POWER AND
COMMUNICAITONS
PLAN
� DATE DESCRIPTION
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� I � �' i i 26a/R1
� � i. . _� , _ 26o/R1 _ � �
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1 i `
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i 1 ' , ,�i � I
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. ,
1 . ',' � ' . ',' -' f
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. ,
,i , ' , , ' I � --__ _ ._.._ ___. _._--.- - __ __�_ _ _�__ _ __ ___.. ___---. ---__ ._____.
' , _
;
� , �
!�{� - - .�� ,.��__ �- ��a _ �_.__�____---------__-__ __._ i 26 i.----___--_-__-_------__ LF4
�f � - _ _�._ . _ _ _. ---._.. __ _ .- -.-_ --.- -__.____.._...__.�_ ___. ___ 1_-= ���7 ! 26a/R 1 �
__ _... {�(___ _ �._._ �`Di�`�,�,____.__-_---_�--j.__
f �i 1 � X1 I�I X� / i i ;
��
�
LF5
H-30DMX/R5
2
(TYPICAL 26
PLACES)
LF5
H-30DMX/R5
LF5
H-30DMX/R5
LF5
H-30DMX/R5
LF5
H-30DMX/R5
LF5
H-30DMX/R5
LF5
H-30DMX/R5
LF5
H-30DMX/R5
NINE MORE FIXTURES ON THIS
CIRCUIT CONTINUE t44' ON
THIS WALL.
FACI LITY
ACCESS
�02
2s
LF2
�
--- _. . . --. ... ,..__.. . _--_ _ _. _- .___
_.� �_ ,____. ,
i ; ' � � '
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;
� LF4 ; LF4 ; � ; LF4
,
i � ` � -'� - y�
y,� ; ' y ,
, _. _._.. ___�...,1 ,
:
_--__ __ / _� _ ,J / �
t l�.�C _- ----- I i i l�..iC i
; . i :_
26a/R1 ; ._.,.- --_.__; 26a/R1 � 26a/R1 ._�
;�
� ;
B1 � �
� �
26 ��� ���
; `� !
r--_... --_ ... ._._..- -�- --.. ._.___ _ __ ____ � ---- .. .___ . _.., - -- __.. . --- t : a. i
i
I�`� � �...> ...
__y;_____ ----- LF4_ ___._.__ �..____...�__.__.___.. __...._..LF4 -____�__._.--- _.. i___, __ ----__ LF4_N__
I s
L..... ._ _.._'"" � "___"' "_.__.__ _"._.._. ._.__.. _.._.__.... � ..—...._. ._......'"_: � �
� i
26a/R1 26a/R1 � j 26a/R1
FiE7AiL-SAL.ES FLOOR ' �
11 ]. j ;
1 ;
i�
�
i ! '' !
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� �
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i
LF4 LF4 �; LF4 i �
26a/R1 26a/R1 ; 26a/R1 � ;
C1 , 5c/R7 � , � �
t� �} ' S� j 1 ' �
f .. _. .. -i i 61 '; ;
�� :�_ .�-__�_:. �.___�::._� .:':�� ;; i � � i
�� LF6 LF6 LF6 LF6 LF6 LF6 LF6i �`1� j 26 ' :
1� I j j! �; �; i
_.._ __... � �
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�� �� � . �
� 26 �; 0 0 �; 0! � 0� � ' � L_.. _;
' C1-16�R2t � 0 '' � � 0 �, �� � 0 �
' �i
1 '
LF8 1
�,
;. � i
Ir ---- -� -- f -----� r -- . _-- -.- i
f � + __ t !_ { . _ �
; � �� �i j� -
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' i
_ _ _ -,' ! '.
OS � ' _. _ _ . (� : _ i`-__ -_-_: ( , �� ' SWITCHBANK i
� � f ;
O � �---- ' -. �.__ M__�...__...._».__ f �I . ' �I . __ �_ _ _____—___.-0-- ---- ------ ;
__-------- —�-�---�--- -�____._----- � -- , - _ _ _. . _
�------------..�� �_ i �` � 1
�_ —�----- ---7^---- --- -- ---�- -- - S i _
_' '' � -- ----------- - r_
_.___N�3.I.�WAY _____ ______�____�_l�__�_---�� _ ___------_._� �._. l�__ ` -.-_ == -_:..I__l � ________------�`��.,_>;,_ _.._.___ _---------��-�.__ ,;�
26
1Q3 �_� --�--� �
OS � OS
� L�7 LF7 LF�
� 0 �
X1 26 26 J�-�26 26 � 26\
YIJ �
LF8 _ � LF8 � '� �JUOMANS ROOM
i _- - ( � ( ia4
� ��j�+ `F€�w `y�s g� ` LF7 LF7 LFI
_ _� _.I.__ �` _._: `-� �''__'...1_� � o
+ �! �- -__----_ _ r. _���' � � 26 O O
� SLV
�� I LF7l LF7 � LF� ���i I �S -- -=--, - j�- -
2g � 26 0� . .t'i �..� '��' +
/� OS !'� a� I � .. �� ,
'C1-5"'
�:�
� -' !( � LF7 � LF7, I
� ,. _ �s; � � �; r- I
;C1-SG,i I ; � ([;' Q26 i
' ; � �i ; i
;�' � LF7 � LF7 � Oi' j-.�_L-F3�_--:�_ L-F3--( f' ,-- j!
