HomeMy WebLinkAboutPermit D18-0132 - BOULEVARD AT SOUTH STATION APARTMENT - BUILDING E SIDING AND WINDOW FRAMINGBOULEVARD AT SOUTH
STATION APTS -BLDG E
4714 SOUTHCENTER BLVD
BLDG E
D18-0132
Parcel No:
Address:
Project Name:
1
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
2223049003 Permit Number:
4714 SOUTHCENTER BLVD BLDG E Issue Date:
Permit Expires On:
BOULEVARD AT SOUTH STATION APTS - BLDG E
D18-0132
5/29/2018
11/25/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
MG ACRES APARTMENTS LP
10505 SORRENTO VALLEY RD , SAN
DIEGO, WA, 92121
ISAIAH PARK
4913 70 AVE W , UNIVERSITY PLACE,
WA, 98467
STEADFAST CONSTRUCTION INC.
1057 ANDOVER PK E , TUKWILA, WA,
98188
STEADCI984J7 Expiration Date: 4/30/2019
Phone: (253) 579-5505
Phone: (253) 805-7725
MG PROPERTIES GROUP
10505 SORRENTO VALLEY RD - SUITE
300 , SAN DIEGO, CA, 92121
DESCRIPTION OF WORK:
REMOVE & HAUL AWAY SELECTED AREAS OF EXISTING SIDING. INSTALL (1) LAYER OF FORTIFIED SUPER JUMBO
TEX 60 MINUTE WRB & FLASH AROUND WINDOWS AND OTHER OPENINGS WITH SELF ADHERED MEMBRANE AND
METAL HEAD FLASHING. INSTALL PRE -PRIMED CEDAR CHANNEL SIDING, LIKE FOR LIKE, WHERE REMOVED.
APPROXIMATELY 2940 SQ FT.
Project Valuation: $30,193.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $1,218.59
Occupancy per IBC: R-2
Water District: 125
Sewer District: VALLEY VIEW,TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
Permit Center Authorized Signature:
Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws re • ulating const ctio• o the erformance of work. I am authorized to sign and obtain this
development p�j nd agree t f he on. tio attached to this permit.
Signature: > ' /
Print Name: � IGL
Date:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: All wood to remain in placed concrete shall be treated wood.
6: 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.
7: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy
can be obtained at City Hall in the office of the City Clerk.
8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
10: 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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0409 FRAMING
0601 WALL INSULATION
0413 WALL SHEATHING/SHEAR
- �.....
\_J
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
l�
Building Permit No.
Project No.
Date Application Accepted: 6
Date Application Expires: t
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
^� �.���/y ,,"� King Co Assessor's Tax No.: 2 27-3 0 9 df OC 3
Site Address:'ONN Sovt%
-7
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 30 /''3 ' Existing Building Valuation: $ i%A
Describe the scope of work (please provide detailed information): /eaft41i /rekci a/eptS
Orif/Lr -41;j, /nsfall (1) l erg' 1 Stec' Jumbo 7era77ni/nde 1NRS f Ftus� Gtvvv�o�
cu'ilutows and .ir ii -'4 fe, udl.wed mem,/ , /as4/no.
C�da,e- dian n.e/ .f?I[4j / >/! k'e —1 / e� /Uwe (ecce. evx. 2, q4' 7 %vet` feePA
Will there be new rack storage? ❑ ....Yes
%..No if yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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 „krNo If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2"x II" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
1BC
1't Floor
rd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
OLI
Attached GarageA.
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 „krNo If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2"x II" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 2 of 4
t1
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila 0 ...Water District #125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
0...Highline
0 ...Valley View 0...Renton
❑ ...Sewer Availability Provided
❑... Renton
0... Seattle
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.
Submitted with Application (mark boxes which apply):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report
❑ .. Bond 0...Insurance 0...Easement(s) 0...Maintenance Agreement(s)
Proposed Activities (mark boxes that apply):
❑ .. Right-of-way Use - Nonprofit for less than 72 hours
0 .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
0 .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
0 .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
0 .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
0.
0.
❑.
0 .. Traffic Impact Analysis
0 .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
0...Right-of-way Use - Profit for less than 72 hours
❑...Right-of-way Use —Potential Disturbance
0... Work in Flood Zone
0... Storm Drainage
.. Abandon Septic Tank
.. Curb Cut
.. Pavement Cut
. Looped Fire Line
❑..
