HomeMy WebLinkAboutPermit D03-049 - SOUTHCENTER MALL - EXCALIBUR CUTLERY AND GIFTS - STOREFRONT AND SECURITY GATESEXCALIBUR
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City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2623049004 Permit Number: D03 -049
Address: 642 SOUTHCENTER MALL TUKW Issue Date: 03/17/2003
Suite No: Permit Expires On: 09/13/2003
Tenant:
Name: EXCALIBUR CUTLERY AND GIFTS
Address: 642 SOUTHCENTER MALL, TUKWILA, WA
Contact Person:
Name: DANIEL DOWNES
Address: 1488 E 43 AV, EUGENE, OR
Contractor:
Name: CROWNOVER CONSTRUCTION CO INC
Address: P.O. BOX 53526, BELLEVUE, WA
Contractor License No: CROWNCC077KR
DEVELOPMENT PERMIT
Owner:
Name: JG SOUTHCENTER LTD
Address: 25425 CENTER RIDGE RD, CLEVELAND OH
Phone:
Phone: 541 683 -3688
Phone: 425 454 -8978
Expiration Date: 03/15/2004
DESCRIPTION OF WORK:
INSTALL NEW STOREFRONT AND SECURITY GATES INTERIOR PAINT AND NEW CARPET.
Value of Construction: $18,000.00 Fees Collected: $488.36
Type of Fire Protection: SPRINKERS /AFA Uniform Building Code Edition: 1997
Type of Construction: VN Occupancy per UBC: 0023
Curb Cut/Access /Sidewalk /CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
Water Meter:
Channelization / Striping:
** Continued Next Page **
doe: Devperm
Public Works Activities:
D03 -049
Printed: 03 -17 -2003
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature: �<<� i c Date: ...";?"77
I hereby 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 constru ion or t • - or anc of work. I am authorized to sign and obtain this development permit.
Date: 3 (ri °5
Signature:
Print Name:
doc: Devperm
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.
D03 -049
Printed: 03 -17 -2003
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 2623049004 Permit Number: D03 -049
Address: 642 SOUTHCENTER MALL TUKW Status: ISSUED
Suite No: Applied Date: 02/1012003
Tenant: EXCALIBUR CUTLERY AND GIFTS Issue Date: 03/17/2003
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical
work will be inspected by that agency (206- 835 - 1111).
4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
5: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3.
6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
8: ** *FIRE DEPARTMENT CONDITIONS * **
9: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
concerns:
10: Maintain fire extinguisher coverage throughout.
11: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5)
12: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors
shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of
an approved type. (UFC 1207.3)
13: 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. (UFC 1207.3)
14: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212)
15: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible
route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1)
16: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
and /or adding sprinkler heads.
17: 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 the W.S.R.B., Factory Mutual, Industrial Risk
Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
#1901)
18: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance
#1900 and #1901)
19: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70)
20: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to
location on property, fire resistive requirements based on type of construction, draft stop partitions and roof
coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored
or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1)
21: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
23: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
doc: Conditions
D03 -049
Printed: 03 -17 -2003
(206)575 -4407.
I hereby certify that I have read these conditions and will comply with them
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
regulating construction or t performance of work.
Signature.
Print Name:
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
g otgAllisbyi
D03 -049
as outlined. All provisions of law and ordinances
cancel the provision of any other work or local laws
Date:
Printed: 03 -17 -2003
Site Address: (01'2 • ' 1- - i J'fl - Mew
Tenant Name: f-)C L/kLtt'v2 Cut 3 Cat FTS
1 li e(.,9 S i-taP`r I t .I C7'Ro tN a.. -c_v_k !'rgt
Property Owners Name:
Name: ?ANIS I- 'f VOLA..l
Mailing Address: IA' ' 4 tz17 A J .
E -Mail Address:
Company Name: ( te4 Jeg. ci ")c.:i - L6 J Co .
Contact Person: VOOL -7 Kt, 1-1
E -Mail Address: T, -ta k1 -(i oe co UUOJ'" Tto,-1 • (,-ot••`
Company Name:
Mailing Address: - 45 AJ1
Contact Person: V VotAB.lrrf,
E -Mail Address:
Company Name:
Mailing Address: i - ii ' A
Contact Person: ..11 ' - sal -t(i •
E -Mail Address:
\applicationslpennit application (1 -200))
I/2001
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
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 **
,4C,An7 Va 1 -6 t UN
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Page
.4aiAttCad�.' ?�'
King Co Assessor's Tax No.:
02—
Suite Number: Coke
Mailing Address: ill (S' S 1 - S S z i 44 7,47 F��t.t ltiVuF
New Tenant:
State
Day Telephone: 54l • C.,w3 -3Coes
a - -44z
City Slate
Fax Number: 54 t - 44 - (0‘44c1
Day Telephone: 414 4S4
Fax Number: 47..C 4 4 ' l Q,
rte- T1401
a;w
Floor:
❑ ... Yes
4
City Stale
Day Telephone: ' 4 l • I - 133
Fax Number: t - I - IZt�
Mailing Address:
City
Zip
1 agcy"
Zip
City State Zip
Contractor Registration Number: GQOc•)I -kCC,O 11 141 Expiration Date: IS • Zar,en
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
HITECT:OF plans must be wet stamped by Architect ofRecord
City State Zip
Day Telephone: L}ll - (vim?, • '?mss
Fax Number: 1- x,44 - 6549
ENGINEER OF RECORD plans must be wet stamped by Engineerof Record
Zip
Valuation of Project (contractor's bid price): $ 11 ar Existing Building Valuation: $
Scope of Work (please provide detailed information): - 14-t^ erovrCFY.opf 4 SrzGLIZATI
Will there be new rack storage? 0... Yes K.. No If "yes ", see Handout No.
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 for 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 ...Automatic Fire Alarm 0...None
Wi 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 1 I paper indicating quantities and Material Safety Data Sheets.
.re
for requirements.
Provide All Building Areas in Square Footage Below
.. Other (specify)
UTILITY DISTRICTS:
Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit
application.
Water .
0 .. City of Tukwila Water District 0.. Water District 11125 ❑... Highline Water District ❑...City of Renton Water District
Sewer
0 .. City of Tukwila Sewer District [].. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District
0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be
submitted at the time of permit application)
Vpplicalions\pcnnit application (1.2003)
I /2003
'`4± hMh 14 ., SA ar r
Page 2
Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per UBC
Type of
Occupancy per
UBC
t" Floor ,
1 4, I
2nd Floor
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached. Carport
Covered Deck.
Uncovered Deck
Valuation of Project (contractor's bid price): $ 11 ar Existing Building Valuation: $
Scope of Work (please provide detailed information): - 14-t^ erovrCFY.opf 4 SrzGLIZATI
Will there be new rack storage? 0... Yes K.. No If "yes ", see Handout No.
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 for 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 ...Automatic Fire Alarm 0...None
Wi 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 1 I paper indicating quantities and Material Safety Data Sheets.
.re
for requirements.
Provide All Building Areas in Square Footage Below
.. Other (specify)
UTILITY DISTRICTS:
Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit
application.
Water .
