HomeMy WebLinkAboutPermit D12-253 - WESTFIELD SOUTHCENTER MALL - AMC PARKING WATERPROOFINGWESTFIELD MALL
AMC PARKING
WATERPROOFING
2800 SOUTHCENTER MALL
EXPIRED
02-16-13
D12 -253
City ATukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206431 -3670
Inspection Request Line: 206 -431 -2451
Web site: http: / /www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No.: 9202470010
Address: 2800 SOUTHCENTER MALL TUKW
Suite No:
Project Name: WESTFIELD MALL - AMC PARKING WATERPROOFING
Permit Number: D12 -253
Issue Date: 08/20/2012
Permit Expires On: 02/16/2013
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD CA 92013
Contact Person:
Name: DON AUSTIN
Address: 3601 121 ST SW , LYNNWOOD WA 98087
Contractor:
Name: COMMERCIAL INDSTRL ROOFING INC
Address: 3601 121ST STREET SW , LYNNWOOD, WA 98037
Contractor License No: COMMEI *205JJ
Lender:
Name: SELF FUNDED - WESTFIELD MALL
Address:
Phone: 425 - 423 -0900
Phone: 425 - 423 -0900
Expiration Date: 05/16/2013
DESCRIPTION OF WORK:
REMOVE EXISTING DECK WATERPROOFING AND INSTALL NEW PER ATTACHED OUTLINES.
Value of Construction: 2,375,000.00 Fees Collected: $23,892.46
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009
Type of Construction: II -B Occupancy per IBC: 0019
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
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Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
• •
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
Start Time: End Time:
Private:
Profit: N
Private:
N
Date:
Public:
Non - Profit: N
Public:
I hereby certify that I have read and examined this rmit and know the same to be true and correct. All provisions of law and ordinances
governing this work , • e comp e • 'th, whether specified herein or not.
The granting
construction
to this permi
Signature:
Print Name:
this permit does not presum
r the performance of work. I
to give authority to violate or cancel the provisions of any other state or local laws regulating
authorized to sign and obtain this development pe t and agree to the conditions attached
Date:
This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
6: Manufacturers installation instructions shall be available on the job site at the time of inspection.
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D12 -253 Printed: 08 -20 -2012
7: Prior to final inspection for this buildingiknit, a copy of the roof membrane manufactull warranty certificate
shall be provided to the building inspector.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
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D12 -253 Printed: 08 -20 -2012
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. ,- 23
Project No.
Date Application Accepted: -7--30"_
Date Application Expires:
\ -1.v -1 3
(For office use only)_
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
00
Site Address: -655-Southcenter
Tenant Name: Westfield Southcenter Mall
King Co Assessor's Tax No.:
Suite Number: Floor:
New Tenant: ❑ Yes ®..No
PROPERTY OWNER
Name: Don Austin
Name: Westfield LLC
City: Lynnwood State: WA Zip: 98087
Address: 2800 Southcenter Mali
Email: don @cir- roofmg.com
City: Tukwila State: WA
Zip: 98188
CONTACT PERSON — person receiving all project
communication
Name: Don Austin
Address: 3601 121st Street SW Lynnwood WA 98087
City: Lynnwood State: WA Zip: 98087
Phone: (425) 423 -0900 Fax: (425) 423 -0992
Email: don @cir- roofmg.com
GENERAL CONTRACTOR INFORMATION
Company Name: Commercial Industrial Roofing
Address: 3601 121st Street SW Lynnwood WA 98087
City: Lynnwood State: WA Zip: 98087
Phone: (425) 423 -0900 Fax: (425) 423 -0992
Contr Reg No.: COMMEI *205JJ Exp Date: 05/13/2013
Tukwila Business License No.:
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Revised: August 2011
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ARCHITECT OF RECORD
Name:
�
Company Name:
Address: �� Qd ��
`
Architect Name:
City: [
State:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name:
�
Company Name:
Address: �� Qd ��
`
Engineer Name:
City: [
State:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or .
greater per. RCW . 19 7.
Name:
�
Address: �� Qd ��
`
City: [
State:
Zip:
Page 1 of 4
BUILDING PERMIT INFORMATIO !206- 431 -3670
Valuation of Project (contractor's bid price): $ 2,375,000
Describe the scope of work (please provide detailed inform ion):
I > Eevtoue. F-)C 1$Ti..d
mew -\& 114filgtS)
Will there be new rack storage? ❑ Yes
Q< c —/kof
Existing Building Valuation: $
l.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square FootageBelow
'
Existing .
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1' Floor
2`d Floor
3rd Floor
Floors thru
Basement . •
•
Accessory Structure*'
Attached Garage •
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers 1 Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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Page 2 of 4
PERMIT APPLICATION NOTES
• •
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: Date:
Print Name: Don Austin Day Telephone: (425) 754 -4046
Mailing Address: 3601 121st Street SW Lynnwood WA 98087
City
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State Zip
Page 4 of 4
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206-431-3665
Web site: http: / /www.TukwilaWA.gov
RECEIPT
Parcel No.: 9202470010 Permit Number: D12-253
Address: 2800 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 07/30/2012
Applicant: WESTFIELD MALL - AMC PARKING WATERPROOFING Issue Date:
Receipt No.: R12 -02400
Initials:
User ID:
Payee:
TLS
1670
Payment Amount: $14,482.05
Payment Date: 08/20/2012 02:22 PM
Balance: $0.00
COMMERCIAL INDUSTRIAL ROOFING
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 142444 14,482.05
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES 000.322.100
STATE BUILDING SURCHARGE 640.237.114
14,477.55
4.50
Total: $14,482.05
doc: Receiot -06 Printed: 08 -20 -2012
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206- 431 -3665
Web site: http: / /www.TukwilaWA.2ov
Parcel No.: 9202470010
Address:
Suite No:
Applicant:
RECEIPT
Permit Number:
2800 SOUTHCENTER MALL TUKW Status:
Applied Date:
WESTFIELD MALL - AMC PARKING WATERPROOFING Issue Date:
r)12-253
PENDING
07/30/2012
Receipt No.: R12 -02238
Initials:
User ID:
Payee:
WER
1655
Payment Amount:
Payment Date:
Balance:
$9,410.41
07/30/2012 02:41 PM
$14,482.05
COMMERCIAL INDUSTRIAL ROOFING INC
TRANSACTION LIST:
Type Method
Descriptio Amount
Payment Check
Authorization No.
ACCOUNT ITEM LIST:
Description
142395 9,410.41
Account Code
Current Pmts
PLAN CHECK - NONRES
000.345.830
Total: $9,410.41
9,410.41
doc: Receiot -06
Printed: 07 -30 -2012
FILE COPY
^.._.t4 Raley
SECTION 07 18 00
Wiss, Janney, Elstner Associates, Inc.