❑ .. Permanent Water Meter Size (1) "
❑ .. Temporary Water Meter Size (1) "
0 .. Water Only Meter Size "
0 .. Sewer Main Extension Public 0
0 .. Water Main Extension Public 0
0...Grease Interceptor
0... Channelization
❑...Trench Excavation
0...Utility Undergrounding
WO # (2) " WO # (3) " WO #
WO # (2) " WO # (3) " WO #
WO # ❑ .. Deduct Water Meter Size "
Private 0
Private 0
FINANCE INFORMATION
Fire Line Size at Property Line
Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer 0 .. Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State
Zip
Day Telephone:
City
State
Zip
H: Applications Forms -Applications On Line12012 ApplicationsU'eimit Application Revised - 2-7-12.ducx
Revised: February 2012
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Page 3 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 OW
Signature:
O • AUTHOR ED
Print Name: /64iah Day Telephone:
Mailing Address: g'(73 A ' V iliveis/* Aze_
ft AppliwtionslForms-Applications On Line120t2 Applications \Permit Application Revised - 2-7-12.docx
Revised: Febnia-y 2012
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Date:
9/W1(sss
z-.5-ssas
w� 9g�
ity State Zip
Page 4 of 4
eceipt Number
114600
DESCRIPTIONS ACCOUNT QUANTITYI
PAID
PermitTRAK
$7,498.85
D18-0128 Address: 4732 SOUTHCENTER BLVD BLDG A Apn: 2223049003
$500.02
DEVELOPMENT
$476.42
PERMIT FEE
R000.322.100.00.00
0.00
$471.92
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$23.60
TECHNOLOGY FEE 1
R000.322.900.04.00 I
0.00 I
$23.60
D18-0129 Address: 4726 SOUTHCENTER BLVD BLDG B Apn: 2223049003
$991.73
DEVELOPMENT
$944.72
PERMIT FEE
R000.322.100.00.00
0.00
$940.22
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$47.01
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$47.01
D18-0130 Address: 4722 SOUTHCENTER BLVD BLDG C Apn: 2223049003
$745.87
DEVELOPMENT
$710.57
PERMIT FEE
R000.322.100.00.00
0.00
$706.07
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$35.30
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$35.30
D18-0131 Address: 4718 SOUTHCENTER BLVD BLDG D Apn: 2223049003
$500.02
DEVELOPMENT
$476.42
PERMIT FEE
R000.322.100.00.00
0.00
$471.92
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$23.60
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$23.60
D18-0132 Address: 4714 SOUTHCENTER BLVD BLDG E Apn: 2223049003
$745.87
DEVELOPMENT
$710.57
PERMIT FEE
8000.322.100.00.00
0.00
$706.07
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$35.30
TECHNOLOGY FEE
1 R000.322.900.04.00
I
0.00
I
$35.30
Date Paid: Tuesday, May 29, 2018
Paid By: STEADFAST CONSTRUCTION INC.
Pay Method: CHECK 25422
Printed: Tuesday, May 29, 2018 1:23 PM
1 of 2
,.4 .. ! l_SYSTEMS
sh Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY PAID
$7,498.85
D18-0133 Address: 4710 SOUTHCENTER BLVD BLDG F Apn: 2223049003 $374.08
DEVELOPMENT $356.48
PERMIT FEE
R000.322.100.00.00
0.00
$351.98
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE $17.60
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$17.60
D18-0134 Address: 4706 SOUTHCENTER BLVD BLDG G Apn: 2223049003 $311.11
DEVELOPMENT $296.51
PERMIT FEE
R000.322.100.00.00
0.00
$292.01
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE $14.60
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$14.60
D18-0135 Address: 4530 SOUTHCENTER BLVD BLDG H Apn: 2223049003 $1,318.63
DEVELOPMENT $1,256.05
PERMIT FEE
R000.322.100.00.00
0.00
$1,251.55
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE $62.58
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$62.58
D18-0136 Address: 4520 SOUTHCENTER BLVD BLDG 1 Apn: 2223049003 $1,216.47
DEVELOPMENT $1,158.76
PERMIT FEE
R000.322.100.00.00
0.00
$1,154.26
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE $57.71
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$57.71
D18-0137 Address: 4510 SOUTHCENTER BLVD BLDG J Apn: 2223049003 $795.05
DEVELOPMENT $757.40
PERMIT FEE
R000.322.100.00.00
0.00
$752.90
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE $37.65
TECHNOLOGY FEE R000.322.900.04.00 0.00 $37.65
TOTAL FEES PAID BY RECEIPT: R14600 $7,498.85
Date Paid: Tuesday, May 29, 2018
Paid By: STEADFAST CONSTRUCTION INC.
Pay Method: CHECK 25422
Printed: Tuesday, May 29, 2018 1:23 PM 2 of 2
A , SYSTEMS
rp,..-
0
J
as Register Register •Recei
City of Tukwila
ceipt Number
R14405
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$4,752.73
D18-0128 Address: 4732 SOUTHCENTER BLVD BLDG A Apn: 2223049003
$315.95
Credit Card Fee
$9.20
Credit Card Fee R000.369.908.00.00
0.00
$9.20
DEVELOPMENT
$306.75
PLAN CHECK FEE R000.345.830.00.00
0.00
$306.75
D18-0129 Address: 4726 SOUTHCENTER BLVD BLDG B Apn: 2223049003
$629.47
Credit Card Fee
$18.33
Credit Card Fee R000.369.908.00.00
0.00
$18.33
DEVELOPMENT
$611.14
PLAN CHECK FEE R000.345.830.00.00
0.00
$611.14
D18-0130 Address: 4722 SOUTHCENTER BLVD BLDG C Apn: 2223049003
$472.72
Credit Card Fee
$13.77
Credit Card Fee R000.369.908.00.00
0.00
$13.77
DEVELOPMENT
$458.95
PLAN CHECK FEE R000.345.830.00.00
0.00
$458.95
D18-0131 Address: 4718 SOUTHCENTER BLVD BLDG D Apn: 2223049003
$315.95
Credit Card Fee