0 .. City of Tukwila Water District 0.. Water District 11125 ❑... Highline Water District ❑...City of Renton Water District
Sewer
0 .. City of Tukwila Sewer District [].. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District
0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be
submitted at the time of permit application)
Vpplicalions\pcnnit application (1.2003)
I /2003
'`4± hMh 14 ., SA ar r
Page 2
rPUBL• IC .WORKS.PERMITINFORMATION .
Scope of Work (please provide detailed information):
Street Use:
0.. Street Use
Land Altering and /or Hauling:
❑.. Land Altering: ❑...Cut
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
❑...Channelization /Striping
Storm Drainage:
❑.. Storm Drainage ❑...Flood Control Zone
Sewer Information:
❑ .. City of Tukwila Sewer District
0.. Sanitary Side Sewer
Water Information:
0.. City of Tukwila Water District
❑ .. Water Main Extension
\applications\permit application (1.2003)
Ir00J
Water ... ❑ Sewer ...
Call before you Dig: 1- 800 -424 -5555
cubic yards 0... Fill
0.. Water District # 125
❑.. Private
❑...Public
206- 433 -0179
0... Curb cut/Access /Sidewalk
Page 3
0... Highline Water District
City
Sewage Treatment ❑
cubic yards ❑ .. Hauling
0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑ .. City of Seattle Sewer District
❑ .. Sewer Main Extension ❑ .. Private ❑ .. Public
❑ .. Water Meter /Exempt: Size(s): ❑ .. Deduct 0... Water Only
❑...City of Renton Water District
❑ .. Water Meter Permanent #: Size(s):
❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons
❑.. Fire Loop/Hydrant (main to vault) #: Size(s): ❑.. Landscaping Irrigation
❑ .. Miscellaneous:
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
State
Fire Line ....
Zip
Water Meter Refund /Billing:
Name:
Mailing Address:
Day Telephone:
City
State
Zip
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler /Compressor:
Qty
Furnace <100K BTU
Air Handling Unit
>= 10,000 CFM
Other Mechanical
Equipment
0 -3 HP /100,000 BTU
Fumace>100K BTU
Evaporator Cooler
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan
15 -30 HP /1,000,000 BTU
Suspended/Wall /Floor
Mounted Heater
Ventilation System
.
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood
50+ HP /1,750,000 BTU
Heat/Refrig/Cooling
System
Incinerator - Domestic
Air Handling Unit
<= 10,000 CFM
Incinerator — Comm /Ind
MECHANICAL PERMIT - INFORMATION
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential: New .... Replacement .... 0
Commercial: New .... Replacement .... ❑
Fuel Type: Electric 0 Gas ....E Other:
Indicate type of mechanical work being installed and the quantity below:
PERMIT APPLICATION NOTES. - Applicable to all permits in this application.
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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
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 OWNE_O U1HORIZED AGENT:
Sighature:
-
Print Name:
Mailing Address: 111 l5 • '9 — 5 4 tt ?-a t P Et,c,g-JuG W'Q`' ° ►$'�`'S
City State Zip
Date Application Accepted:
o?
Vpplicationslpennit application (1.2003)
troll3
206- 431 -3670
I Date Application Expires:
8 —/o o
Page 4
Date: Z • I D- 03
Day Telephone: 474- -4`'4 S°t1
Staff Initials:
� i;diw.4.a.A'; '4 `1zt&li..4
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Parcel No.: 2623049004 Permit Number: D03 -049
Address: 642 SOUTHCENTER MALL TUKW Status: APPROVED w 0
Suite No: Applied Date: 02/10/2003 w W
Applicant: EXCALIBUR CUTLERY AND GIFTS Issue Date: _1 LL
w
2
Receipt No.: R03 -00327 Payment Amount: 297.75
Initials: SKS Payment Date: 03/17/2003 11:07 AM = W
User ID: 1165 Balance: $0.00 =
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Payee: SCOTT J. RICHARDSON
ACCOUNT ITEM LIST:
Description
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
BUILDING - NONRES 000/322.100
STATE BUILDING SURCHARGE 000/386.904
RECEIPT
TRANSACTION LIST:
Type Method Description Amount
Payment Check 1174 297.75
Account Code Current Pmts
293.25
4.50
Total: 297.75
Printed: 03 -17 -2003
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RECEIPT W
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Parcel No.: 2623049004 Permit Number: D03-049 U o
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Address: 642 SOUTHCENTER MALL TUKW Status: PENDING (0 Lt1
Suite No: Applied Date: 02/10/2003 -' (--
Applicant: EXCALIBUR Issue Date: co IL.
iii 0
Receipt No.: R03 -00146 Payment Amount: 190.61 u.
0 a .
Initials: SKS Payment Date: 02/10/2003 12:27 PM H W
User ID: 1165 Balance: $297.75 Z H
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Type Method Description Amount I 0
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Payment Check 34664 190.61 Z
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Payee:
TRANSACTION LIST:
ACCOUNT ITEM LIST:
Description
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
CROWNOVER
PLAN CHECK - NONRES
Account Code Current Pmts
000/345.830 190.61
Total: 190.61
; • .1,6 TOTAL i?O .:�.
Printed: 02 -10 -2003
Z
PERMIT NO.:Z
BUILDING PERMITS
INSPECTIONS
O 1 Progress Inspection Status
O 2 Pre - construction
❑ 3 Investigation
❑ 4 OK to Occupy
❑ 5 Remove Stop Work Order
❑ 6 Follow -up
❑ 7 Pre-Move Inspection
❑ 50 WSEC Residential
❑ 60 WA Ventilation /Indoor AQC
❑ 70 NLEA Inspection/Modular Struct
❑ 71 Mobile Home Tic Down Insp
❑ 72 Marriage Lines
❑ 90 Resteel
❑ 95 Footing Drains
❑ 100 Foundation Footings
❑ 200 Foundation Walls
❑ 250 Foundation Insulation
❑ 300 Concrete Slab /Slab Insulation
❑ 350 Crawl Space
❑ 400 Shear Wall Nailing
❑ 450 Plywood Wall Sheathing
❑ 500 Roof Sheathing Nailing
❑ 525 Plywood Deck Nailing
❑ 550 Exterior Wall Sheathing
❑ 600 Masonry Chimney
610 Chimney Installation /All Types
700 Framing
750 Roof /Ceiling Insulation
❑ 800 Floor Insulation
❑ 801 Wall Insulation
❑ 802 Exterior Roof Insulation
❑ 803 Glazing Inspection
❑ 815 Lighting and Controls
900 Suspended Ceiling
1000 Interior Wallboard Fastening
1001 Exterior Wallboard Fastening
❑ 1 110 Pre -Move Inspection
❑ 1115 Motor Inspection
❑ 1120 Pre -Demo
❑ 1140 Pre - reroof
1400 Final -Fire
1700 Final- Building
1900 Final - Reroof
❑ 3100 Site Visit
❑ 4000 Special- Concrete
❑ 4001 Special -Bolts in Concrete
❑ 4001 Special - Mom/Resist Conc Frame
❑ 4003 Special -Reinf Steel Prestress
0 4004 Special - Welding
❑ 4005 Special -High- Strength Bolting
❑ 4006 Special - Structural Masonry
❑ 4007 Special -Reinf Gypsum Concrete
❑ 4008 Special - Insulating Conc Fill
❑ 4009 Special -Spray Fireproofing
❑ 4010 Special - Piling, Piers, Caissons
❑ 4011 Special - Shotcrete
• 4012 Special - Grading, Excav/Fill
❑ 4013 Special- Retaining Wall
❑ 4014 Special- Panels
O 4015 Special -Smoke Control System
TENANT NAME: 6X( ,P 6 b {t?. C(A - LQ{2c./
