HomeMy WebLinkAboutPermit D08-261 - WOODSIDE APARTMENTS - BUILDING 1 DECKSWOODSIDE APTS
BLDG 1
3721 S 152 ST
D08 -261
Parcel No.: 0043000115
Address: 3721 S 152 ST TUKW
Suite No:
CityOh Tukwila
Tenant:
Name: WOODSIDE APTS BLDG 1 - DECK UNITS 5, 6, 7 & 8
Address: 3721 S 152 ST , TUKWILA WA
Owner:
Name: KIM CHUE
Address: 13327 279TH ST SE , KENT WA 98042
Phone:
Contact Person:
Name: CHUL KIM
Address: PO BOX 69517 , SEATTLE WA 98168
Phone: 206 835 -6300
Contractor:
Name: OWNER AFFIDAVIT - CHUL M KIM
Address:
Phone:
Contractor License No:
Department of Community Development
6300 Southcenter Boulevard, Suite # 100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
DESCRIPTION OF WORK:
REPLACE ROTTED WOOD DECK FOR UNIT 6
REVISION #2 INCREASES SCOPE OF WORK TO INCLUDE UNITS 5, 7, & 8
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
$1,600.00
Fees Collected: $244.79
International Building Code Edition: 2006
Occupancy per IBC: 0021
* * continued on next page **
•
Permit Number: D08 -261
Issue Date: 06/17/2008
Permit Expires On: 12/10/2009
Expiration Date:
D08 -261 Printed: 12 -04 -2009
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0
Flood Control Zone:
Hauling: N Start Time:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature: s
I hereby certify that I have read and
governing this work will be complie
Signature:
Print Name:
doc: IBC -10/06
City Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.ci.tukwila.wa.us
N
Volumes: Cut 0 c.y.
Private:
Profit: N
Private:
Permit Number:
Issue Date:
Permit Expires On:
Date:
•
Size (Inches): 0
End Time:
Fill 0 c.y.
Start Time: End Time:
Public:
Non - Profit: N
Public:
D08 -261
06/17/2008
12/10/2009
Date: ig 10 '
ed this permit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
The granting of this permit does not prey e to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the perf rmance of work. I am authorized to sign and obtain this development permit.
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.
D08 -261 Printed: 12 -04 -2009
Parcel No.: 0043000115
Address: 3721 S 152 ST TUKW
Suite No:
Tenant:
Name: WOODSIDE APARTMENTS, BLDG 1
Address: 3721 S 152 ST , TUKWILA WA
Owner:
Name: KIM CHUE
Address: 13327 279TH ST SE , KENT WA 98042
Phone:
Contact Person:
Name: CHUL KIM
Address: PO BOX 69517 , SEATTLE WA 98168
Phone: 206 835 -6300
Contractor:
Name: OWNER AFFIDAVIT - CHUL M KIM
Address:
Phone:
Contractor License No:
DESCRIPTION OF WORK:
REPLACE ROTTED WOOD DECK FOR UNIT 6
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
Citylif Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
$1,000.00
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D08 -261
Issue Date: 06/17/2008
Permit Expires On: 12/14/2008
Expiration Date:
Fees Collected: $86.18
International Building Code Edition: 2006
Occupancy per IBC: 0021
D08 -261 Printed: 06-17 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signature:
doc: IBC -10/06
City &Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
N
I hereby certify that I have read and e a� ned this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied , whether specified herein or not.
The granting of this permit d s not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the perfo e of work. I am authorized to sign and obtain this development permit.
Signature: Date: � 1 /,) 1'
Print Name:
. t4 1 A 1
Permit Number: D08 -261
Issue Date: 06/17/2008
Permit Expires On: 12/14/2008
Date: w l 4 � , A
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.
D08 -261 Printed: 06 -17 -2008
Parcel No.: 0043000115
Address:
Suite No:
Tenant:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Cond -10/06
3721 S 152 ST TUKW
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
WOODSIDE APARTMENTS, BLDG 1
5: All wood to remain in placed concrete shall be treated wood.
PERMIT CONDITIONS
* * continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -261
ISSUED
05/06/2008
06/17/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
9: 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.
D08 -261 Printed: 06-17 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http : / /www.ci.tukwila.wa.us
•
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
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 provision of any other work
construction or the performance of work.
Signature: � /1,1 ,
� , ,,1 /- .
Print Name: 1(-- h ^
doc: Cond - 10/06 D08 - 261
Date:
6 /i /4)W
ordinances governing
or local laws regulating
Printed: 06-17 -2008
Site Address: > '/
Tenant Name:
Property Owners Name:
Mailing Address:
Name:
E -Mail Address:
Contact Person:
E -Mail Address:
Contact Person:
E -Mail Address:
CITY OF TUKWI
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
r
! _ ,, / 1,
Mailing Address: p 0 /j ,e? 7l 6 S, ( 7 , b' ?
Contact Person:
E -Mail Address:
Contractor Registration Number:
Q' \Applications\Forrns- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
t No.
Building Permit, NNTo.
Mechanical Permit . No.
Plumbing /Gas Permit
Public Works Per.
Project No.
(For office use only)
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 **
.
ui �Gtw� 4 ,r- (iz"
;
3:)x 6 ci ; 7 . -.