$9.20
Credit Card Fee R000.369.908.00.00
0.00
$9.20
DEVELOPMENT
$306.75
PLAN CHECK FEE R000.345.830.00.00
0.00
$306.75
D18-0132 Address: 4714 SOUTHCENTER BLVD BLDG E Apn: 2223049003
$472.72
Credit Card Fee
$13.77
Credit Card Fee R000.369.908.00.00
0.00
$13.77
DEVELOPMENT
$458.95
PLAN CHECK FEE R000.345.830.00.00
0.00
$458.95
D18-0133 Address: 4710 SOUTHCENTER BLVD BLDG F Apn: 2223049003
$235.65
Credit Card Fee
$6.86
Credit Card Fee R000.369.908.00.00
0.00
$6.86
DEVELOPMENT
$228.79
PLAN CHECK FEE 1 R000.345.830.00.00 I
0.00
$228.79
Date Paid: Wednesday, May 02, 2018
Paid By: ISAIAH PARK
Pay Method: CREDIT CARD 02284G
Printed: Wednesday, May 02, 2018 2:17 PM 1 of 2
I ! SYSTEMS
DESCRIPTIONS =
PermitTRAK
ACCOUNT
QUANTITY
PAID
$4,752.73
D18-0134 Address: 4706 SOUTHCENTER BLVD BLDG G Apn: 2223049003
$195.50
Credit Card Fee
$5.69
Credit Card Fee
R000.369.908.00.00
0.00
$5.69
DEVELOPMENT
$189.81
PLAN CHECK FEE
R000.345.830.00.00
0.00
$189.81
D18-0135 Address: 4530 SOUTHCENTER BLVD BLDG H Apn: 2223049003
$837.92
Credit Card Fee
$24.41
Credit Card Fee
R000.369.908.00.00
0.00
$24.41
DEVELOPMENT
$813.51
PLAN CHECK FEE
R000.345.830.00.00
0.00
$813.51
D18-0136 Address: 4520 SOUTHCENTER BLVD BLDG 1 Apn: 2223049003
$772.78
Credit Card Fee
$22.51
Credit Card Fee
R000.369.908.00.00
0.00
$22.51
DEVELOPMENT
$750.27
PLAN CHECK FEE
R000.345.830.00.00
0.00
$750.27
D18-0137 Address: 4510 SOUTHCENTER BLVD BLDG J Apn: 2223049003
$504.07
Credit Card Fee
$14.68
Credit Card Fee
R000.369.908.00.00
0.00
$14.68
DEVELOPMENT
$489.39
PLAN CHECK FEE R000.345.830.00.00
TOTAL FEES=PAJID BY RECEIPT: R14405
0.00
$489.39
$4,752.73
Date Paid: Wednesday, May 02, 2018
Paid By: ISAIAH PARK
Pay Method: CREDIT CARD 02284G
Printed: Wednesday, May 02, 2018 2:17 PM 2 of 2
l SYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
w2
Project:
Rot/WORD
Type of Inspection:
Bu/ 1 -49/N6 -
Address:
t7/9 �ovr{/cdVRRSO
Date Called:
Special( Instructions: p
L�T ¢
Date Wanted:
6-157z9
a.m.
p.m.
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
1501DAN'- 0/4/11—
Inspector:
Date: 8,.../67/6
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
DW -0132
Project:
is S 5th
Type of Inspection:
'k[.c.,�
\ Au .
Address
S
Date Called:
Spec
/IIIInstructions: n
i_/ eL'Ic .
3 LA l''' E_
Date Wanted:
7-�3 - c
a.m ;
p.m.
Requester:
Phone No:
1
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
(A/ALL TA7S 4.1.4r,10%t-v
h
Date'
7-2?-ze,e
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
D13 -0132_.
1t3-le-CIct:
cit 41/1
`
T, yptt of_In cti
Addrreess :Date
isR
Called:
pe al Instructions:
Date Wanted: �,f
7--17-2oLif
a.m.
p.m.
!-9_
�1
Requester:
Viwnle
Phone No:
0453--823-
75,4
des.
Corrections required prior to approval.
thl
6111,
Inspector:
Date:
71 Z
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
ESTEAD FAST
CONSTRUCTION INC
IP5343
22 Mar 2018
MAILING:
JOBSITE:
ATTN: Rich Sorensen
10811 Southeast 239th Place
Kent,Washington 98031
Phone: work:619-372-8214
E-mail: work:rsorensen@mgproperties.com
Boulevard at South Station Apartments
4708 Southcenter Boulevard
Tukwila,Washington 98188
We have inspected the property and hereby submit a bid provided all labor, materials, equipment,
and supervision to perform the work within the description of this document:
A. Scope: Selected Siding Repairs and Replacement
1. Remove & haul away existing cedar channel siding at selected locations.
2. Install (1) layer of Fortifiber Super Jumbo -Tex 60 -minute weather resistive barrier.
3. Windows and other openings at the selected walls shall be flashed with self -adhered
membrane on all four sides and metal head flashing.
4. Install new pre -primed cedar channel siding and exterior trim where removed from the
selected walls.
5. All wood shall be pre -primed prior to install.
6. Caulk and seal all nail holes and seams/joints.
7. Remove & replace 28' linear feet of fascia at Locations #7 (building H) and #29 (Cabana).
8. Remove & replace damaged soffits at Locations #16 (building I), and #23, 25, 27 (building J).
• Take all necessary precautions but not limited to safety devices to prevent any accidents.
• Jobsite will be cleaned of all trash, debris, and excess material, etc. daily to the satisfaction of the Property
Manager.
•
REVI ! -.) FOR
CODE CO;. i,=LANCE
APt-RCVLD
MAY182018
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF T i KW LA
MAY 02 2018
PERMIT CENTER
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_CENTER' CENTER
WINDOW FLASHING
A GUIDE TO NSTALLATION
METHOD "A"
SELF ADHE IVE FLASHING
The "Method A" installation guide
is designed for integral flanged win-
dow applications, where the window
is installed before the weather resis-
tive barrier is applied. Compliance
with the building code and proper
installation are critical in reducing
potential water leakage points.
Under adverse weather conditions,
the installer may consider using
"Method B" with mechanically
attached flashing. Consideration
should be given to preparing the substrate
for best adhesion. For some substrates, a
primer may be required.