i �a r
p � �:; �: � �
2 6� M E N S R O O M � LF3 �. �`� C 1- 5 , C 1- 5 ;� i l '� i �
>.
26 �, 26 �� ti i J � i
s ) 105 � 1 -� �'_— -- --� -- � i
i �
---- —? - — - � --�---_� � `� � � � ^ : __ �.: � �_------ _ _,
.. . _ ,_ __
_____�._____ _� �_� ,�.,-__,. "f. .,. _ .�_�
( �(1 c:_.-.-:__:�_.:.i ;. . _�-i r--- �
f._...:...__;_ '
� Y t ) � � �� � ( � ~i i�l ` � OS �
� � `� _ � � ! i
! i
�_.___ � 26 26 26 `--� ; �� � 26
� _-_�.-_� �i=' � OS ;i + -�
� :.r \,._ � ,I� I � � t
, i, LF7 LF7`, LF7I 1 � _.
�i � � �`�•, 1 � � j�_;LF8
!
t�._(� 26 26 ��, 26 j � 1 � �
�---�.,
� � LF9
� �___�
26
UTiLITY ROQM
LF9 �14b
26
r�
LF9
K
G i i
O
2
E2.0
N PLA�
FL R LI HTI G
1 ST 00 �
SCALE: 1 /4" = 1'-0"
_.. _._-.. _ -- - --__..
� _ ._
X1
Zs
X1
26
�i
u
! � �
..._ _ �_ _. _ __.__ __.._.,.,_._ _._._.__� ._-- .....___,
�
` r FLEX SP/�CE �
, ; 110
� � �
, ,
__. i ...__ . .. _ __. ._._ _____ _____._ .__. _. ___.._:
`� i 26f/R1
_` I �
�
° pLF4
_ _... __._ ll._ ._.._ ..,.
,�.
� �,��� �-+i . _. _.� .. . .. _ . � , �.
--- � � � 26f/R1
/ � �
� LF4
Fl.EX SPACE
7.09
_ ._ ._ _.-� - -- - ,____ _ _ __._____________ _
� � 26f/R 1
I (( 1. .
� �' tl �
� � . ij 1. / ��� � i .:.' �
;
; �i I : �� „ f� -
, �, , , y . , .:
�.._ � .
.., i i + i �t ;
�- _ ::, .. .. . � _.�..: LF4. --.:: , f!_ �� _ , �.•:.,, -
� ,
j26f/R 1
��
- ' � - ;� s; t -
;�� ;;, ��,, . i �;�- ;,
�
� f �iI '' ' �''LF�'�- � �' ��_ 'i �I
A�. , .._ :::�i �_ . . , i.. �-� ..s l:�... ...._A (A.�.
--_. _. ..._---------i }_� �
I: ___ . _. . _--- i
- _ � .. _- - -------- __.._.�..._-- ---�-----�.._____._-� �
.=�..v��--- ---------- ----__ _.__ ___-----_----�-�__J
F�cTORv accEss ;
� 108 X1
LF4 � � LF4 � LF4 � 28 �
28h/R4 28h/R4 28h/R4 �;�`�
I I
_--_.__-� --------------------------_r.__ �_�_! 1
_--__- t-,-_- --`._ -------__,_______� �-- _=-� � -
RETAIL RETAIL
RETAIL SALES SALES FLEX FLEX FLD(
SALES TRACK SEATING 110 110 109
277V 120V 120V 27N 120V 277V
DIM DIM DIM DIM DIM DIM
H1-26 C1-1 C1-5 H1-26 C1-3 H1-26
a b c d e f
FLEX LCP
109 HALLWAYS MEZZAINE SWITCH
120V 277V NOTE 120V SLV
DIM DIM 4 DIM
C1-3 H1-28 C1-7
g h DMX m 2 HR
CONTROLLER OVERRIDE
NOTES:
1. CONTRACTOR TO VERIFY EXACT CONFIGURATION REQUIRED WfTH SPACE AVAILABLE.
2. PROVIDE LABELS AS DIRECTED BY OWNER.
3• SWITCHES SHALL NOT BE MOUNTED HIGHER THAN 48" AFF.