CONDITIONS
• 10001 No changes will be made to the plans unless approved
by the Engineer and the Tukwila Building Division
❑ 10002 Plumbing permits shall be obtained through King Co
10003 Electrical permits obtained through L & I
❑ 10004 All mechanical work shall be under separate permit
10005 All permits, insp records & approved plans available
10006 All structural concrete shall be special inspected
❑ 10007 All structural welding shall be done by WABO certified
inspector
❑ 10008 All high- strength bolting shall be special inspected
❑ 10009 Bolts installed in concrete shall be special inspected
❑ 10010 When special inspection is required...notify Tukwila
Building Division
10011 The special inspector shall submit a final signed report
10012 Any new ceiling grid and light fixture installation
❑ 10013 Partition walls attached to ceiling grid
❑ 10014 Readily accessible access to roof mounted equipment
❑ 10015 Engineered truss drawings & calcs shall be on site
❑ 10016 Any exposed insulation backing material shall have
❑ 10017 Subgrade preparation including drainage, excavation
❑ 1 0018 A statement from the roofing contractor verifying fire
retardant class of roof
10019 All construction to be done in conformance w /approved
plans
❑ 10020 Structural observation shall be provided for this project
❑ 10021 All food preparation establishments must have King Co
❑ 10022 Fire retardant treated wood shall have flame spread of
❑ 10023 Notify Building Division prior to placing any concrete
❑ 10024 All spray applied fireproofing shall be special inspected
❑ 10025 All wood to remain in placed concrete shall be treated
10026 All structural masonry shall be special inspected
10027 Validity of Permit
❑ 10028 Rack storage requires separate permit
❑ 10030 No occupancy of building until final insp by Bldg Div
❑ 10031 Comply with requirements of TMC 16.04
❑ 10032 Remove all weeds, concrete, stone foundations, flat
concrete
0 10034 Removal of septic tanks require approval and
compliance with King Co Health Dept.
❑ 10035 Contact PW Div to obtain insp for water /sewer connect
❑ 10036 Manufacturers installation instructions required on site
❑ 10038 A C of O will be required for this permit
❑ 10039 Final approval for all TI w /in the limits of the SC Mall
❑ 10040 All construction noise to be in compliance with 8.2 TMC
❑ 10041 Ventilation is required for all new rooms & spaces
❑ 10042 .Fuel burning appliances
❑ 10043 Appliances, which generate
❑ 10044 . Water heater shall be anchored
0 10045.........Reroof
❑ "Anchoring — AU new construct and substantial
improvement shall be anchored to prevent flotation"
Plan Reviewer:
Permit Tech:
Date:
Date:
3-10-05
�1thY.tne�r., ,
P jec : 12/4/1 Cut/
Type of Inspects
'
Address UDate
c.p Ia s - IL . MAI
Called: vice/ 3
Special I
Date Wanted: 1 / /� n�
,,m,
Requester:�� reg
Phone No:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERM!
(206)431 -3670
i
pproved per applicable codes. Ei Corrections required prior to. approval.
COMMENTS:
Y►'�� Cam` (+
Ins . tor:
$
p
7.00 REINSPECTIO \FEE REQUIRED Prior to inspection, fee must be
Id at 6300 Southcent r Blvd., Suite 1 O. Call to schedule reinspection.
e • Ipt No.:
Date:
yl / �
Date:
Pro ect:
�C j i b()r' Cukr
Type of I .spection:
I r )
Ad re s.
fir, c� a 1
Date Cal
k /03
Special Instructions:
Date Wante : 1 /4„
51 03
Requeste
Phone No
p - 71:3 — -x
INSPECTION RECORD
Retain a copy with permit
INSPECT! • NO PERMIT N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670
El Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Date:
1 7`-c-7-03
El $47.00 REINSPE' •N FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Sou center Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
f
City of Tukwila
Fire Department Thomas P Keefe, Fire Chief
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name 6cci/;/ur
et-r 'kie
.Address. 6 Y:2. / 7'' ? r.t 1
- Retain • current . : schedule
Needs shift inspection
Authorized Signature
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
FINALAPP.FRM Rev. 2/19/98
Steven M. Mullet, Mayor
Permit No. IlL.�
Suite #
9/2/
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439
Pro ect:
Project:,
-r..1 hlt,, C7 i 4'Y''/
Type of Inspection:
(...31
A dress:
� � S C' rY1 i i
Date Called:
3 /z s /°
Special Instructions:
Date Wanted )._ / b T
a.m.
p.m.
Requester: rr
Phone No:
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
J o3
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Corrections required prior to approval.
COMMENTS:
)
Et
a
7.00 REINSPECTION FE REQUIRED. Pri
id t 6300 Southcenter Blvd., Suite 100i
R
i l l
No.:
Date: )
f to inspection, fee must be
all to schedule reinspection.
Date:
COMMENTS: •
Cu / irT
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Date Called:
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Pro ect:
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Type of Inspion:
/77 /4 /r?
Addr ss:
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Date Called:
Special' nstructions:
Date Wanted: /
/o� to /03
a.
Requester:
( ire? Phone
No:
aAraV� �ar.rrrw��us^w....
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INSPECTION RECORD
Retain a copy with permit
INS CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670
pproved per applicable codes. Corrections required prior to approval.
e
or:
Date:
7.00 REINSPECTION EE REQUIRED. Pr' br to inspection, fee must be
aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
r
Project:
C_ tIb rI
C(4 la/
Ty of Inspection:
Type _ D Con:
Address:
'S
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1
t'-- i (
Date Calle :
a) v
Special Instructions:
/
Date an d:
3c9 5
am
Requester•
Phone No: `
,2n lr - 71.3
���
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
INSPE ON N0. PERM 0.
tir
Alk
(206)431 -3670
(' Corrections required prior to approval.
COMMENTS:. -.
Date:
$47.00 REINSPECTION FLE'REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
DESIGN CRITERIA and
s'7C IXT URA L CALCULATIONS
S dorc )Front Remodel
)B calla.r Fine Cutler and Gifts
Soudicender Mall, Shop #636
Client #E1051
Date: 12/30/02
Scope: AE Group, Inc. was retained to provide structural design for the support of the
proposed store front. No other areas of the building have been investigated.
Proposed store front is braced back to existing soffit framing at +1- 3' -4" o.c. and
at store side perpendicular walls. Vertical loads carried to the existing slab on
grade. No site inspections have been or will be conducted by AE Group. Design
based on drawings by Acadia Design as to existing conditions, member sizes and
material. Contractor to verify existing conditions. See drawings by Acadia
Design for construction.