The following Fortifiber Building Systems
Group® flexible window flashing products are
acceptable for this method:
• Moistop E -Z Seal® Self Adhesive Flashing
6, 9 and 12 inch x 75' rolls
• FortiFlash® Waterproof Flashing
4, 6, 9, 12, 18 and 36 inch x 75' rolls
• FortiFlash® Commercial Waterproof Flashing
6, 9, 12 and 18 inch x 75' rolls
• FortiFlash® Butyl Waterproof Flashing
4, 6, 9 and 12 inch x 75' rolls
• Moistop® Sealant (Exceeds AAMA Standards)
THIS INSTALLATION GUIDE REFERENCES THE AMERICAN
ARCHITECTURAL MANUFACTURERS ASSOCIATION PUBLICATION 2400-02.
O
Head
flashing
RE ...NEC
Carr ( T ''BILA
MAY 02 2019
We suggest you review Forti-Facts Technical sheet available at www.fortifiber.ca. ann CENTER
Or for further assistance, please call our technical hotline at (800) 773-4777.
1
SILL FLASHING
After cleaning surface press
firmly into place with
adhesive edge flush with
top of rough opening.
CA.)
Sill flashing
•
Sill flashing length is RO
width + (2x flashing width).
Staple...
When
flashing sill with
FortiFlash or
FortiFlash
Butyl ... Or partially
pull release paper
Cut the sill flashing the width of the rough opening + 2x the width
of the flashing. Wipe the exterior sheathing or wall with a clean
rag to ensure proper adhesion. Remove the release paper and
press the sill flashing in place so that the top edge of the flash-
ing's adhesive is level with the top edge of the rough opening.
Once pressed in place, use a J" roller (or wallpaper seaming tool)
to seal the flashing to the sheathing. Note: when using Forti-
Flash or FortiFlash Butyl, partially remove the release paper or
staple to allow for integration with weather -resistive barrier (la).
Once the weather barrier has been tucked under the sill flashing,
remove the remaining release paper and press firmly in place.
2 INSTALL WINDOW
_ Window
_—_, Apply continuous 3/s" inch -
bead of sealant on
window flange
c
Window flange
Before installing the window, apply a continu-
ous 3/8" bead of Moistop Sealant to the back-
side (interior) of the mounting flange. Install the
window according to the window manufactur-
er's instructions.
CONTINUED...
CONTINUED FROM FRONT ...
3
JAMB FLASHING
lamb flashing
length is RO
height +
(2x flashing
width, minus 1').
Align the flashing
flush against the
window frame with1
the adhesive strip
covering the entire
window flange.
SILL
JUNCTION
0
Place adhesive
edge of flashing
against window
and fully cover
window flange.
/
/
/
/0
/
///
—
O
Startjamb flashing
even with bottom of
sill flashing.
i
HEAD
JUNCTION
0
Using the jamb flashing formula
RO height + (2x flashing width, minus 1")
will bring the jamb flashing within 1"
of the top of the head flashing.
See Step 4
for details on
installing the
head flashing.
Prior to installing the jamb flashing, wipe the window jamb
flange and exterior walls with a clean rag to ensure proper
adhesion. Cut the jamb flashing to the height of the rough
opening + 2x the width of the flashing, minus 1" (see 3a
and 3b). Remove the release paper and place the jamb
flashing against the window flange and firmly press into
place in a single direction to prevent voids. Once pressed in
place, use a "J" roller (or wallpaper tool) to seal the flashing
to the window flange. Repeat this procedure for the other
side of the window.
4 HEAD FLASHING
Head flashing length is'
RO width +
(2x flashing width, plus 2").
e.�
Align the flashing flush against the
window frame with the adhesive strip
covering the entire window flange.
•
•
Start head
flashing
1" beyond
jamb flashing.
0
Wipe the head flange, jamb flashing and sheathing with a clean
rag. Cut the head flashing to twice the width of the rough opening
+ 2x the width of the flashing plus 2". Install the head flashing by
pressing firmly in place in one direction to prevent voids.
CaII 1-800-773-4777 for Technical Assistance
www.fortifiber.com
Limitations: For optimum adhesion, Moistop E -Z Seal, FortiFlash and FortiFlash Commercial
flashings should be applied at temperatures between 40° F (4.4° C) and 120° F (48.9° C); FortiFlash
Butyl may be applied at temperatures between 25° F (3.9° C) and 125° F (51.7° C). Be cautious
about using FortiFlash where it can be exposed to temperatures above its Service Temperature such
as hot climates or behind fiber cement and metal sidings that absorb a significant amount of heat.
FortiFlash, FortiFlash Commercial and FortiFlash Butyl are the only Fortifiber flashing products that
can be installed horizontally or at a slope of less than 60°. Where installed horizontally or with a slope
of less than 60° do not use fasteners. Product should be covered as soon as possible. Inspect product
to insure it is free of any protrusions or damage which may compromise its moisture -resistive
properties. FortiFlash is not compatible with EPDM or flexible (plasticized) Polyvinyl Chloride
(PVC) based products. FortiFlash and Moistop E -Z Seal are not compatible with some sealants.
Consult with sealant manufacturer for compatibility information. Direct exposure of sealant to
the adhesive side of FortiFlash or Moistop E -Z Seal can be detrimental if the amount of sealant
exceeds what is specified above. Please follow these recommendations regarding location and
amount of sealant to be used. Fortifiber strongly recommends against the practice of using a
"knockdown bead of sealant," or "buttering the flange" with sealant, because this amount of sealant is
excessive and unnecessary.