TRAFFIC COATINGS
PART 1 GENERAL
1.1 SUMMARY
A. Section includes the priming of the existing concrete deck and the installati
PMMA traffic coating.
B. Related Sections
1. 01 50 00 - Temporary Facilities and Controls
2. 01 60 00 - Product Requirements
3. 02 41 20 - Selective Demolition
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 0 3 2012
City of Tukwila
B ILDI( G fIVISION
n nrrt
C. Allowances
L 200 linear feet of crack preparation per every 1,000 square feet of horizontal surface area.
2. 25 square feet of surface preparation per every 1,000 square feet of horizontal surface
area.
D. Unit Prices
1. Crack preparation and repair per 100 linear foot increments.
2. Surface preparation per square foot
E. . Alternate 1: Install traffic coating as specified herein on vertical surfaces e.g. mechanical
equipment enclosure curbs, parapets, base of wall.
1.2 REFERENCED STANDARDS
A. ASTM
1. D 4258 - Standard Practice for Surface Cleaning Concrete for Coating.
2. D 4259 - Standard Practice for Abrading Concrete.
3. D 7234 - Standard Test Method for Pull -Off Adhesion Strength of Coatings on Concrete
Using Portable Pull -Off Adhesion Testers.
4. D 4787 - Standard Practice for Continuity Verification of Liquid or Sheet Linings
Applied to Concrete Substrates.
B. International Concrete Repair Institute (ICRI)
1. No. 310.2 -1997 - Selecting and specifying Concrete Surface Preparation for Sealers,
Coating, and Polymer Overlays (formerly No. 03730)
1.3 SYSTEM DESCRIPTION
A. Vehicular Traffic Liquid Applied Waterproofing System: A reinforced, fluid - applied, self -
leveling polymethylmethacrylate (PMMA) resin -based system for concrete substrates to
receive vehicular traffic. The system shall have an aggregate surfacing and colored abrasion
resistant top -coat as selected by the Owner from the manufacturer's standard palette of colors.
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b12.--253
RECEIVE
JUL 30 2012
TrJu TCENTER
Wiss, Janney, Elstner Associates, Inc.
1.4 SUBMITTALS
A. Product Data: Traffic- coating manufacturer's literature including written instructions for
evaluating, preparing, and treating substrate; technical data including tested physical and
performance properties; application instructions, and details.
1. Include VOC content of components.
2. Traffic- coating manufacturer's color chart.
B. Samples: For each type of traffic coating required, provide stepped samples on rigid backing
large enough to illustrate build -up of traffic coatings, of same thickness and material indicated
for Work.
C. Applicator Qualifications:
1. Certification signed by traffic- coating manufacturer, certifying that Applicator complies
with manufacturer's requirements to install specified, warranted, traffic coating.
2. Submit evidence that Applicator's existing company has minimum of five years'
continuous experience in application of specified materials.
D. Sample Warranties: Copies of traffic- coating manufacturer's warranty and Applicator's
warranty, both stating obligations, remedies, limitations, and exclusions. Submit with bid.
E. Following completion of Work, submit traffic- coating manufacturer's warranty inspection
reports and completed warranty; submit completed Applicator's warranty.
F. Maintenance Data: Identify substrates and traffic- coating systems applied. Include
recommendations for periodic inspections, cleaning, care, maintenance, and repair of traffic
coating.
1.5 QUALITY ASSURANCE
A. Applicator Qualifications: Qualified firm that is approved, authorized, or licensed by traffic -
coating manufacturer to apply traffic coating and that is eligible to receive traffic- coating
manufacturer's warranty. Must have installations of specified materials in local area in use for
minimum of five years.
1. Employ foreman trained by traffic- coating manufacturer and with minimum of five
years' experience as foreman on similar projects, who is fluent in English, to be on site at
all times during Work.
B. Mock -ups: Prior to start of Work or purchase of material, apply traffic coating to at least
100 square feet of substrate, at locations determined by Architect /Engineer, to demonstrate
surface preparation, joint and crack treatment, sheet metal flashing, reinforcing mesh,
thickness, texture, color, and standard of workmanship. Substitution of materials or procedures
will not be allowed. Mock -up is to be true representation of project system that will be
installed.
1. After surface preparation is complete, two 4 inch diameter cores from the mock -up area
will be removed and examined petrographically to observe if there is micro- cracking of
the surface.
2. Adhesion testing will be performed to demonstrate that bond strength to substrate and
inner bond strength between inner plies meets project requirements.
3. If Architect/Engineer determines mock -up does not comply with requirements, modify
mock -up or construct new mock -up until mock -up is approved.
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4. Maintain approved mock -ups in undisturbed condition during Work as standard for
judging completed Work. Mock -ups, if undamaged at time of Substantial Completion,
may be incorporated into Work.
C. Pre - installation Meeting:
1. Conduct meeting at Project site.
2. Review requirements for traffic coating, including:
a. Construction schedule /phasing and availability of materials, Applicator's personnel,
equipment, and facilities needed to make progress and avoid delays.
b. Site use, access, staging, and set -up location limitations.
c. Approved mock -up procedures.
d. Forecast weather conditions.
e. Surface preparation and substrate condition.
f. Application procedures.
g. Special details and flashings.
h. Minimum curing period.
i. Testing and inspection requirements.
j. Temporary protection and repair of traffic coating.
k. Governing regulations if applicable.
3. Contractor's site foreman, traffic- coating manufacturer's technical representative, traffic -
coating Applicator, and Architect /Engineer shall attend.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Refer to Section 01 60 00 Product Requirements for general product delivery, storage, and
handling requirements.
13. Delivery
1. Deliver materials to Project site in original packages with seals unbroken, labeled with
traffic- coating manufacturer's name, product brand name and type, date of manufacture,
lot number, and directions for storing and mixing with other components.
C. Storage
1. Store materials in original, undamaged containers in clean, dry, protected location on
raised platforms with weather - protective, vented coverings, within temperature range
required by traffic- coating manufacturer.
2. Quartz silica (sand) must be kept dry during delivery, storage, and handling.
3. Traffic- coating manufacturer's standard packaging and covering is not considered
adequate weather protection.
4. Store closed containers away from heat, direct sunlight, oxidizing agents, strong acids,
and strong alkalis. Keep products away from open fire, flame or any ignition source.
D. Handling
1. Handle materials in such a manner as to preclude damage and contamination with
moisture or foreign matter.
2. Keep away from open fire, flame, or any ignition source. Vapors may form explosive
mixtures with air. Avoid skin and eye contact with this material. Avoid breathing fumes.
3. Do not eat, drink, or smoke in the application area.
4. Follow the materials manufacturer's recommendations and requirements for personal
protective equipment when handling and installing the materials.
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5. Conspicuously mark damaged or opened containers or containers with contaminated
materials, and remove from site as soon as possible.