Code: Uniform Building Code, 1998 Edition
for
Acadia Design
1488 E. 43 Ave.
Eugene, OR
LOADING:
Soffit Live 20 psf (horiz. Soffit)
Store Front Dead 18 psf (vertical face)
RECEIVED
C17Y OF TI JKW
FEB 1 0 2003
PERMIT CEI4rp
S ioNAL. . Y ,
u
.,
CITY OF TUKWILA
APPROVED
MAR 10 2003
s t (iIi:.l,)
rl
GROUP.
A E GROUP
CIVIL &
STRUCTURAL
ENGINEERING
phone 541 34
fax 541 3411219
1342 High Street
Suite A
Eugene, OR 97901
angengineering.coi
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CIVIL & STRUCTURAL
ENGINEERING
phone 54134 1 33 2
fax 54 341 1219
1342 High Street, Suite A
Eugene, OR 97401
GRO UP angcnginccring.com
- S4-ort F v
f1 8e6rv1
J2 /2 (6
4o ��=
lf
- _ eekv1
Sin = I,75
E0 "AN) -I- (14 (2o,a 3 5 2
a
k)-= . ((j.7.s� 2 4 f,6 /ft 29
For 500 XC /(o
= 3 3Ks;
project; Q c_ a qz ►' 2 d► 6 S6 page no.: I
location: So c{-c c e 4-er M. I 1 4 'f 3 6 T-' k w 11 I a, WA.
calculated by: 6.F date / project no.: /CSI
567
)( Bff - 5,5c 5,5c7L
1 H.,, = 22't
S(g2,itc) (q, 75J �j72 ° &)
1 11
0.
D.L, Fr°n-&
SfLJ 1s, Ll, -C. /,•s
.Sib Tile. = tccos`F
W o h d t►' 13 0 'dr c _ 2
l d os -�
ah orrz,
•Socc-;k
2 Op s Cons{ru
> 1212 �f I�= /1
/4N0 35o IC 25 sroa s
A-T 4'1 N
Co hn. - :0 S.€u v1 s 94 ae.arf•1 J Pds':
� (o�l _ ` .5 Sc, s (10)--'7;z.10 r / Sy /1 S c( JS
s crew
ANG ENGINEERING GROUP, INC. Project : Acadia, Store
1342 HIGH St., SUITE A Job No.: E1026
EUGENE,OR 97401 By : G.F.
(541)341 -1332 Date : 8/20/02
Pagc:
Oak Columns
WOOD BEAM - COLUMN ANALYSIS (BENDING 4- COMPRESSION)
-for axial and /or uni/hiaxial bending by working stresses, NDS 91
wet service factor, C 1 (G)lu/(S)awn : S
temperature factor Ct: I grade: • )'I Ix e c1 ' k N °. (
form factor. Cf: 1 load duration factor, CD: 1
built -up column (Y/N): N buckling cocff., Ke: l
lateral support by 4.4.I (YIN): N repetitive member, Cr. 1
Length of column between supports, L
Strong axis laterally unsupported length, lu
Weak ays laterally unsupported length, luy
Axial compressive force due to dead loads, P
.Axial compressive force due to live loads, P
Strong axis eccentricity for axial force, ex
Weak axis eccentricity for axial force, cy
Strong axis applied bending moment, Mux
Weak axis applied bending moment, Muy
Allowable compression 11 to grain, Fc
Allowable bending stress, Fb
Strong axis modulus of elasticity, E
Weak axis modulus of elasticity, Ey
fc = actual compressive stress (psi)
Fe = allowable compressive stress (psi)
fb = actual bending stress (psi)
Fb = allowable bending stress (psi)
interaction equation check:
interaction conditionals:
fe < Felix: Y
fc <IeIiy: Y
(by < I lxl:y: Y
maximum allowable axial compressive force, P = Ai kips
SIZE (b x d)i 2.75 X 2.75
b <d
fc
118
fbx
0
299
ib < = >fc
0.79 < _
Fc
271
Fbx
825
F by
<= 825
k
in.
k -in.
k -in.
1.0 JOK
(r (? Ll-7 ` ." 5,ep 2 co
:,I l'; 41\'
250XC20
250XC1✓
250XC16
250XC14
350XC20
350XC18
350XC16
350XC14
'fir f Y� 4•n O 'Y+rt ��^�,^, `► a ! �'C►'.'.a'�' ='G1 �:: � ..�'L • l: L� ��,'t':.
fr 'T ���J, i �' 1 i7�r•'r5e 1:.•:.`',� r" Y, k�
.``,I -ri • .+�. �' ,IT1'��`tR�w =i�1 � . • �'`. .�..:':._ff t„»,�'�';.tty"'i'••. + ;,a:..�'-
See Note 1. Below For Yield Strengths
356XC20 1 0.254
358XC18 l 0.327
358XC i 6 0.407
356XC 14 0.507
400XC20 0.267
400XC18 0.344
400XC16 0.428
400XC14 , 0.534
600XC20 0.336
500XC18 0.434
600XC 16 0.541
600XC14 0.677
4
A Wrigld
(n, • (Ib /11)
0 185 0.63
0.237 0.80
0. ;'94 1.00
(1. 365 1.24
0.215 0.73
0.276 0.94
0.343 1.17
0.427 1.45
0.250 0.85
0.321 1.09
0.400 1.36
0.499 1.70
GROSS I'R0I'I I 111 S
I,.
(in 4 )
0.088
0.110
0.135
0.164
0.231
0.292
0.359
0.441
0.87 0.538
1.11 0.683
1.38 0.843
1.73 1.040
0.91 0.674
1.17 0.857
1.46 1.060
1.82 1.309
1.14 1.744
1.48 2.226
1.84 2.760
2.30 3.422
R, t YY
(in) ( 4 )
0.689 0.067
0.682 ; 0.084
0.677 0.107
0.124
0.671 ,
1.035
1.028
1.023
1.016,
J
0.079
0.099
0.120
0.146
2.276 0.104
2.265, 0.131
2.258 0.159
2.249 0.194
(In)
(, 3)
0.603 (1094
0.596 0 130
0.590 0 153
0.583 0.194
0.605 0.162
0.598 0.223
0.592 0.264
0.585 0.337
0.496 1.409 0.089 0.596 0.250
0.630 1.400 0.111 0.588 0.344
0.777 1.394 0.135 0.582 0.410
0.959 1.387 0.165 0.575 0.523
1.454 0.090 0.594 0.262
1.445 0.112 0.586 0.360
1.439 0.137 0.580 0.429
1.432 0.167 0.573 0.548
1.588 0.093 0.589 0.299
1.579 0.116 0.561 ' 0.410
1.573 0.141 0.575 0.490
1.555 0.172 0.557 0.625
0.557 0.512
0.546 0.712
0.543 0.659
0.535 1.094
NOTES: 1. Effective properties bosed on F =50ksi for 14 and
16 gouge sections, Fy =33ksi for 18 and 20 gouge
sections. 14 and 16 gouge sections moy be produced
with Fy = 33ksi. For 33ksi 14 and 16 gouge sections,
multiply ollowoble moment by 0.66.
(Concoct monufocturer for availability)
2. Effective properties and ollowoble Moment incorporate
the strength increose from cold -work of forming
where applicable. (AISI A5.2.2)
3 For deflection colculotions, use t:'e effective moment
of inerlio.