OVERVIEW
To properlyintegratesTh'
and jamb flashing tuq;
the weather resistive,(,:..
barrier underneath
Fortifiber
recommends the use
ofa well integrated
weather -resistive
barrier with all of its
`' flashing systems.
1
This recommendation refers to the most common
types of windows used (surface mounted). For other
types of frames, special attention should be paid to
the window manufacturer's instructions.
�F
Fortifiber Building
Systems Group°
Protecting Your World from the Elements
NATIONAL SALES OFFICE - Fernley, NV
(1016/15)
INSTALLING
JUMBO TEX°
THIS GUIDE APPLIES TO ALL GRADES OF
JUMBO TEX AND HYDRO TEXT'
Fortifiber Building Systems Group
provides this guide to assist installers by
demonstrating an efficient and effective
method for installing Jumbo Tex and the
Jumbo Tex hybrid product Hydro Tex in
common residential and light commercial
settings. The back of this document has
details regarding integrating these products
with window flashing.
Compliance with the building code and
proper installation are critical in reducing
potential water leakage points. It is the
responsibility of the architect or builder to
ensure that these standards are met.
This guide applies to the following:
• Super Jumbo Tex 60 minute
40" x 240 and 324 sq. ft. rolls
• Two -Ply Super Jumbo Tex 60 minute
40" x 162 sq. ft. rolls
• Jumbo Tex
40" x 324 and 500 sq. ft. rolls
• Two -Ply Jumbo Tex
40"x 162 and 250 sq. ft. rolls
• Hydro Tex
40" x 162 sq. ft. rolls
C4
1 INSTALLING JUMBO TEX
Install Jumbo Tex directly
to studs or over an
approved exterior sheath-
ing. (When using
HydroTex, install black
side out.) Starting at the
bottom of one end of the
wall, place the Jumbo Tex
roll horizontally (overlap-
ping the corner by a
minimum of 6") and roll out
the first course evenly,
integrating with flashing at
window and door openings.
Place the membrane so
that it is tight and flat. Apply
enough fasteners to hold
Jumbo Tex in place until
the final wall cladding is
installed.
,•E� 2U1�
r r= fats ' C ,N L 5,R
2 FASTENING
0
Fasten all
comers
0
Y
The size of fasteners used
and the spacing required
1 is determined on the job site.
Apply enough fasteners to hold
• lumbo Tex in place until final
cladding is applied
0
Under normal conditions, attaching Jumbo Tex with a
quality exterior grade staple is acceptable. A higher
grade of galvanized fastener, or large headed galva-
nized nail may be required in certain settings or
weather conditions.
It is the responsibility of the architect, builder, or
foreman to decide the type of exterior grade fastener
that will best suit the job at hand and how many of
these fasteners are required.
.
\
°
°
I
Begin roll
° a minimum
of 6" away°
from comer
°
°
°
°
°
d
,•E� 2U1�
r r= fats ' C ,N L 5,R
2 FASTENING
0
Fasten all
comers
0
Y
The size of fasteners used
and the spacing required
1 is determined on the job site.
Apply enough fasteners to hold
• lumbo Tex in place until final
cladding is applied
0
Under normal conditions, attaching Jumbo Tex with a
quality exterior grade staple is acceptable. A higher
grade of galvanized fastener, or large headed galva-
nized nail may be required in certain settings or
weather conditions.
It is the responsibility of the architect, builder, or
foreman to decide the type of exterior grade fastener
that will best suit the job at hand and how many of
these fasteners are required.
3
SEAM OVERLAPS
VERTICAL
6" minimum
vertical
overlap
At vertical seams, apply a
minimum 6" vertical over-
lap. When going around
corners, make sure Jumbo
Tex is pulled tightly and
properly fastened.
HORIZONTAL
Any succeeding course
should be placed horizon-
tally over the lower course
in a weather -board fash-
ion with a minimum hori-
zontal overlap of 2" (3" is
recommended).
4JUMBO TEX° AND WINDOWS
•
Upper layers of Jumbo Tex
covers jamb flashing
Tuck Jumbo Tex under
sill window flashing
When a layer of Jumbo Tex first crosses the path of
any window, it needs to be properly integrated with the
window sill and jamb flashing for quality moisture man-
agement. To do this, tuck Jumbo Tex under the sill
and jamb flashing as shown above. The layers above
this point can butt into the window jamb.
JUMBO TEX AND WINDOW FLASHING
Windows, window flashings, and weather barriers must be properly integrated in order to form a comprehensive
moisture control system. The windows shown in this guide follow the "High Performance Two -Step" method of win-
dow flashing. A detailed guide for this method of flashing can be found at www.forfifiber.com.
Also, you can find other detailed instructions on how to integrate weather barriers and window flashings at the
Fortifiber web site. Listed below are some of the common settings that you'll encounter when installing Jumbo Tex.
WHEN WEATHER -RESISTIVE BARRIER IS
INSTALLED AFTER THE WINDOW
Use one of the following guides that apply:
Method A (self adhesive)
Method B (mechanically attached)
High Performance Two -Step
WHEN WEATHER -RESISTIVE BARRIER IS
INSTALLED BEFORE THE WINDOW
Use the following guide:
Method Al (self adhesive)
WEATHER -RESISTIVE BARRIERS AND SPECIALTY
WINDOWS
Use one of the following guides that apply:
Window and Door Flashing
(Installing windows and doors with integral brick mold)
Arched Window Flashing
Recessed Window Flashing
L
Fortifiber
provides four grades
of Jumbo Tex,
the hybrid HydroTex
and a complete line of
window flashing
products to meet
all your moisture
management needs.