6. Remove and replace materials that cannot be applied within stated shelf life.
1.7 PROJECT CONDITIONS
A. Verify existing dimensions and details prior to installation of materials. Notify
Architect/Engineer of conditions found to be different than those indicated in Contract
Documents. Architect/Engineer will review situation and inform Contractor and Applicator of
changes.
13. Comply with Owner's limitations and restrictions for site use and accessibility.
C. Environmental Limitations:
1. Apply traffic coating when existing and forecast weather conditions permit traffic coating
to be installed according to traffic- coating manufacturer's written instructions and
warranty requirements.
a. Submit an installation plan that details how environmental conditions will be
controlled to meet coating manufacturer's requirements. Plan will be approved by
Owner and traffic coating manufacturer before work commences. Do not apply
traffic coating under following conditions, unless otherwise approved by traffic -
coating manufacturer and approved by Architect/Engineer.
b. Do not apply materials during precipitation or in the event there is a probability of
precipitation during application. Take adequate precautions to ensure that materials,
applied membrane, and building interiors are protected from possible moisture
damage or contamination.
c. Do not apply when substrate temperature is below 50 degrees F or less than
5 degrees F above dew point, or outside of range recommended by traffic- coating
manufacturer.
d. Do not apply when ambient temperature is below 40 degrees F or outside of range
recommended by traffic- coating manufacturer.
e. Do not apply to damp or wet substrate; when relative humidity exceeds 85 percent;
in snow, rain, fog, or mist; or when snow, rain, fog, or mist is forecast during
application or curing period. Apply only to frost -free substrate.
2. Remove only as much of existing traffic coating as can be prepared and new traffic
coating installed in one day, unless provisions are implemented to maintain water
tightness in interim or larger removal areas are approved by Owner's Representative.
a. Provide temporary protection as needed if water tightness is compromised.
b. Do not begin removal of existing traffic coating when weather conditions are not
conducive to maintaining water tightness or for application of new traffic coating.
D. Install materials in strict accordance with safety requirements required by traffic- coating
manufacturer, Material Safety Data Sheets, and local, state, and federal rules and regulations.
E. Maintain adequate ventilation during preparation and application of traffic- coating materials.
Notify Owner at least 1 week in advance of Work with materials with noxious vapors. Review
application schedule and venting precautions with Owner prior to beginning application.
F. During rehabilitation work, existing conditions may be encountered which are not known or
are at variance with drawings and specifications. Such conditions may interfere with Work
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and may consist of damage or deterioration of substrate or surrounding materials or
components that could jeopardize integrity or performance of new traffic coating.
1. Notify Architect/Engineer of conditions that may interfere with proper execution of Work
or jeopardize integrity of new traffic coating prior to proceeding with Work.
1.8 SEQUENCING
A. Primer Installation
1. After the concrete surfaces are shotblasted and surface repair preparation has been
completed, install the primer before installing the repair paste and deck leveling
materials.
2. Existing Conditions: It is expected that the existing concrete deck contains moisture. The
specified primer is specifically formulated to contain moisture and limit hydrostatic
pressure on the underside of the new traffic coating system. The repair paste and deck
leveling materials shall be installed above the primer. This will prevent moisture contact
and degradation of the repair materials that could occur if installed below the primer.
1.9 WARRANTY
A. Manufacturer's Warranty:
1. Single source written warranty, signed by traffic- coating manufacturer, including all
products that will be utilized in the total traffic coating system.
a. Repair or replace traffic coating system including primers manufactured by sources
other than the named waterproofing manufacturer that do not comply with
requirements; that do not remain watertight; that fails in adhesion, cohesion, or
general durability; that experiences abrasion or tearing failure not due to misuse; that
experiences surface crazing, fading or chalking; or that deteriorates in a manner not
clearly specified by submitted traffic- coating manufacturer's data as inherent quality
of material for application indicated. Warranty does not include deterioration or
failure of traffic coating due to failure of substrate prepared according to
requirements, formation of new substrate cracks exceeding 1/16 inch in width, fire,
vandalism, or snowplow abuse.
b. Provide access to warranty repair and replacement areas during repairs.
2. Warranty Period: 10 years after Substantial Completion date.
B. Applicator's Warranty:
1. Written warranty, signed by Applicator, including
a. Repair or replace traffic coating system including primers and that do not comply
with requirements; that do not remain watertight; that fails in adhesion, cohesion, or
general durability; that experiences abrasion or tearing failure not due to misuse; that
experiences surface crazing, fading, or chalking; or that deteriorates in manner not
clearly specified by submitted traffic- coating manufacturer's data as inherent quality
of material for application indicated. Warranty does not include deterioration or
failure of traffic coating due to failure of substrate prepared according to
requirements, formation of new substrate cracks exceeding 1/16 inch in width, fire,
vandalism, or snowplow damage.
b. Provide access to Owner and Architect/Engineer to warranty repair and replacement
areas during repairs.
c. Repair or replacement, to satisfaction of Owner, of other work or items which may
have been displaced or damaged as consequence of defective work.
d. Make immediate emergency repairs within 48 hours of notice of leakage.
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2. Warranty Period: 10 years after Substantial Completion date.
PART 2 PRODUCTS
2.1 TRAFFIC COATING
A. Source Limitations: Obtain materials through one source from single traffic- coating
manufacturer, except as specified. Provide materials not available from traffic- coating
manufacturer from sources approved by traffic- coating manufacturer. Provide new materials.
B. VOC Content: Provide materials that comply with local VOC limits.
C. System: Install the different coats and plies in the mil thickness specified by the system
manufacturer. The minimum thickness for the combined reinforced waterproofing layer and
aggregated layer shall be 160 mils.
2.2 MATERIALS
A. Primer: one -coat, epoxy -based
1. Koster VAP I 2000 FS
B. Flashing Resin: A thixotropic, flexible, acrylic, PMMA -based resin for use in combination
with a fleece fabric to form a monolithic, reinforced flashing membrane used in conjunction
with a reinforced or unreinforced PMMA waterproofing system.
1. ALT Global: ALT R230 Thixo Resin
2. Siplast : Terapro Flashing Resin
C. Base Resin: A flexible, acrylic PMMA -based resin for use as waterproofing in a reinforced
PMMA waterproofing system.
1. ALT Global: ALT R230 Resin
2. Siplast: Terapro Base Resin
D. Fleece: A non - woven, needle - punched polyester fabric used as a reinforcement in catalyzed
resin flashing and field membrane systems.
1. ALT Global: ALT Fleece Reinforcement
2. Siplast: Pro Fleece
E. Waterproofing Layer Resin: A PMMA -based resin combined with aggregate filler to provide a
waterproofing/wearing layer in a reinforced or unreinforced PMMA waterproofing system.