• Web height to thickness exceecs 200. Wel) slitfener
recuired of support points. (AISI 3
5. fobuloled areas ore based on the full un- :educed
cross section of the stud;- owcy Irom v•eb punchouts.
6. For weak -axis orientations, technical ossistonce is req'd
Contact the monufocturer for this assist once
11111111 0It00!1'1115
(_
:1058 0 863 ' 155 0.074
0 1 1 0 0.830 1 214 0.160
0 13!.. 0.84 1 381 0.314
;!1.1 0.530 547 0.618
0.231 1.321 � 266 0.086
29; 1 277 367 0. 187
0.359 1.296: 659 0.397
0 441 1.277 ; 949 0.724
0.496 1.838 412 0.100
0.630 1.785 566 0.218
0.777 1.808 1023 0.427
0.959 1.785 1474 0.845
0.538
0.653
0.843
1.040
MO
,
On (II• Ih)
1.903
1.848
1.572
1.848
432 0.101
592 0.222
1071 0.435
1544 0.860
.1 C.
(ta' )in4 )
4
IORSIONA( PROPFRII[S
0.050
0.053
0.075
0.089
0.112
0.140
0.169
0.202
0.223
0.281
0.340
0.410
0.241
0.303
0.367
0.442
1.625"
X R0 f
(in) (in)
- 1.560 1.809 0 256
- 1.562. 1.605 0.252
- 1.550 1 792 02.51
- 1.536 1.774 0.251
- 1.400 1.643 0.423
- 1.398 1.835 0.420
- 1.386 1.821 0.421
- 1.371 1.803 0 422
- 1.257
-1.253
- 1.241
- 1.226
-1.242
-1.238
-1.226
-1.211
1.980
1.969
1.955
1.938
2.002
1.991
1.978
1.961
0.674 2.095 493 0.107 0.298 -1.198 2.075 0.667
0.557 2.036 675 0.233 0.375 -1.193 2.063 0.665
1.066 2.053 1223 0.457 , 0.455 -1.182 2.050 0.558
1.309 2.035 1752 0.905' 0.549 -1.167 2.033 0.671
3.149 542 0.134 0.733 -1.012 2.553 0.543
2.226 3.047 1173 0.294 0.926 -1.006 2.538 0.843
2.750 3.077 2143 0.578 1.129 -0.995 2.526 0.845
3.422 3.048 3085 1.147 1.369 -0.981 2.511 • 0.847
.375" Min.
0.597
0.595
0.597
0.600
0.615
0.614
0.616
0.619
800XC20'
800XC18
800XC16
800XC14
0.406 1.38
0.524 1.78
0.655 2.23
0.819 2.79
3.486 2.931 0.112 0.525
4.462 2.918 0.140 0.517
5.542 2.910 0.171 0.511
6.889 2.900 0.208 0.504
0.664 3.486 4.469
1:Q68 4.462 4.065
1.300 5.542 4.092
1.659 6.889 4.054
1094
1759
3243
.4678
0.162 1.409 -0.880 3.105 0.920
0.355 1.785 . -0.874 3.090 0.920
0.699 2.180 -0.864 3.078 0.921
1.389 2.649 -0.851 3.063 0.923
s
4
Screw
Size
Section
Gouge
No. 12
(d= 0.209 ")
No. 10
(J= 0.183 ")
No. 8
(d= 0.161 ")
No. 6
(d= 0.135")
Shear
Pullout
Shear
Pullout
Shear
Pullout
Shear
Pullout
25
74
50
69
44
65
39
60
32
20
185
92
173
81
163
71
149
60
18
276
120
258
105
242
93
222
78
16
387
151
363
132
341
116
N/A
N/A
14
548
190
513
166
N/A
N/A
N/A
N/A
Min. Edge
Dist. And
11/16"
9/16"
1/2"
1/2„
O.C. Spacing
tio4
gplm34
BUGLE HEAD - SELF DRILLING
f drywall ollochmenl In metal studs and joists. Also used for
attaching cabinets through gypsum hoard and insulation board.
Metal thickness - 20. 18 ICI and 14 gouge
BUGLE HEAD
for drywall attachment to metol studs and joists. Also used for
attaching cobinets through gypsum board and insulation board.
Metal thickness - 25 and 70 gouge.
WAFER HEAD - SELF DRILUNG
For metal to metal framing connections when drywall, plywood and
other similar wall materials ore used on metal studs and joists.
Metal thickness - 20, 18. 16 and 14 gouge.
WAFER HEAD
For metol to metal framing connections when drywall, plywood and
other similar wall materials ore used on metal studs and joists.
Metal thickness - 25 and 20 gouge.
HEX HEAD - SELF DRILLING
For attaching steel deck, backup plates, door frames, lathers channel
to metal framing and structural connections.
Metal thickness - 20, 18, 16 and 14 gauge..
. PAN HEAD - SELF DRILLING
For attaching steel deck, bcckup plates, door frames, lathers channel
to metal framing and structural connections.
Metal thickness - 18, 16 and 14 gouge.
Notes: 1. All values based on connected ports having o minimum yield stress. ry=33 ksi and
o minimum ultimate stress, Fu =45 ksi.
2. When connecting moteriols of different gouge thickness, use loads shown for the
lighter gouge.
3. Applied shear loods may be multiplied by 0.75 for wind or earthquake loads per
AISI A4.4.
4. for screws in tension, the head of the screw, or washer if provided, shall hove o
minimum diameter of 5/16 inch.
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ACTIVITY NUMBER: D03 -049
PROJECT NAME: EXCALIBUR CUTLERY & GIFTS
SITE ADDRESS: 642 SOUTHCENTER MALL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DATE: 02 -10 -03
DEPARTMENTS:
1,7 L� - 0 - o3
Building'[5ivision
Pu lic Works
PLiA
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
REVIEWER'S INITIALS:
Incomplete
APPROVALS OR CORRECTIONS:
Approved (] Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Documenlshouling slip.doc
2-28-02
ERMIT COORD CO 1
PLAN REVIEW /ROUTING SLIP
5f 2 AWc 1 ' 3.O
Fire Prevention
Structural 0
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ P.W❑ Staff Initials:
TUES/THURS RO ING:
Please Route Structural Review Required 0 No further Review Required
PERMIT COORD Copy
DUE DATE: 02-11 -03
DATE:
DUE DATE: 03-11-03
Not Approved (attach comments) ❑
DATE:
OR 114 2_11-0
Planning Division gl
ir Permit Coordinator
Not Applicable ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials:
(2)
REMOVE SIDE EDGES FIRST.
r THEN, CREASE AND TEAR THIS STUB ALONG PERFORATION
I DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT G
"REGIS EXP .:.DATE.
J .rr j >
:; r 4 �
CC6�.°�` }`'C1 OWNCCa )
EFFECTIVE DATE 05/19/1992
.