4410 tilVinvi
CaII 1-800-773-4777 Nationwide for Technical
www.fortifiber.
Limitations: Product should be covered as soon as possible.
Inspect product to insure it is free of any protrusions or damage which
may detract from the weather -resistive barrier integrity. Holes, tears or
punctures should be sealed with Moistopm Sealant or Fortifiber
Sheathing Tape. This product is not recommended for horizontal, roof-
ing or below grade applications.
MO sTOPf
1 a s Ni a ("n1o184oP3?3G;
Assistance
com
or visit our Web site at
Fortifiber Building
Systems Group°
Protecting Your World from the Elements®
NATIONAL SALES OFFICE — Fernley, NV
(09/11/15)
3"
recommended
o
horizontal
overlap
2"
required
;E
horizontal
,� w
overlap
- .1
I
Any succeeding course
should be placed horizon-
tally over the lower course
in a weather -board fash-
ion with a minimum hori-
zontal overlap of 2" (3" is
recommended).
4JUMBO TEX° AND WINDOWS
•
Upper layers of Jumbo Tex
covers jamb flashing
Tuck Jumbo Tex under
sill window flashing
When a layer of Jumbo Tex first crosses the path of
any window, it needs to be properly integrated with the
window sill and jamb flashing for quality moisture man-
agement. To do this, tuck Jumbo Tex under the sill
and jamb flashing as shown above. The layers above
this point can butt into the window jamb.
JUMBO TEX AND WINDOW FLASHING
Windows, window flashings, and weather barriers must be properly integrated in order to form a comprehensive
moisture control system. The windows shown in this guide follow the "High Performance Two -Step" method of win-
dow flashing. A detailed guide for this method of flashing can be found at www.forfifiber.com.
Also, you can find other detailed instructions on how to integrate weather barriers and window flashings at the
Fortifiber web site. Listed below are some of the common settings that you'll encounter when installing Jumbo Tex.
WHEN WEATHER -RESISTIVE BARRIER IS
INSTALLED AFTER THE WINDOW
Use one of the following guides that apply:
Method A (self adhesive)
Method B (mechanically attached)
High Performance Two -Step
WHEN WEATHER -RESISTIVE BARRIER IS
INSTALLED BEFORE THE WINDOW
Use the following guide:
Method Al (self adhesive)
WEATHER -RESISTIVE BARRIERS AND SPECIALTY
WINDOWS
Use one of the following guides that apply:
Window and Door Flashing
(Installing windows and doors with integral brick mold)
Arched Window Flashing
Recessed Window Flashing
L
Fortifiber
provides four grades
of Jumbo Tex,
the hybrid HydroTex
and a complete line of
window flashing
products to meet
all your moisture
management needs.
4410 tilVinvi
CaII 1-800-773-4777 Nationwide for Technical
www.fortifiber.
Limitations: Product should be covered as soon as possible.
Inspect product to insure it is free of any protrusions or damage which
may detract from the weather -resistive barrier integrity. Holes, tears or
punctures should be sealed with Moistopm Sealant or Fortifiber
Sheathing Tape. This product is not recommended for horizontal, roof-
ing or below grade applications.
MO sTOPf
1 a s Ni a ("n1o184oP3?3G;
Assistance
com
or visit our Web site at
Fortifiber Building
Systems Group°
Protecting Your World from the Elements®
NATIONAL SALES OFFICE — Fernley, NV
(09/11/15)
Installing Lap or Channel Siding
Installing Lap Siding
•
Stud
House wrap
Exterior
sheathing
Expansion gap
1/8" for dry
siding
Nails must
penetrate soli
wood 1Y,"
Cedar siding
up to 6" wide
(A) 6" and narrower lap siding
Lap siding can be installed horizontal y or vertica y. For horizontal applications, start with the
bottom course and work up with the channels pointing upwards. Allow a 1/8 inch expansion gap
between pieces if the siding is air or kiln -dried. Do not nail through overlaps. For siding up to 6
inches wide, use one nail one inch up from the lap. Face nail with two nails per piece for 8 inches
patterns and wider, keeping nails 2-1/2 to 3 inches apart to allow for dimensional movement
without splitting. For vertical applications, siding should be nailed to horizontal blocking or
furring strips.
Expansion gap
1/8" for dry
siding
Nails must
penetrate solid
wood 1)14"
RECEIVED
CITY OF 1'UKWILA
MAY 02 2018
PFRIWIti CENTER
FILE COPY
Permit No. tt6'
Plan review approval is subject to errors and omissions.
Approval of construction documents does not nutho:ize
the violation of any adopted code or rdinnnco. iieccipt
of approved Fie' - o ►y and c, " j chnzi.lcdged:
By:
Date:
City of i uloai!a
BUILD NG DIV;SION
REVIS'ONS
No changes shall h^ rel.-1.de to the sop
of work witho' rr,r, approval of
Tukyv la ('tivE`.iion
NOTE. _
b+h;i f�:: J'r<� ,' lR: � (''�(1 7!JiJrtiitf7!
SIT, 4P.! tr
REQU r -sr)
4Mec;ianical
[v1 Eiecirical
Qf 'Gnlbing
ted C s Pin?
City
Bp i►...�'�': ! :'t" `0;
d
MG Properties Group®
April 30, 2018
RE: Rehabilitative Construction Project — Boulevard at South Station (210 units)
4708 Southcenter Boulevard — Tukwila, WA 98188
To Whom It May Concern:
The purpose of this correspondence is to confirm that planned reconstructive construction project at
the above listed address will not total more than 5% of the assessed value of the building.