4. INSTALL DMX CONTROLLER PER MANUFACTURERS REQUIREMENTS.
FACTORY START UP BY AUTHORIZED DEALER IS REQUIRED.
NO SCALE
G EN ERAL IV OTES
1. CIRCUIT NUMBERS SHOWN REFER TO PANEL H1 UNLESS
OTHERWISE NOTED.
FLAG NOTES
� PROVIDE SLAVE PACK FOR 120V CIRCUITS.
�FIXTURE CONTROLLED VIA ACCLAMART 500 TOUCH PANEL CONTROL
AND TIMECLOCK. PROVIDE SOFTWARE, FITTINGS AND CABLING PER
MANUFACTURER'S REQUIREMENTS.
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JUN 27 2A16
���a����` ����`�T��
SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
:� `
ENGINEERING
Consulting Electrical Engineers
19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
1 ST FLOOR
LIGHTING PLAN
� DATE DESCRIPTION
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
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........ ................ ....................................................................
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........ ................ ....................................................................
�
NORTH
PARITAL LIGHTIN�-WALKWAY PLAN
SCALE: 1 /8" = 1'-0"
MEZZ.F`NINE
EXPANSION
7_02
LF4 �
28h/R4
EXISTING
PV{EZ7_AIfVE
2Q2
_____ __ �-� _.___
--[r------------
EXISTING
M EZZAI N E
2az
tX15TING
MEZZAINE
201
LF4 � LF4 � i
28h/R4 28h/R4 �
� 28
�:-=_____._�_=-_: __;—�.-----= -----
r,� -- __-: _—_=._.__-_- ,;, ._�=
,...:-. _� I�X1 !.
o, ��
;:, ; i (:i
� i �;
;;i 'I
I;',..p �i
� t8J 28 �!
D(ISTING
(N.I.C.)
ei
�28
LF4 �
28h/R4
LF4 �
28h/R4
B1 LF4
� �
28h/
28 __._�.
LF4 �
28h/R4
MEZZAI�INE
CXPANSION
202
LF4
�
g� 28h/R4
�
28
LF4 �
LF4 �
28h/R4
B1
�
28
LF2
_C1 Jm/R6_
LF4
�
81 28h/R4
�
28
LF4 �
28h/R4
28h/R4� LF4
B1
=_--��-,_LF4 � 1 �
_.. ,,__ _.__.-,
—: �� 28h/R4
i_\ ._.___�_ � 28
i \``�� '`
!�,� � � MEZZANINE
� '`��\� � EXPANSIQN
-------- � 202
(
SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLA7ES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
, -
, ;;:,
ENGINEERING
Consulting Electrical Engineers
19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
PARTIAL
LTG-WALI�WAY
PLAN
0 DATE DESCRIPTION
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
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� �
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• t "-�, > �. ��+''�* � .
�''�" - �. 'bit�g ;� rx t 7' �,:
� �`'� ��`�o9'.�c "f� ,�� ♦ r�
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.; �
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JUN 2 � 2q16
•
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E
r
�
6�1 2J91.�
�t�}.$4�11.�
�17.�'3 8 2.1
5�3J3'
,
NUK I h
EMERGENCY EGRESS LIGHT LEVEL 1 ST F L� � R E M E RG E N CY L I G H T I� G P LA N
SCALE: 1 /4" = 1'-0"
Illuminance (Fc)
Average = 3.77
Maximum = 27.1
Minimum = 1.1
Avg/Min Ratio = 3.43
Max/Min Ratio = 24.64
�
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�Et,�a� ����
W,� R e
R` �9 C'��� � r�� � �� �
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fi :t"?.. t f:,. �`aM1�� 4 � T 1 yk"
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JUN 2 � 2�116
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h:. �
SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATTLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TU KW I LA, WA 98065
������.
��� .��`�°���
��s��,����Er� � �, �>�,,�
��� E��,��� �,
� ���:
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Consulting Electrical Engineers
19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
EMERGENCY
LIGHTING FLOOR
PLAN
� DATE DESCRIPTION
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
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........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
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........ ................ ....................................................................
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........ ................ ....................................................................
......... ................. ....................................................................
........ ................ ....................................................................