CROWNOVER:CONSTRUCTION COINC
PO BOX 53526
BELLEVUE WA 98015 -3526
Ft:2 - 20)0 (8197)
l'625- U52 -000 tJ isJ7,
Detach And Display Certificate
•
( REGISTERED AS PROVIDED BY LAW AS
CONST.CONT GENERAL
REGIST. # EXP. DATE
CC01' CROWNCC077KR 03/15/2004
EFFECTIVE DATE 05/19/1992
CROWNOVER CONSTRUCTION CO INC
PO BOX 53526
BELLEVUE WA 98015 -3526
Signature
Issued by DEPARTMENT OF LABOR AND INDUSTRIES
Please Remove
And Sign
[dentification
Card Before
Placing in
Billfold
'�.:�(:{ �.: t�. 44: 1:.. Jfri :ti:(i�:.s.1w:i*�i4.J�L.ti' "i•
File: D03 -0049
35mm Drawing
#1 -3
Vl
a .
V 1�
3 d
EXISTAA:( PVD.
N
EXIST, MALL SOFFIT
EXISTING STOREFRONT ELEVATION
SCALE : 1/4" = 1' -0"
EXIST. MALL SOFFIT
EXISTING NEUTRA. STRIP
(MIRROR)
SIGN
LOC aTION
SEE SIGN iUBMITTAL
� - = - E XIST. OAK TRIM
I (5
z
I `
�¢N
PROPOSED STOREFRONT ELEVATION
SCALE : 1/4" = 1' -0"
EXIST.ENT
CEILING HRY T.
EXISTING SI VEpp A FFU
EXISTING STOREFRONT CEILIN LS IN H�NGED OAK FRAME
5
SCALE : 1/4" = 1' -0"
N
D .iRA KITY
PROJECT SCOPE'
INTERIOR OF STORE IS NOT BEING STRUCTURALLY
MODIFIED ,
-CLEAN AND TOUCH UP ALL FINISH SURFACES ON STOREFRONT
-CLEAN AND TOUCH UP ALL FINISH SURFACES IN SALES AREA
- RELAMP ALL FIXTURES IN SALES AND STOREFRONT AREA- by Owner
- REPLACE EXISTING CARPET -SEE COLOR BOARD - by Owner
- STOREFRONT SIGNAGE IS TO BE REPLACED- SEE COLOR RENDERING - Sign by Owner
- EXISTING HVAC SYSTEM IS TO BE INSPECTED AND SERVICED
PRIOR TO REOPENING
- PROVIDE AND INSTALL PLASTIC LAMINATE ON CASH REGISTER CABINET AND
PASS-THROUGH GATE.
- EXISTING 2x4 T -BAR CEILING TO BE CLEANED AND PAINT TOUCHED UP
- EXISTING SECURITY GATE TO BE REPAIRED
- EXISTING FIRE SPRINKLER SYSTEM IS NOT BEING MODIFIED.
HATT BLA
OF
- LANDLORD TO PROVIDE, INSTALL, REMOVE TEMPORARY CONSTRUCTION BARRICADE,
- TENANTS CONTRACTOR TO REPAIR ANY DAMAGE LEFT BY THE CONSTRUCTION BARRICADE,
11111 gftifigt
if STCRIP E
,r6 SECTION OF TILE
i DIRECTLY BEHIND SIGN
TO PROTRUDE OUT 3/8"
BEYOND THE FACE OF THE
REST OF THE TILE. EDGE
TO BE PROTECTED BY A
BLACK METAL TRIM- SEE SIGN
SUBMITTAL.
XIS1.. 3/4x3/4"
BLACK CHANNEL AT
TOP & SIDES OF
TENANT IMPROVEMENT
PERIMETER
I:
+-- EXISTING OAK TRIM
REPAIR AND /OR
REFINISH WHERE NEEDED
EXIST.: 1" CHROME
LAMINATE STRIP
ADD: SLATE TILE
6x6" TILE
SEE COLOR BOARD
EXIST,OAK eve.
No CHANGES SHALL SE MADE TO
SCOPE OF .'ORS V( ITHHOUT PRIOR
r'° sAL OF TUKWILA BUILDING DIVISION.
:OT : IREVt ONS WILL REQUIRE A NEW PIM SUBMITTAL
J I\\; b 1N UDE ADDMONAL PAN REVIEW FEES,
OAK TRIM
I
LAHINUATEE S NIPI
6x6' QUARRY TILE RASE
EXISTING STOREFRONT ELEVATION
SCALE : 1/4"
--ADD: HISTORIC
REPLICA BACK -LIT
METAL SHIELD
2 PLACES
SEE SIGN DRAWINGS
, T EXISTING OAK TRIM
REPAIR AND /OR
REFINISH WHERE NEEDED
/ LAMINATE " STRSTRIP
D: SLATE TILE
6x6" TILE
SEE COLOR BOARD
PROPOSED STOREFRONT ELEVATION
Cr
SCALE : 1/4" = 1' -0"
By
Date
Permit No.
SEPARATE PERMIT
REQUIRED FOR:
OjIIECHANICAL
tir ELECTRICAL
0 PLUMBING
❑ GAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
FILE COPY
z
x
w
'n
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
Inch . I I 1/1e
91. b6 E6 Zl 14 06 6 8 L 9 9 C Z L wm II IIIIlIIIIIIIII( IIIIIIIIIlIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIII !IIIIIIIIIIIIIIIIIIIIIIIII 1IIIIIIIII1IIIIIIIII1IIII117
IIII
ESURFACE CASH REGISTER
COUNTER AND SECURITY DOOR TOP
N/ EVAMAR PLASTIC LAMINATE
COL R: BARREL OAK TEXTURED
WM- 8 -73T--
2' -3
3/4"
EXISTING
OFFICE /STORAGE
N
CD
z
EXISTING FLOOR PLAN
O' 5 7/8'
15'
ti
2'
EXISTING
SHARPENING
ROOM
SCALE : 1/4" =
SOUTHCENTER MALL
1 SOUTHCENTER MAIL — KEY PLAN
EXISTING
a
CTAPLE OR GLUE DOWN _ ,.�
CARPET DI DISPLAY . —�
WINDO'.'S.
0
CONTINUE FLOOR CARPET C
UP WALL TO 9' HEIGHT
PROVIDE TRIM AT EDGES.
COLOR ; MATCH CARPET OR BLACK
THESE THREE WALLS ONLY.
REPLACE EXISTING CARPET
BASE V1TH NEW CARPET C.
ARPET A
MANF. ATLAS
OUAIJTY : LONDON CLASSIC
COLOR : CUSTOM STKTW- 192783A
- CARPET B • 2" WIDE STRIP
MANF. : BLUERIDGE
QUALITY : BELEVEDERE
COLOR : WILLOW LEAF
CARPET C • INCL. 12" WIDE BORDER
MANF. . BLUERIDGE
QUALITY : BELEVEDERE
COLOR CHATEAU RED
-icy
NC
2' .3 3/4" 4 .L , �V
cF �rF�
9
Cki
D
}
1
STOREFRONT UPDATE PLAN
EXISTING NEUTRAL STRIP
'
tANR
N, dI2L'$ 1V2f11134 9NIISIx3 I
.2 -,2 .9 -4 Al -,S
_
SIGN LOCATION
I ,
YJN 1l3N S111S
OAK TRIM
I
O
►
J
r '
f �
�
r
t
Ill ►,
Vl
a .
V 1�
3 d
EXISTAA:( PVD.