Enclosed find recent Real Estate Excise Tax Affidavit showing a recent assessed value for the project at $
33,400,000.00. The second enclosed document outlines the planned rehabilitative construction
expenses for the subject property which total $ 301,926.00.
Please contact me should there be any additional questions related to this issue.
Thank you in advance for your time and consideration in this matter.
Marc Wing
MG Properties Group
Management Company f BRE MG Boulevard at South Station
619.573.5486
10505 Sorrento Valley Road
Suite 300
San Diego, California 92121
rr
858.366.6500
858.526.0800
,ww.mgprope, ties corn
REV i1. `D FOR
CODE Co h= -LANCE
APPFICVLD
MAY 18 2018
City of Tukwila
BUILDING DIVISION
MG Properties Group®
10505 Sorrento Valley Road
Suite 300
San Diego, California 92121
www mgproperties.corn
Marc Wing
858.366.6548
619.573.5486
858.909.9084
• mwing@mgproperties.com
RECEIVED
CITY OF TUKWILA
MAY 02 2018
PERMIT CENTER
bI& 0132
Ennrhing lira t1n',,w'ii hr!irr t u,nnunitir....
•
Zo$')
Department of (10
Revenue
Vaashngtdn Store
REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt
PLEASE. TYPE: OR PRINT CHAPTER 82.45 RCW -. CHAPTER 458-61A WAC when stamped by cashier
TIIIS AFFIDAVIT WILL NOT RE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED
(See back of Int pegs for instrument)
0 Cheek bot If gambit sale, indicate'/. sold. Litt .«earlr ofownershi. err wired rout In ach some.
Aces Apartments L.P., a Ca7ramm hmaed pnnrnrah.p and ? h'amc ORE MG Boulevard al South Station LLC, d Delaware
MG Park Piece A7artmenis LLC. a Delaware 1001100 4ablly company 1110100 roomy company
-LL.0 2 Mnhne Adorns C)0 MG Properties Group, 10505 Sonan10 Ve'rey Rd00 x a AJJ:Add,„31S Parte Ayenaa
. 03� � Mailing
ti V CnyrSuic2ip San Dtogo CA 92:21
C
Phone Nn. (including area code) (858) 366-0534 phone No. (inetud 04 un eodcl(212) 583.5740
Senn sit property sax romrpondener to: 1;1 Same as OuyrtlGnnlce Lisr all re) and tenons) progeny tan pond accuni
numbeta-cluck box if personal propcny, Liv erusscd vducrs)
722304-903,Q1 0 22 543 000 00
Levy Codfl_2401 ❑
Coy/Siate-7in Now York. NY
Name
Meiling Address
City!Si 'Z p
POon< No (Including area code)_,_
L_
f1sheet amhesa orpropcns. 4708 Soulhcenler Blvd., Tukwila, WA 98188
Thn property o located or. ❑ unrcnipormut County OR v. mu: Melly or_ TL)Pw1)11
0 Check box if any of the hied parcels are being segrecsle1 front another parcel, are pan iota boundary line adtusturent or parcel, bong mora: d
Legal dncoprron of psuperty cif more slat it n needed. you may auuch a aeinrate sheer to each pater nr Ins iffiavtl)
SEE ATTACHED LEGAL DESCRIPTION
Select Land Use Code(s)' � List all personal property (tangible and intangible) included in selling
price.
13
enter any additional codes;
(Sec back of last page for instructions)
YES NO
Was the sella roorising a property lax cxempuon or&feral undo 0 (0
clnptel 84.36, 84.37, or 84.38 RCW (nonprofit organization. senior
citize x a d'snbled parson, homeowner with limited income)'
YES 00
If claiming an exemption, list WAC number and reason for exempt ion -
YE
Is this rropeny designated as Tonal land pm darter 8433 RCW'i 0 (H WAC No (Sect ton/Subsection)
Is dots property clusi Gal as cuoxcxn inc (arrant sttauc, Tann arca) 0
apiwhtrtl- or umber) Lender chapter 84.34 RCW.' Reason for exemption
Is dots property receiving special valuation as historical pn,peny
par cJaq,. 8426 RCN?
If any anwers aro yes, templets as instructed (clow.
(1) N(7T10E:OF CONTINUANCE (FOREST LAND OR CIJRRF_'NT USE)
NEW OWNER(S): To continue the cum:nt designation as toren lend or
ebssiftaunn as current use (open space, farm and ageculltue, or timber) land,
you must sign on (3) below. The county assessor must glandes/mine if Lhc
land transferred continues m qualify and will indicate by signing below. lithe
land no longer qualifies or you do not wish to continue the designation or
classification. n wilt be removed and the compcnsaung or additional taxes will
be due and payable by the seller or transferor at the lime of sale. (RCW
84.33.140 ur RCW 8434.105). Prior to signing (3) below, yoo may contact
your kcal cranny ass nsor for more information.