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,�
� � �
�
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J
r
`
0
- L WAY PLAI�
TI N WA K
EN Y LI�H G
PA
RITAL EIV1 ER� C
SCALE: 1 /8" = 1'-0"
EMERGENCY EGRESS LIGHT LEVEL
Illuminance (Fc)
Average = 3.77
Maximum = 27.1
Minimum = 1.1
Avg/Min Ratio = 3.43
Max/Min Ratio = 24.64
EXISTING
MEZZAINF
2��
i.� i.s �:�EC,�sAN,f�E i.� 's.� i�l}L -- �
EXPANSION --- ------- -- _
1.7 1.7 1.8 :i��2 1. 2.0 6.3 9.1 14.8 22.6 20.6 12.8 2.6 1.9 2.1 2.2 2.3 2.2 1.8 1.6 1.5 1.6 1.7 4.2 6.8
1.7 1.7 7 1.7 2.0 2.8 4.B 6.9 �7. 13.9 12.3 3.0 2.4 2.0 2.2 4 2.4 22 1��� . 11.1
�F4 �F4 �F4 '" ��
1.6 1.6 1.8 1.7 2.2 8.1 9.7 8.7 '4.7 '4.3 4.0 2.4 2.0 2.0 2.3 2.5 �.6 2.2 1.8 1.6 1.6 1.7 2.9 *7 11.1
__ I
1.5 1.6 1.b 1.8 4.0 12.0 11.2 4. 2.4 1.6 1.7 1.7 1.8 2.0 2. 2.6 2 �f. . t7.8 1.1 6.9
� ------- - _�� ---_--- 1.9 1.
� 9.9 8.1
.3 2. �
3.9 '1 .1 �f.7
.9 2. I 2.5 2.6
EXISTING
M EZ ZAi i� E
201
EXISTING
MEZZAINE
201
�3.5
�3.8
3.7
2.6
4.7
3.0
5.8
1.8 1.8 17 I
1.9 1.9 1.8 I
2.1 2.0 1.9 �''ll
-b2., z.o ;.9 �
i.o o ;.s �'
�F4 ��
1.9 1.8 1.8 ��'�
1.7 1.8 2.3 �
i.� a.o S.a
1.7 8.8 15.6
1.9 10.0 17.7
2.7 18.4
6.� ;, a`F,4.�
6.3 9.8 11.3
3.6 8.4 8.3
'I.8 1.7 1.8
1.7 1.7 1.8
1.B 1.7 1.7
�1.8 1.��
'1.8 1.7 1.7
1.7 1.7 1.8
1.6 1.7 1.8
2.3 4.6 10.:
2.8 8.8 15:
3.0
��
5.1 9.9 13:
'7.3 11.4 '12.f
8.8 10.4 9.1
MEZZANINE
Ek'a�dA(�b�nl0lk�a
202
1.6 1.9 1.7
1.7 8 1.6
F4
1.7 1.7 1.8
�1.7 1.7 1.6
1.7 1.7 1.6
1.7 1.7� 1.8
1.8 1.8 1.9
2.7 �6.5
'a.9 ;o.g F4.�
�.o ;o.s ;s:
8.5 12.7 14:
11.0 12.7 8.6
10.9 1t.8 �7.0
3.1 4.1 2.4
i.o z.o LF�#n
1.8 1.5 1.4
e;.� ;.s ;.5
V1.7 1.6 1.5
- 7.7-tB 't:s
1.8 1. 1.6
22 2 22
4.0 3.6
102 � .5 8.8
8.8 t/.6
S.a 's 'sz
5.' . LF�L3
- a.,--r,.-� ;+.
3.3 4.0 3.9
1.7 �j t.H
"`1F4
1.8 1.7 1.7
'1.9 1.8 1.8
2.0 1.9 1.8
2.� ;.9 ;.9
i.s i.s i.s
2.3 2.6
a., 's.z `Fe a
5.4 112 15r
5.0 10.5 14.:
22 3.9 4.7
rg- : -r. ;.a ;.s ;.s
11.5 8.3 1.6 1.8 1.7 1.7
18.8 9.2 2. -�. 9.8 1.7 �t�
18.0 8.8 1.9 1.8 1.7 1.8
's.a ;:McLLAf�11NE;.s ;.s
EXPANSION
202
MEZZANINE
UNDER
SEPERATE
PERMIT
\
\
I+
�� � � �:. „, � �
� '�� �� � � � �..
„"t a:
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SEATTLE CHOCOLATES
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
SEATfLE CHOCOLATES
CHOCOLATE FACTORY TOUR
1180 ANDOVER PARK WEST
TUKWILA, WA 98065
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19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
Phone:425-402-9400 Fax:425-402-9402
C-16178
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JUN 2 � 2016