1. ALT Global: ALT RS 233 Mortar
2. Siplast: Terapro VTS Resin
F. Aggregate Filler for Waterproofing Layer Resin: A quartz aggregate blend /filler added to the
waterproofing/wearing layer resin to produce a PMMA -based resin /aggregate slurry
waterproofing/wearing layer.
1. ALT Global: #16 grit sand
2. Siplast: Terapro VTS Quartz
G. Wearing Coat: A pigmented, multi- component, PMMA -based finish layer for use in resin -
based waterproofing and flashing systems.
1. ALT Global: ALT Finish 288 Resin
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2. Siplast: Pro Color Finish Resin
3. Color: To be selected by Owner from manufacturer's standard palate of colors.
H. Cleaning Solution /Solvent: A clear solvent used to clean and prepare transition areas of in-
place catalyzed resin to receive subsequent coats of resin and to clean substrate materials to
receive resin.
1. ALT Global: As recommended by the manufacturer
2. Siplast: Pro Prep
I. ALTERNATE 1
1. Thixotropic Agent: A liquid additive used to increase the viscosity of the PMMA -based
resin products, allowing the resins to be applied over vertical or sloped substrates.
a. ALT Global: ALT R230 Thixo Resin
b. Siplast: Pro Thixo
2.3 OTHER MATERIALS
A. Crack, Joint, Void, and Spall Repair Material
1. ALT Global: ALT R290 Paste
2. Siplast: Pro Paste
B. Exterior Slab Leveler - As recommended by the traffic coating manufacturer:
1. CTS Cement Manufacturing Corp.: Rapid Set TRU Self Leveling
2. BASF Construction Chemicals: EMACO T350 SL
3. Koster Waterproofing Systems: KOSTER Self - leveling Floor 15
4. Architect/Engineer - approved equal
2.4 EQUIPMENT
A. Equipment to install traffic coating, as recommended by the coating manufacturer.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions with Applicator and traffic- coating manufacturer's
representative for compliance with requirements and other conditions affecting performance
of traffic coating.
1. Ensure that Work done by other trades is complete and ready to receive traffic coating.
2. Verify compatibility with and suitability of substrates.
3. Notify Architect /Engineer in writing of conditions which may adversely affect traffic -
coating installation or performance. Do not proceed with traffic- coating installation until
these conditions have been corrected and reviewed by Architect /Engineer.
3.2 SURFACE PREPARATION
A. Remove existing traffic coating and other materials to expose substrate as specified in Section
02 41 20 Selective Demolition.
WJE No. 2012.1896 07 18 00 - 7
Southcenter Mall, Traffic Coating Repairs
Traffic Coatings
June 29, 2012
Wiss, Janney, Elstner Associates, Inc.
B. Surface Preparation: Clean and prepare concrete substrate. Acceptable surfaces shall be free of
laitance, oil, grease, existing membrane and other materials incompatible with the coating.
The surface shall also be free of fins, projections and loosely adhering concrete, dirt, and dust
particles. Produce surface texture equal to CSP 3 or 4 as defined by ICRI 310.2 1997.
1. Uniformly clean concrete surfaces by abrasive blast, according to ASTM D 4259, to
expose top surface of fine aggregate and provide sound surface, free of laitance, dirt, and
other loose or foreign material. Use self - contained, recirculating, blast - cleaning
apparatus.
a. Water blasting to prepare the concrete surface will not be allowed.
2. Remove grease, oil, asphalt solids, form- release agents, paints, curing compounds, and
other penetrating contaminants or film- forming coatings from concrete.
3. Abrasively clean wall surfaces that will receive waterproof coating.
a. Under the Base Bid Work:
1) For clarification: the terms "wall surfaces" does not include the vertical curb
faces that transition between parking decks and sidewalks. Curb faces shall be
prepared in a manner that produces the same level of quality as that specified
for horizontal surfaces.
2) Lightly abrade or otherwise prepare surfaces to receive new top coat.
b. Under Alternate 1: Remove existing traffic coating system from vertical concrete
surfaces. Consult with the materials manufacturers regarding removal or preparation
of the existing coating system on metal and panel substrates.
c. Do not sandblast metal curbs of mechanical equipment. Do not sandblast surfaces
with panel substrates.
d. If media blasting is used, then control the blasting to minimize the dispersion of
blast grit or media. No grit or media will be allowed to enter the building.
e. Protect adjacent surfaces from damage or overspray.
4. Remove remaining loose material and clean surfaces according to ASTM D4258.
C. Primer Installation
1. Before primer is installed, allow pull testing of prepared surface as specified in Article
3.4 of this Section.
2. Install at temperatures between 50 and 90 degrees F.
3. For best results, apply primer when the vapor drive in the slab is toward the interior.
Typically, this occurs in the later afternoon hours. If primer is applied in the morning,
moisture emitting from the slab as the substrate heats up my leave pin - holing in the cured
primer.
4. Clean surfaces to be primed of dust, debris, and other substances that could inhibit the
bonding of the primer to the substrate.
5. Mix components of primer in accordance with the manufacturer's instructions
6. Pour the mixed primer onto the substrate and spread with a squeegee. Follow the
manufacturer's instructions for coverage rates.
7. Back roll the primer at right angles to the squeegee application. Ensure that coverage is
complete and evenly distributed.
8. Allow the primer a minimum 4 hours to cure. Install traffic coating within 48 hours after
primer has cured.
9. Blisters, pin- holes, and other discontinuities in the primer application shall be repaired
before traffic coat installation.
10. Sanded texture: At locations where the leveling material shall be installed over the
primer, provide a sanded finish to the primer to provide better mechanical bond between
the leveling materials and the primer.
WJE No. 2012.1896 07 18 00 - 8
Southcenter Mall, Traffic Coating Repairs
Traffic Coatings
June 29, 2012
Wiss, Janney, Elstner Associates, Inc.
D. Surface Repairs
1. Repair cracks, joints, spalls, and voids on vertical or horizontal surfaces
2. Prepare cracks and control joints for repair
a. Cracks wider than 1/16 inch (1.5 mm) shall be ground open to a width and depth of
3/16 inch.
b. Grind control joints to a width and depth of 3/16 inch.
c. Grind crack smooth and uniform without fins or other protrusions left in the ground
crack.
d. Clean prepared cracks and joints of dust and debris using water and oil -free
compressed air.
3. Prepare spalls and voids for repair
a. Remove loose and unsound concrete from spalls and voids.
b. At spalls, remove additional 2 inches of sound concrete around the perimeter of the
spall. The final shape of the repair area shall generally be rectangular with the edges
slightly undercut.
c. Clean the prepared spalls and voids of dirt, dust, and other material that will inhibit
the bond of the repair paste using water and oil -free compressed air.
4. Install repair paste
a. Fill cracks, joints, voids, and spalls with repair paste. Work the material into the
recesses and tool to ensure that no voids or air pockets are created in the material.
b. Apply in maximum lifts of 3/16 inch, or as specified by the material manufacturer.
c. If there are spalls or voids 1/2 inch or deeper, notify the Architect /Engineer who will
provide a proper repair procedure.