0 ID
This land 0 duct 0 does not qualify for continuance
DEPUTY ASSESSOR DATE'
(3) NOTICE OF COMPLIANCF.(NI.STORICPROPERT'Y)
NEW OWNER(S): To continue special saluatiun as him ink progeny,
sign (3) below. lithe new owner(s) does not wish to continue. all
additional tau calculated pursuant to ciwpine 84.24 RCW, shall be due and
payable by the seller or transferor at the time of sale
(3) OWNER(S) SIGNATURE
PRINT NAME
Type of Document Grant Dean
Date of Document
Gross Selling Price S
•Personal Property tdcductl S
Exemption Claimed (deduct) $
Taxable Soiling Price 3
Excise Tax : State S
Local 5
•Delinquent Interest State S
Local 5
•Delinquent Penalty 5
Subtotals 593,398.60
-State Technology Fee S 5 00
'Affidavit Processing Fcc $ 0.00
Total Due i 593,403.60 RECER'ED !pi
A 8l(NIM (l Nf OF ita.00 IS 1 (10 1N F0 .(S) ANI)IOA TAXCITY OF 1 L KWILA
33,400,000.00
63,000.00
0.0 e
,00
426,713.60
166,685.00
0.00
0.00
0.00
'SEE INSTRUCTIONS
EI1 CERTIFY UNDER PENALTY OF PERJURY THAT THE FOREGOING IS TRUE AND CORRECT. MAY 02 2038
Signature of PLEASE SEE ATTACHED Signature of
Grantor or Grantor's Agent Grantee or Grantee's Agent r [�[[jj��
Name (pens) NO= (print) Pr�FIW 1T CENTER
ER
Date & any of signing: Date & city of signing:
Perjury: Perjury Is a class C felony which is punishable by anpnsonment In the state conecuonul Institution,, for a maximum tern of not more than Eve years. or by
a fine in an amount fixed by the cram of not more than fine amuse.) dollars (55,000.00). or by both linens/milieu and fine (RCW 4A.20030 (1C)1.
REY 84 00515 91 0 (1) PHIS SPACE - TREASURER'S USE ONLY COUNTY TREASURER
Boulevard at South Station
Bldg
# of Units
Value/Unit
Bldg Value
Value of Work
% of Value
J
12
$ 159,000.00
$ 1,908,000.00
$ 33,212.00
1.74%
I
16
$ 159,000.00
$ 2,544,000.00
$ 63,405.00
2.49%
H
12
$ 159,000.00
$ 1,908,000.00
$ 42,270.00
2.22%
G
26
$ 159,000.00
$ 4,134,000.00
$ 9,057.00
0.22%
F
14
$ 159,000.00
$ 2,226,000.00
$ 12,077.00
0.54%
E
38
$ 159,000.00
$ 6,042,000.00
$ 30,193.00
0.50%
D
14
$ 159,000.00
$ 2,226,000.00
$ 18,115.00
0.81%
C
38
$ 159,000.00
$ 6,042,000.00
$ 30,193.00
0.50%
B
26
$ 159,000.00
$ 4,134,000.00
$ 45,289.00
1.10%
A
14
$ 159,000.00
$ 2,226,000.00
$ 18,115.00
0.81%
Totals
210
$ 33,390,000.00
$ 301,926.00
RECEIVED
CITY OF TuKWILA
MAY 02 2018
PEWIT CENTER
• 1 f..,
` PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D18-0132 DATE: 05/02/18
PROJECT NAME: BOULEVARD AT SOUTH STATION APTS - BLDG E
SITE ADDRESS: 4714 SOUTHCENTER BLVD
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
fry kt s -8 -
Building Division III
AJA (
Public Works1111
AT /1-? 6
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator 111
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 05/03/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
n
Corrections Required
(corrections entered in Reviews)
DUE DATE: 05/31/18
Approved with Conditions ❑
Denied
(ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg D Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
STEADFAST CONSTRUCTION INC -
.J
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Safety & Health Claims & Insurance
Washington State Department of
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Workplace Rights Trades & Licensing
STEADFAST CONSTRUCTION INC
Owner or tradesperson
Principals
PARK, YOUNG SIK, PRESIDENT
PARK, ISAIAH, VICE PRESIDENT
CHAMBERS, NINA, VICE PRESIDENT
(End: 08/21/2002)
Doing business as
STEADFAST CONSTRUCTION INC
WA UBI No.
602 032 300
4913 70TH AVE W
UNIVERSITY PLACE, WA 98467
206-838-6550
PIERCE County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
..................................._...._._....
Meets current requirements.
License specialties
GENERAL
License no.
STEADCI984J7
Effective — expiration
04/27/2002— 04/30/2019
Bond
Lexon Ins Co
Bond account no.
9812818
$12,000.00
Received by L&I Effective date
04/12/2012 05/12/2012
Expiration date
Until Canceled
Insurance
................
United Specialty Insurance Com $1,000,000.00
Policy no.
ATN-SF1710939
Received by L&I Effective date
08/14/2017 08/15/2017
Expiration date
08/15/2018
Insurance history
Savings
Savings history
Lawsuits against the bond or savings
Help us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602032300&LIC=STEADCI984J7&SAW= 5/29/2018
STEADFAST CONSTRUCTION INC
Cause no.
16-2-13930-2KNT -
Complaint filed by
VIEW AT THE LAKE LLC
Complaint date
10/04/2016
Open
Complaint against bond(s) or savings
9812818
Complaint amount
$0.00
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID
993,689-00
Doing business as
STEADFAST CONSTRUCTION INC
Estimated workers reported
Quarter 1 of Year 2018 "11 to 20 Workers"
L&I account contact
T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@Ini.wa.gov
Account is current.
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
............................._........._.
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
05/03/2017
Inspection no.
317944371
Location
10811 S. E. 239 PI
Kent, WA 98030
Inspection results date
12/10/2014
Inspection no.
317552578
Location
2111 SW 352nd ST.
Federal Way, WA 98023
Inspection results date
07/13/2012
Inspection no.
315895425
Location
403 W. University
Ellensburg, WA 98926
Violations
Violations
Violations
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