N
EXIST, MALL SOFFIT
EXISTING STOREFRONT ELEVATION
SCALE : 1/4" = 1' -0"
EXIST. MALL SOFFIT
EXISTING NEUTRA. STRIP
(MIRROR)
SIGN
LOC aTION
SEE SIGN iUBMITTAL
� - = - E XIST. OAK TRIM
I (5
z
I `
�¢N
PROPOSED STOREFRONT ELEVATION
SCALE : 1/4" = 1' -0"
EXIST.ENT
CEILING HRY T.
EXISTING SI VEpp A FFU
EXISTING STOREFRONT CEILIN LS IN H�NGED OAK FRAME
5
SCALE : 1/4" = 1' -0"
N
D .iRA KITY
PROJECT SCOPE'
INTERIOR OF STORE IS NOT BEING STRUCTURALLY
MODIFIED ,
-CLEAN AND TOUCH UP ALL FINISH SURFACES ON STOREFRONT
-CLEAN AND TOUCH UP ALL FINISH SURFACES IN SALES AREA
- RELAMP ALL FIXTURES IN SALES AND STOREFRONT AREA- by Owner
- REPLACE EXISTING CARPET -SEE COLOR BOARD - by Owner
- STOREFRONT SIGNAGE IS TO BE REPLACED- SEE COLOR RENDERING - Sign by Owner
- EXISTING HVAC SYSTEM IS TO BE INSPECTED AND SERVICED
PRIOR TO REOPENING
- PROVIDE AND INSTALL PLASTIC LAMINATE ON CASH REGISTER CABINET AND
PASS-THROUGH GATE.
- EXISTING 2x4 T -BAR CEILING TO BE CLEANED AND PAINT TOUCHED UP
- EXISTING SECURITY GATE TO BE REPAIRED
- EXISTING FIRE SPRINKLER SYSTEM IS NOT BEING MODIFIED.
HATT BLA
OF
- LANDLORD TO PROVIDE, INSTALL, REMOVE TEMPORARY CONSTRUCTION BARRICADE,
- TENANTS CONTRACTOR TO REPAIR ANY DAMAGE LEFT BY THE CONSTRUCTION BARRICADE,
11111 gftifigt
if STCRIP E
,r6 SECTION OF TILE
i DIRECTLY BEHIND SIGN
TO PROTRUDE OUT 3/8"
BEYOND THE FACE OF THE
REST OF THE TILE. EDGE
TO BE PROTECTED BY A
BLACK METAL TRIM- SEE SIGN
SUBMITTAL.
XIS1.. 3/4x3/4"
BLACK CHANNEL AT
TOP & SIDES OF
TENANT IMPROVEMENT
PERIMETER
I:
+-- EXISTING OAK TRIM
REPAIR AND /OR
REFINISH WHERE NEEDED
EXIST.: 1" CHROME
LAMINATE STRIP
ADD: SLATE TILE
6x6" TILE
SEE COLOR BOARD
EXIST,OAK eve.
No CHANGES SHALL SE MADE TO
SCOPE OF .'ORS V( ITHHOUT PRIOR
r'° sAL OF TUKWILA BUILDING DIVISION.
:OT : IREVt ONS WILL REQUIRE A NEW PIM SUBMITTAL
J I\\; b 1N UDE ADDMONAL PAN REVIEW FEES,
OAK TRIM
I
LAHINUATEE S NIPI
6x6' QUARRY TILE RASE
EXISTING STOREFRONT ELEVATION
SCALE : 1/4"
--ADD: HISTORIC
REPLICA BACK -LIT
METAL SHIELD
2 PLACES
SEE SIGN DRAWINGS
, T EXISTING OAK TRIM
REPAIR AND /OR
REFINISH WHERE NEEDED
/ LAMINATE " STRSTRIP
D: SLATE TILE
6x6" TILE
SEE COLOR BOARD
PROPOSED STOREFRONT ELEVATION
Cr
SCALE : 1/4" = 1' -0"
By
Date
Permit No.
SEPARATE PERMIT
REQUIRED FOR:
OjIIECHANICAL
tir ELECTRICAL
0 PLUMBING
❑ GAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
FILE COPY
z
x
w
'n
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
Inch . I I 1/1e
91. b6 E6 Zl 14 06 6 8 L 9 9 C Z L wm II IIIIlIIIIIIIII( IIIIIIIIIlIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIII !IIIIIIIIIIIIIIIIIIIIIIIII 1IIIIIIIII1IIIIIIIII1IIII117
IIII
ESURFACE CASH REGISTER
COUNTER AND SECURITY DOOR TOP
N/ EVAMAR PLASTIC LAMINATE
COL R: BARREL OAK TEXTURED
WM- 8 -73T--
2' -3
3/4"
EXISTING
OFFICE /STORAGE
N
CD
z
EXISTING FLOOR PLAN
O' 5 7/8'
15'
ti
2'
EXISTING
SHARPENING
ROOM
SCALE : 1/4" =
SOUTHCENTER MALL
1 SOUTHCENTER MAIL — KEY PLAN
EXISTING
a
CTAPLE OR GLUE DOWN _ ,.�
CARPET DI DISPLAY . —�
WINDO'.'S.
0
CONTINUE FLOOR CARPET C
UP WALL TO 9' HEIGHT
PROVIDE TRIM AT EDGES.
COLOR ; MATCH CARPET OR BLACK
THESE THREE WALLS ONLY.
REPLACE EXISTING CARPET
BASE V1TH NEW CARPET C.
ARPET A
MANF. ATLAS
OUAIJTY : LONDON CLASSIC
COLOR : CUSTOM STKTW- 192783A
- CARPET B • 2" WIDE STRIP
MANF. : BLUERIDGE
QUALITY : BELEVEDERE
COLOR : WILLOW LEAF
CARPET C • INCL. 12" WIDE BORDER
MANF. . BLUERIDGE
QUALITY : BELEVEDERE
COLOR CHATEAU RED
-icy
NC
2' .3 3/4" 4 .L , �V
cF �rF�
9
Cki
D
}
1
STOREFRONT UPDATE PLAN
Li/ Me
ADD: 1/2" PWD
PANEL TO CAP
v , G ga re d o , STOREFRONT
TOP OF
T -BAR
CEIUNG
PAINT COLOR
OF FINISH H
O TRIM
EXISTING:
SECURITY
DOOR
STORAGE
POCKET
• "l
EXISTING.
NEUTRAL
PIER
#8 SCREWS
0 16 -24" O.C.
EXIST.
FRAAMING
—EXISTING: NEUTRAL
PIER- MIRROR
EXISTING
—24142/4' J /4' BLACK
fXI5T1NG:
5/8" sLATWALL
FINISH I
EXISTING
2x4 PT PL
DUSTING
2x4 2 16' O.C.
EXISTING
CONC. SLAB
MIN.(2) #8 SCREWS
PER STUD- —
NB SCREWS
0 6" O.C.
\
REMOVE:
BACK -UT VINYL
CANOPY
ADD: 3501C16 \
STUDS 0 16" O.C.
MIN.(2) #8 SCREWS
PER STUD
1' -11 1/4'
EXIST. 1/2" OAK PWD-/
EXIST., 1/2' OAK TRIM
EXISTING
2x8 8 16' O.C.