E. Clean and prepare primer /concrete substrate according to traffic- coating manufacturer's
written instructions. Provide clean, dust -free, and dry substrate.
1. Verify that substrate is sound and is visibly dry and free of moisture.
2. Verify that concrete curbs, expansion joints, and transitions from one surface plane to
another (inside and outside corners) are cleanly formed and free of broken edges and
excess concrete.
3. Remove concrete fins and projections, concrete splatter, and other irregularities which
would prevent monolithic, continuous application of traffic coating.
4. Sandblast or otherwise prepare parapet and wall surfaces that will receive traffic coating.
a. Under the Base Bid Work: Lightly sandblast or otherwise prepare surfaces to receive
new top coat.
b. Under Alternate 1: Remove existing traffic coating system from vertical surfaces.
Sandblast or use other means that will not harm the substrate.
c. Do not sandblast metal curbs of mechanical equipment. Do not sandblast surfaces
with panel substrates.
5. Thoroughly sweep substrate and clean with oil -free compressed air.
F. Mask adjoining surfaces not receiving traffic coating to prevent spillage and overspray
affecting other construction.
G. Close off deck drains and other deck penetrations to prevent spillage and migration of traffic -
coating fluids.
H. Applicator and traffic- coating manufacturer's representative shall examine substrate to ensure
that it is properly prepared and ready to receive traffic coating. Traffic- coating manufacturer's
representative shall report in writing to Applicator and Architect /Engineer conditions which
will adversely affect traffic- coating system installation or performance. Do not proceed with
WJENo.2012.1896 071800 -9
Southcenter Mall, Traffic Coating Repairs
Traffic Coatings
June 29, 2012
Wiss, Janney, Elstner Associates, Inc.
traffic- coating installation until these conditions have been corrected and reviewed by
Architect/Engineer.
I. Proceed with installation only after unsatisfactory conditions have been corrected.
Commencing installation constitutes acceptance of work surfaces and conditions.
3.3 APPLICATION
A. Provide and maintain barricades for pedestrian traffic at traffic- coating areas during
application and curing period. Refer to Section 01 50 00 Temporary Facilities and Controls.
B. Allow sealant, patch materials, and skim coats to fully cure prior to installing traffic coating.
C. General Installation
1. Make allowances for saturation of roller covers and application equipment when
calculating resin application rates.
2. Verify that wet film thickness of each component coat complies with requirements every
100 square feet.
3. If work is interrupted for more than 12 hours, or the surface of a catalyzed resin layer
becomes dirty or contaminated from exposure to the elements, thoroughly clean the area
with cleaner /solvent. Allow a minimum of 20 minutes for the solvent to evaporate before
continuing work. Complete the next application procedure within 60 minutes following
the evaporation of the cleaner /solvent.
4. Apply new materials a minimum 4 inches up sides of columns, walls, and other vertical
surfaces. Extend new coat up vertical surfaces to cover existing coating on vertical
surfaces.
5. Omit aggregate on vertical surfaces.
6. If pinholes occur in primer or base coat, apply additional base coat material using flat
squeegee or other tool approved by traffic- coating manufacturer, to fill holes before
proceeding with subsequent coats.
D. Slab Leveling
1. After the primer has been installed and cured, install self - leveling repair material.
2. Areas to be leveled are shown generally on the Drawings
a. Confirm in the field the extent of deck area that is depressed and allows water to
pond.
3. Clean surface of dirt, dust, and other materials that will inhibit bond of leveling material
and primer.
4. Place material on deck and spread over areas of depression.
a. Install material only when surface and ambient temperatures are 50 degrees F and
rising.
b. Material has a limited working life. Place material immediately after mixing.
c. Screed material to match the profile of the deck around the perimeter of the
depressions. Ensure that the material is sloped to the nearest drain.
d. Cure in accordance with the material manufacturer's written instructions. Take
precautions as necessary to avoid material from drying or curing too rapidly.
5. Heed the manufacturer's limitations regarding minimum and maximum thicknesses.
a. Around the perimeters of the depressions, remove concrete as necessary to provide
the proper depth to allow the screeded material to be flush with the existing deck. If
the depression depth exceeds the thickness limitations of the material, then apply the
WJE No. 2012.1896 07 18 00 - 10
Southcenter Mall, Traffic Coating Repairs
Traffic Coatings
June 29, 2012
Wiss, Janney, Elstner Associates, Inc.
material in multiple lifts or extend material with aggregate in accordance with the
manufacturer's written instructions.
E. Flashing Installation
1. Complete flashing application prior to the waterproofing membrane application in the
field of the roof area.
2. Using masking tape, mask the perimeter of the area to receive the flashing system. Pre-
cut fleece to ensure a proper fit at transitions and corners prior to flashing membrane
application.
3. Apply a base coat of catalyzed flashing resin to the substrate with a roller or brush at the
minimum rate specified by the resin manufacturer. Extend the catalyzed flashing resin
1/8 inch beyond where the fleece reinforcement will be placed.
4. Embed the specified fleece reinforcement into the wet, catalyzed flashing resin base coat
using a wet, but not saturated, roller or brush to remove trapped air. Overlap the fleece a
minimum of 2 inches. Apply an additional coat of catalyzed flashing resin between
layers of overlapping fleece.
5. Apply a finish coat of catalyzed flashing resin immediately following the embedment of
the fleece with a roller or brush at the minimum rate specified by the resin manufacturer,
ensuring full saturation of the fleece reinforcement.
6. Remove the tape before the catalyzed resin sets.
7. Allow to cure for a minimum of 45 minutes.
F. Reinforced Traffic Coating Installation
1. Using cleaner /solvent, wipe flashing membrane and primer surfaces to receive the field
membrane. Allow the surface to dry for a minimum 20 minutes before continuing work.
2. Using a roller, apply a layer of catalyzed base resin over the primed substrate at the
minimum rate specified by the resin manufacturer.
a. Embed the fleece reinforcement into the wet, catalyzed base resin waterproofing
layer using a wet, but not saturated, roller to remove trapped air. Overlap side and
end laps of the fleece a minimum of 2 inches.
b. Apply an additional coat of catalyzed base resin between layers of overlapping
fleece. Apply a second coat of catalyzed resin immediately following the
embedment of the fleece with an application roller or brush at the minimum rate
specified by the resin manufacturer, ensuring full saturation of the fleece
reinforcement.
c. Allow to cure for a minimum of 45 minutes before application of the wearing layer
of resin.
3. Apply a layer of catalyzed waterproofing resin /aggregate filler mixture using a trowel at
the minimum rate specified by the waterproofing system manufacturer. Use a spiked
roller to remove trowel marks and to even the application of the waterproofing
resin /aggregate filler mixture.
4. Immediately broadcast quartz into the wet resin/aggregate filler mixture to refusal. Allow
to cure for 2 hours. Sweep excess quartz from the surface.
5. Install color finish using a roller or squeegee at the rate specified by the resin
manufacturer.
3.4 FIELD QUALITY CONTROL
A. Flood Testing: Flood testing shall be performed at each drain.
1. The area of surrounding deck to be included in the flood test shall be 8 feet square.
WJE No. 2012.1896 07 18 00 - 11
Southcenter Mall, Traffic Coating Repairs
Traffic Coatings
June 29, 2012
Wiss, Janney, Elstner Associates, Inc.
2. Build a temporary reservoir and fill with water to a depth of 3 3/4 inches above top lip of
the drain opening.
3. Duration of the flood test shall be 24 hours. Cover the test areas to limit water loss to
evaporation.
4. Repair areas that show a loss of water.
B. Owner's Testing: At Owner's discretion and at Owner's expense, the following testing and
quality assurance procedures may be performed by the Architect/Engineer. Pay for costs to
retest due to failure of the coating system to meet specified performance standards. Perform
remediation at no additional cost to the Owner and to the satisfaction of the Owner and the
Architect/Engineer.
1. Membrane Thickness: Architect/Engineer, at their discretion, may take one 1 inch square
sample minimum of traffic- coating system for area of traffic- coating installed. Dry film
thickness will be measured.
a. Dry film thickness is satisfactory if not less than minimum thickness specified by
traffic- coating manufacturer or this Section, whichever is greater.
b. If dry film thickness too thin, apply additional material, or perform other remedial
action recommended by Architect/Engineer.
c. Patch sample areas with traffic- coating system.
2. Adhesion Testing:. The Architect /Engineer will perform adhesion tests in general
accordance with ASTM D 7234 at different stages of traffic coating system installation.
a. The general testing procedure will include adhering metal disks to the surface being
tested and pulling on the disks with an apparatus. The psi of the load a failure and
the failure plane will be recorded. The following are the criteria for minimal
acceptance of each test.
1) Concrete Surface Preparation - 250 psi.
2) Primer Installation - 250 psi and failure in the concrete.
3) Traffic Coating System - 250 psi and failure in the concrete.
b. Failed tests will require additional testing to confirm if the failure is a localized or
systemic condition.
1) Failure of the concrete surface preparation will require additional preparation
work to remedy the failed conditions.
2) Failure of the primer will require removal and reinstallation of failed areas of
primer.
3) Failure of the traffic coating system will require the removal and reinstallation
of the failed areas of traffic coating.
3. Chain Dragging: Architect /Engineer, at their discretion, may chain drag traffic- coating
areas at conclusion of Work to locate debonded areas. Remove and replace debonded
areas at no cost to Owner.
4. High Voltage Integrity Testing (HVIT): HVIT will be performed after the application of
the primer and the aggregate layer of the traffic coating system. The aggregate layer shall
be tested before the application of the top coat. Testing will be performed in general
accordance with ASTM D 4787.
a. The testing will be performed over a limited area selected at random. If pinholes are
found, additional testing may be required to determine the extent of the condition.
Contractor to Pay for costs of expanded HVIT testing due to the presence of
pinholes in the areas tested
b. If pinholes are detected by the HVIT testing, then install additional product to coat
over and seal the pinholes.
WJE No. 2012.1896 07 18 00 - 12
Southcenter Mall, Traffic Coating Repairs
Traffic Coatings
June 29, 2012
Wiss, Janney, Elstner Associates, Inc.
3.5 CLEANING AND PROTECTION
A. Clean spillage and soiling from adjacent construction using cleaning agents and procedures
recommended by manufacturer of affected construction.
13. Protect traffic- coating from damage and wear during remainder of construction period.
C. Replace Work or materials damaged beyond repair, in opinion of Architect /Engineer, at no
cost to Owner.
END OF SECTION 07 18 00
WJE No. 2012.1896 07 18 00 - 13
Southcenter Mall, Traffic Coating Repairs
Traffic Coatings
June 29, 2012
01 -02 -2013
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
DON AUSTIN
3601 121 ST SW
LYNNWOOD WA 98087
RE: Permit No. D12 -253
WESTFIELD MALL - AMC PARKING WATERPROOFING
2800 SOUTHCENTER MALL TUKW
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National
Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and
become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date
of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has
begun for a period of 180 days. Your permit will expire on 02/16/2013.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
Each inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to
expire. Address your extension request to the Building Official and state your reason(s) for the need to extend
your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 02/16/2013, your permit will become null
and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File: Permit File No. D12 -253
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206 -431 -3665
Itti 1X) COO
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -253 DATE: 07 -30 -12
PROJECT NAME: WESTFIELD MALL - AMC PARKING
SITE ADDRESS: 2800 SOUTHCENTER MALL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPART E S:
B Tding D vision Fire Prev 1tion M
Public Works
Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
n
DUE DATE: 07 -31 -12
Not Applicable
n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route
Structural Review Required
nNo further Review Required
REVIEWER'S INITIALS:
DATE:
n
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 08-28-12
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
Contractors or Tradespeople *ter Friendly Page
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name COMMERCIAL INDSTRL ROOFING INC UBI No. 600346392
Phone 4254230900 Status Active
Address 3601 121St Street Sw License No. COMMEI'205JJ
Suite /Apt. License Type Construction Contractor
City Lynnwood Effective Date 4/11/1980
State WA Expiration Date 5/16/2013
Zip 98087 Suspend Date
County Snohomish Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Business Owner Information
Name
Role
Effective Date
Expiration Date
DUGAN JR, WILLIAM L
Vice President
04 /11/1980
Amount
DUGAN, CHRISTINA
President
04/11/1980
04/28/2011
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
GREAT AMERICAN
0404872
04/11/2002
Until Cancelled
512,000.00
05/02/2002
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
25
Cincinnati Specialty
Underwrit
CS00030715
08/24/2011
08/24/2012
$1,000,000.0008
/23/2011
24
GEMINI INS CO
VCGP018746
09/24/2010
08/24/2012
$1,000,000.0008
/18/2011
23
SCOTTSDALEINSCO
BCS0022006
05/01 /2010
05/01 /2011
$1,000,000.0004
/30/2010
22
co LLEY FORGE INS
107848714
04/01/2007
05/01/2010
$1,000,000.0004
/28/2009
21
TRANSCONTINENTAL
INS CO
1078489714
05/01/2006
05/01 /2007
$1,000,000.00
04 /26/2006
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https: // fortress .wa.gov /lni/bbip/Print.aspx 08/20/2012
F
5
E
V
REVISIONS
No changes shall be am to the scope
of work without prior approval of
Tukwila Build' zja• 'vision.