EXISTING: DISPLAY
WINDOW GLASS
' � STOREFRONT SECTION AT DISPLAY WINDOW
SCALE : 1 1/2" = 1 -0"
Y
ZS
\
\
.— EXIST,.3 /4' OAK
ADD:3 /4 x 3/4" MATT BLACK
METAL "L" AT STOREFRONT
TOP
EXIST.G /4. OAK
1ST.: 1/2" PWD.
ADD. 2x- INFILL
0 18" O.C.
AOD.8" 16 GAUGE 800XC
TOP & BOTTOM OF
INFILL WAL. JVER
ENTRY
ADD. 1/2" WONDER
BOARD
AD0.6x6" SLATE TILE
FINISH D2
ADD.METAL SUPPORT
STRUCTURE ACROSS
STOREFRONT
XIST: 3/4' OAK TRIM
ADD. 1/2" WONDER BOARD
ADD:6x6" SLATE TILE
FINISH D2
HECESSED 7/8" FROM
FACE OF OAK TRIM
N
N
N
N
Vi
CELL
PAINT COLOR OF
FINISH H
RA T H ,. GYP,BD.
OAK TRI
EXIST. AK /TRI
EXISTING.
NEUTRAL
PIER
ft% ciro ifeated
ADD: 1/2" PWD
PANEL TO CAP
TOP OF
STOREFRONT
(PO4;'
SCREWS
24 o.c.
REMOVE: EXISTING
BACK -UT VINYL
CANOPY
ADD: (4)3501025 METAL
STUDS TO SUPPORT THE
TWO FLOURESCEt
FIXTURE
(248 SCREWS
0 16 -24" O.C,
EXIST, 1/2' OAK TRIM
EXIST,: SILVER PARABOLIC
LENSE FOR DOWNLIGHT AT ENTRY•
- REPLACE IF FINISH
HAS DULLED.
STOREFRONT ENTRY SECTION
SCALE : 1 1/2" = 1' -0"
Inch • 1 /16 �
1 � s
:l.WESTCO'IT®
Since 1872 T"
EXIST,
FRAAMING
\__E iiy MALL
- - EXISTING: NEUTRAL
PIER - MIRROR
EXISTING.
2HNREL /4' BLACK
MIN.(2) #8 SCREWS
PER STUD--
8 SCREWS -�
6" 0.G.
N s
ADD: METALS ORT
STRUCTURE AC SS
STOREFR T
ADD: 35010 6\
STUDS 0 16" O.C.
00
MIN.(2) #8 SCREWS
PROVIDE:
(2) 2 TUBE 48"
- FLOURESCENT
FIXTURES
PER STU
1' - II 1/4'
EXIST. HINGED
ACCESS PANEL
FOR UGHTIN
6
9. t I E6 H 06 6 9 L 9 9 >b E Z b WO
II IIII Z IIII�IIII I IIII�IIII I IIII�IIII I IIII�IIII I IIII�IIII I IIII�IIII I II
�IIII 'IIII�IIII
ADD: 8" 16 GAUGE 800XC
TOP & BOTTOM OF
INFILL WALL OVER ENTRY
ADD:3 /4 x 3/4" MATT BLACK
METAL "L" AT STOREFRONT
TOP
(2)N8 SCREWS
0 16 -24" O.C.
ADD. 1/2" WONDER
BOARD 'N /SCREWS 0
6" 0.C. PANEL EDGES
12" O.C. PANEL FIELD
ADD.6x6" SLATE TILE
FINISH 02
(17 �� I � ° e clial 0f Tf
pIROrLICA N OUT 'AO
ADD. ALL WELDED ALUM.
REVERSE PAN CHANNEL
LETTER- BACKUT WITH
12 MM NEON
( EXCAUBUR )
ADD. ALL WELDED ALUM.
REVERSE PAN CHANNEL
LETTER- NOT ILLUMINATED
( CUTLERY & GIFTS )
ATTACH CHANNEL
TO STUDS
W / #8 SCREWS
STING 1/2" OAK PWD.
EXIST: 3/4" OAK TRIM
FXISTI 2x2 DF
EXIST I/2' OAK TRIM
GENERAL FRAMING NOTES:
LIGHT GAGE METAL FRAMING
- STUDS, RUNNERS, JOISTS
- Fy = 33 KSI, 16 GAUGE
- STUDS, JOISTS SHALL BE
FORMED IN A "C" SHAPE
- CHANNELS, RUNNERS SHALL BE
FORMED IN A "U" SHAPE
__RECEIVED O WILA
F EB 1 0 2003
PERMIT CENTER
I
GIB:
> I
r IEE
cC J,
CO
N)
c 1 STRUCTURAL SECTION ABOVE DISPLAY WINDOWS
SCALE : 1 1/2" = 1' -0"
EXISTNEUTRAL PIER
,EXISTING
WALL
EXISTING /'
NEUTRAL
PIER
3501C 16
0 16" O.C.
1/2" WONDER BOARD W/ j
SCREWS ® 6" O.C. PANEL EDGES
12' O.C. PANEL FIELD-'
241 BLACK
8x6" SLATE
TILE FINISH D
3/4'
GATE STORA
POCKET
— 1/2' OAK
1 EXISTING STOREFRONT SECTION AT DISPLAY WINDOWS
• SCALE : 1 1/2" = 1' -0"
/ #8 SCREWS
j 0 EA. STUD
(2) 350IC16 / XISTING
STUDS 0 POST XISTING LOCATIONS - ' OAK POST OAK POST
BELOW BELOW
] \i, 3/4' OAK
'''',: .
U4' PLATE GLASS
2'-0'
EXISTING
5/11, ISH, ITVALL
1/4' PLATE GLLAASS
1/2' OAK - .Z..
OAK POST
3/4' OAK—"
,
/' WALL
6OOXC "BEAM"
i /
L \_._.1/2' OAK
y.1
5 `I
16 - 0'
10) #10 SCREWS
THROUGH B00XC TOO
STUDS O POST
c.,
9' - I /2'
REM UR TY
O A A IK E P e SEC R E AC L K 1
z
3/4' OAK
2x4
HIN ATE GLASS
3'
1/2' OAK
- -OAK POST
' ' , ---3/4' OAK
- EXISTING
/ WALL
1/8' ISH ITVALL
EXISTING
FINISIHLAT V ALL
- 0.
1/4' PLATE GLASS
,J
3/4'
'-EXISTING
WALL
EX STNEUTFA1. PIER
CHANNEL 4' BLACK
B'
Iw
z
7
XISTING
NEUTRAL
PIER
1111111111111 I III ill I i 111 111 Ili I 1 I I I 111 111 1.11 1I I 11111 I 111 I1•i I 1 111 111 111 I I ICI I1I
Inch 1/16 1I I I 1 �) I I 3I
4I 5I 6
A
NVESTCOTT
T tiL E6 Z6 6L O1. 6 8 L 9 g O IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
f IIIIIIIIIIIIIIIIIII ►IIIIIIIII►I
GENERAL FRAMING NOTES:
LIGHT GAGE METAL FRAMING
— STUDS, RUNNERS, JOISTS
— Fy = 33 KSI, 16 GAUGE
— STUDS, JOISTS SHALL BE
FORMED IN A "C" SHAPE
— CHANNELS, RUNNERS SHALL BE
FORMED IN A "U" SHAPE
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