NOTE: Revisions will requiw new plan submittal
and may inc;ude additi • tan review fees:
SEPARATE PERMIT
REQUIRED FOR:
&Mechanical
i" iectrical
erPlumbing
cas Piping 8
Co
( :ty of Tukwila
b + S NG DIVISIO
FILES WY
Permit No. 1).- ?.34
Pipe review approval is subject to errors and omissions.
'a' of constru • ►,► « meats does not author' =s
'an, • . y adopted .:► or Ordinance. Receipt
Fie � Dppy . . ► , is acknowledged:
/r /YAP®AT� //f �//
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AMC
THEATERS
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OLYMPIC PARKING GARAGE
O3rd Level Plan
Irsr .1
DENOTES AREA OF GE RK AT
3RD LEVEL PARKING DECK
REVIE ED,FOR -.
CODE COMPt rAN
APPROVED
AUG 0 3 2012
City of Tukwila
BUILDING DIVISION
t1? 2s3
RECE
JUL 302012
MAT CEt4TEi
A
WJE
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Wiss, Janney, Elstner Associates, Inc.
960 S. Hamey Street
Seattle, Washington 98108
206.622.1441 tel 1 206.622.0701 fax
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Consultants
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REGISTERED
ARCHITECT
MARK R. MORDEN
STATE OF WASHINGTON
Southcenter Mall Traffic
Coating Repairs
2800 Southcenter Mall
Tukwila, WA 98188
Westfield Construction
1107 Galleria Boulevard
Roseville, CA 95678
Mark
Date Deecriptian
mse�r xorawu sa=
RT Ames
Protect No 2012.1896
Date
6/29/12
Drawn
MEC
Checked. MRM
S
As Noted
Third Level Plan
Sheet Toe.
Sheet No.
A200
5
F
w
3
E
SYMBOL LEGEND
NO PARKING STRIPE
RAISED SIDEWALK
RE-SLOPE DECK - SLOPE TO DRAIN
FENCE ON GROUND
CONCRETE PARAPET/CURB WITH FENCE
METAL SCREEN WALL ON CURB
• DRAIN WITH GRATE- TYPE A
O OPEN DRAIN- TYPE B
• EXPANSION JOINT DRAIN
▪ LIGHT POST
• BOLLARD
MM TRACTION PAD
1- STEP OR CURB
WATER TAP
SCUPPER
'EMERGENCY EXIT' PAINTED SIGNAGE
"AREA FOR ASSISTED RESCUE" PAINTED
SIGNAGE
GENERAL REPAIR NOTE&
1. AREA OF WORK IS THE THIRD LEVEL PARKING DECK AS
DEFINED ON 11-18 OVERALL THIRD LEVEL PLAN, 1/A200.
2. BASE BID: AT THE AREA OF WORK, INSTALL (N) TC SYSTEM
AT PARKING DECK AND (N) TOP COATING AT VERTICAL
SURFACES.
3. ALTERNATE 1 INSTALL (N) TC SYSTEM ON VERTICAL
SURFACES.
4. ALTERNATE 2: WORK INCLUDES RE-STRIPPING OF PARKING
RELATED SIGNAGE AND DESIGNATIONS, INSTALL NEW
WHEEL STOPS AND HANDICAP PARKING STALL SIGNS
5. INFORMATION ON PLANS IS 8A8ED ON A UNITED VISUAL
SURVEY OF THE PARKING DECK AREAS. VERIFY DIMENSIONS
AND CONDITIONS IN THE FIELD.
6. ALL MECHANICAL AREA PENETRATIONS ARE NOT SHOWN.
VERIFY IN FELD. SEE DETAIL 6/8500 FOR TYPICAL ROOF
PENETRATIONS AND DETAILS 4/6501 AND 5/A501 FOR
TYPICAL MECHANICAL CURBS.
7. CRACKS AND CONTROL JOINT LOCATIONS ARE NOT SHOWN
ON PLANS AND SHOULD BE VERIFIED IN FIELD. SEE DETAILS
2/A500 FOR CRACK REPAIRS AND 3/A500 FOR CONTROL JOINT
REPAIR&
8. ALL POSTS OR BOLLARD ARE NOT IDENTIFIED ON DRAWINGS.
SEE DETAIl6 /A501 FOR TYPICAL POST OR BOLLARD
CONDITIONS IN ADDITION TO DETAILS 7/6501 AND 8/A501 FOR
OTHER POST CONDITIONS..
2_53
WJE
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Wiss, Janney, Elstner Associates, Inc.
960 S. Harney Street
Seattle, Washington 98108
206.622.1441 tel I 206.622.0701 fax
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FOOT
EDGE OF
TRAFFIC
COATING
LIGHT. POST BASE TYP."
AMC
THEATER
GH
SCREENWALL
REVIEWED FOR
CODE COMPLIANCe
APPROVED
AUG 032012
3rd Level Parking Deck Plan- West
SCALE me. kd
SCREEN
WALL
CURB
2
Project
Client
Southcenter Mall Traffic
Coating Repairs
2800 Southcenter Mall
Tukwila, WA 98188
Westfield Construction
1107 Galleria Boulevard
Roseville, CA 95678
Descripl
+m
1MS SHEET
442445OTen31.93E
AT 2495 Paul
Project No 2012.1896
Date
6/29/12
Ora
MEC
Checked MRM
As Noted
Enlarged Parking Deck
Plan West
Sheet Title
Sheet No.
A201
Q
5
w
cg
5
2
3
4
SYMBOL LEGEND:
NO PARKING STRIPE
RAISED SIDEWALK
RE-SLOPE DECK- SLOPE TO DRAIN
FENCE ON GROUND
CONCRETE PARAPET/CURB WITH FENCE
METAL SCREEN WALL ON CURB
• DRAIN WITH GRATE -TYPE A
Q OPEN DRAIN -TYPEB
▪ EXPANSION JOINT DRAIN
® LIGHT POST
▪ BOLLARD
® TRACTION PAD
...rr STEP OR CURB
pQ. WATER TAP
II SCUPPER
,14b "EMERGENCY EXIT" PAINTED SIGNAGE
"AREA FOR ASSISTED RESCUE" PAINTED
1119—
SIGNAGE
GENERAL REPAIR NOTES:
1. AREA OF WORK IS THE THIRD LEVEL PARKING DECK AS
DEFINED ON THE OVERALL THIRD LEVEL PLAN, 1/A200.
2 BASE BID: AT THE. AREA OF WORK INSTALL (N) TC SYSTEM
AT PARKING DECK AND (N) TOP COATING AT VERTICAL
SURFACES.
3. ALTERNATE 1: INSTALL (N) TC SYSTEM ON VERTICAL
SURFACES.
4: ALTERNATE 2: WORK INCLUDES RE-STRIPPING OF PARKING
RELATED SIGNAGE AND DESIGNATIONS, INSTALL NEW
WHEEL STOPS AND HANDICAP PARKING STALL SIGNS
5. INFORMATION ON BANS IS BASED ON A UNITED VISUAL
SURVEY OF THE PARKING DECK AREAS, VERIFY DIMENSIONS
AND CONDITIONS IN THE FIELD.
6. ALL MECHANICAL AREA PENETRATIONS ARE NOTSHOWN.
VERIFY IN FIELD. SEE DETAIL 6 /A500 FOR TYPICAL ROOF
PENETRATIONS AND DETAILS 4/A501 AND 5/A501 FOR
TYPICAL MECHANICAL CURBS.
7, CRACKS AND CONTROL JOINT LOCATIONS ARE NOT SHOWN
ON PLANS AND SHOULD BE VERIFIED IN FIELD. SEE DETAILS
2/A500 FOR CRACK. REPAIRS AND 3 /A500 FOR CONTROL JOINT
REPAIRS.
8. ALL POSTS OR BOLLARD ARE NOT IDENTIFIED ON DRAWINGS.
SEE DETAIL 6/A501 FOR TYPICAL POST OR BOLLARD
CONDITIONS IN ADDITION TO DETAILS 7/A501 AND 8/A501 FOR
OTHER POST CONDITIONS...
b1S3
ENCLOSURE
SIDEWALK
£-- NORTH DRIVE
yye DASHED YELLOW STRIPPING
HANDRAIL
AMC
THEATERS
AT
ALL
°RS REVIEWED FOR
CQDE C,DMPLIANQE
APPROVED
AUG 032012
Ii
ECEIVE
JUL 3 0 2012
PERMIT C NTFR
1 3rd Level Parking Deck Plan- North Drive Lane
entr_,we =ru-
RESLOPE TO —
DRAIN }i" PER
FOOT
WJE
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Wise, Janney, Elstner Associates, Inc.
960 S. Harney Street
Seattle. Washington 98108
206.622.1441 tel 1 206.622.0701 fax
www.wla.ean
Hwdg,wtaa SLaba tariw: Naldnek, lends
AtIlita I Arita I Boron I Chicago I Clwelwd I Dad I Dew' DMA
*ad, I Roved, I Log Anew I Minneapolis -'New Rem !New Yak
PdnoNan pan Fralcimo I Seth I Wwhigke, D.C.
REGISTERED
ARCHITECT
Project
Southcenter Mall Traffic
Coating Repairs
2800 Southcenter Mall
Tukwila, WA 98188
Westfield Construction
1107 Galleria Boulevard
Roseville, CA 95678
Prgeot No. 2012.1896
Date 6/29/12
Drawn MEC
Checked
Scale
MRM
As Noted
Enlarged Parking Deck
Plan- North Drive Lane
Sheet Tore
Sheet No.
A202
)\Drawings \ Sheets \A203 Enlarged Parking Deck Plan E
2
4
SYMBOL LEGEND:
NO PARKING STRIPE.
RAISED SIDEWALK
RE-SLOPE DECK- SLOPE TO DRAIN
FENCE ON GROUND
CONCRETE PARAPET/CURB WITH FENCE
METAL SCREEN WALL ON CURB
▪ DRAIN WITH GRATE- TYPE A
Q OPEN DRAIN -.TYPE B
• EXPANSION JOINT DRAIN
• UGHT POST
® BOLLARD
® TRACTION PAD
s STEP OR CURB
WATER TAP
SCUPPER
'EMERGENCY EXIT" PANTED SIGNAGE
"AREA FOR ASSISTED RESCUE" PAINTED
SIGNAGE
WJE
Wlss, Janney, Elstner Associates, Inc.
960 S. Harney Street
Seattle, Washington 98108
206.622.1441 tel 1206.622.0701 fax
womAleAont
Hodgman &Labanaise;Nsftr &as
Abdo I Aeon I Bohm 1 Chicago I Cleveland I Dallas l Dewar I Detroit
Mann 1 Houston 1 Los Angeles 1 Mnneapois plow Haan I New Yak
Plana 1 San Frmdem 1 Soak 1 WashU E D.C.
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Consultants
GENERAL REPAIR NOTES:
1. AREA. OF WORK IS THE THIRD LEVEL PARKING DECK AS
DEFINED ON THE OVERALL THIRD LEVEL PLAN, 1 /A200.
2 BASE BID: AT THE AREA OF WORK INSTALL (N) TC SYSTEM
AT PARKING DECK AND (N) TOP COATING AT VERTICAL
SURFACES.
3. ALTERNATE 1: INSTALL (N) TC SYSTEM ON VERTICAL
SURFACES.
LIGHT POST BABE, TYP.
4. ALTERNATE 2 WORK INCLUDES RE-STRIPPING OF PARKING
RELATED SIGNAGE AND DESIGNATIONS, INSTALL NEW
WHEEL STOPS AND HANDICAP PARKING STALL SIGNS
5. INFORMATION ON PLANS IS BASED ON A LIMBED VISUAL
SURVEY OF THE PARKING DECK AREAS, VERIFY DIMENSIONS
AND CONDITIONS IN THE FIELD.
6. ALL MECHANICAL AREA PENETRATIONS ARE NOT SHOWN,
VERIFY IN FIELD. SEE DETAIL 6/A500 FOR TYPICAL ROOF
PENETRATIONS Ala) DETAILS 41A501 AND 5/A501 FOR
TYPICAL MECHANICAL CURBS.
7. CRACKS AND CONTROL JOINT LOCATIONS ARE NOT SHOWN
ON PLANS AND SHOULD BE VERIFIED IN FIELD. SEE DETAILS
2/A500 FOR CRACK REPAIRS AND 3/A500 FOR CONTROL JOINT
REPAIRS
8. ALL POSTS OR BOLLARD ARE NOT IDENTIFIED ON DRAVNNGS.
SEE DETAIL 6/A501 FOR TYPICAL POST OR BOLLARD.
CONDITIONS IN ADDITION TO DETAILS 7/A501 AND 8/A501 FOR
0111ER POST CONDITIONS..
WATER
TAP
Project
Southcenter Mall Traffic
Coating Repairs
2800 Southcenter Mall
Tukwila, WA 98188
Chart
SCUPPERS
AMC
THEATER
Westfield Construction
1107 Galleria Boulevard
Roseville, CA 95678
SIM
TYP
rb
HANDRAIL
FENCE ON
GROUND
FENCE
OVER
PARAPET
4- RAMP- UP.'' _ ...
Project No.
Date
Drawn
Checked
Scale
Date Desagtan
irbSe£r PLOTS FULL eta:
At *RIM
2012.1896
6/29/12
MEC
MRM
AS Noted
Enlarged Parking Deck
Plan East
v
urle 111
arking Deck Plan- East
Sheet Title
Sheet No.
A203
2
4