King Co Assessor's Tax No.: 00 3 p,^ — J // S o
Suite Number: : , Floor: . � / v .A (( + (.)
New Tenant: El .... Yes fl ..No
City
,) / 6 8
City
Fax Number:
State
Zip
CONTACT PERSON
we contact when your permit is ready to be issued
Day Telephone: ' 6 s > S'- f 2 .>
State Zip
z t / — a 2
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for 1VMechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Mailing Address:
city
Day Telephone:
Fax Number:
Expiration Date:
State
Zip
ARCHITECT OF RE
amped by Architect of Recor+
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
State
Zip
ENGINEER OF RECORD — Ail ,plans must be .
stamped by
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
BUILDING PERMIT INFOR — 206-431-3670
Valuation of Project (contractor's bid price): $ (� ;� j:„
Scope of Work (please provide detailed information):
Will there be new rack storage? E.... Yes
Provide All Building Areas in Square Footage Below
1
loor
2 Floor
3
Floor
Floors
thru
Basement
Accessory Structure
Attached Garage
Detached Garage
Attached Carpo
Detached Carport
Covered Deck
Uncovered
e ck
Interior Remodel
Addition to
Existing
Structure
Type of
nstruction per
IBC;
Type of
Occupancy per
113C
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:
Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
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Existing Building Valuation: $ f, •
pal— ' C d- 1 9 /v6 • y& zeok v. f_', t zr
❑
..No If yes, a separate permit and plan submittal will be required.
Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No 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? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8 -1/2" .x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
PERMIT APPLICATION NOTS — Applicable to all permits in this appji'cation •
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.
Building and Mechanical Permit
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).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER Obi AU HORIZ AGENT:
Signature: I
Print Name: C to / t • jL / I ' Y` Day Telephone: ° -- — /3'0 O
Mailing Address: f) 69s-->7 ,
Date Application Expires:
Date Application Accepted:
Q:1Applications\Forms- Applications On Line13 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Date: 9`/2 k A
5p4 t" tv 1A' / ,64
City State
Zip
Staff Initials:
Page 6 of 6
1
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath /shower
Drinking fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water system — per
drain (inside building)
Water heater and /or
vent
Additional medical gas
inlets /outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of water
piping and /or water treating
equipment
Repair or alteration
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets /outlets for specific gas
PLUMBING AND GAS PIPIT PERMIT INFORMATION - 206- 431 -/0
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
Valuation of Plumbing work (contractor's bid price): $
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information):
Building Use (per Int'l Building Code):
Occupancy (per Int'I Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Q: \Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 5 of 6
Project name C✓t 51
Address % z S , I 4-A r , �t S� 1Lw - 114 ,
Description of work
Related reference number
3. Other special instructions:
Authorization by,
TBD36/96 -form 12
Cit yf Tukwila
y
Permit Center
6300 Southcenter Boulevard, Suite, 100
Tukwila, WA 98188
(206 431 -3670)
ALTERNATE PLAN SUBMITTAL AUTHORIZATION
FOR LIMITED SCOPE OF WORK
I.B.C.& I.R.C. Section 104.1
w
Application # 17& .(1 (
The above project permit applicant, due to the limited scope of work is authorized to submit reduced
plan requirements described below.
1. Complete permit application required: (Note, all application must include; 1) property assessor
number, 2) copy of contractors license or completed owner waiver form.)
Building V Mechanical Other
2. Minimum plan and/or specification requirement:
Site plan Floor plan Elevations Foundation
Cross sections Roof plan W.S.E.C. Compliance
Structural calculations (stamped by Washington State licensed engineer )
Specific required information
Narrative
.4elit .//;1 • 0 1 /lei ilin a4
6,
�2
4/4-ediedet./ p./24 id.24 /de 4-aoc,
p/w 4L - k4S
- per t.(AtLtNC(
Date. 5 0 OPT
(Authorization void 30 days a - r th = date issued.)
RECEIPT NO: R09 -02062
Initials: JEM
User ID: 1165 Total Payment: 458.00
Payee: EVERGREEN DEVELOPMENT AND CONSTRUCTION
SET ID: 1201 SET NAME: WOODSIDE
SET TRANSACTIONS:
Set Member
D08 -261
D08 -262
D09 -179
D09 -180
D09 -181
D09 -182
TOTAL:
ACCOUNT ITEM LIST:
Description
City of Tukwila,
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206-431-3665
Web site: htlp: //www. ci. tukwila. wa. us
Amount
60.00
60.00
84.50
84.50
84.50
84.50
60.00
BUILDING - RES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
SET RECEIPT
000.322.100
000.345.830
640.237.114
TOTAL:
Payment Date: 12/29/2009
TRANSACTION LIST:
Type Method Description Amount
Payment Check 2513 458.00
TOTAL: 458.00
Account Code Current Pmts
320.00
120.00
18.00
458.00
PAYMENT
RECEIVED
RECEIPT NO: R09 -01936
Payment Date: 12/04/2009
User ID: 1165 Total Payment: 222.96
Initials: JEM
Payee: CHRISTOPHER TERRACE, LP
SET ID: 1201 SET NAME: WOODSIDE
SET TRANSACTIONS:
Set Member
D08 -261
D08 -262
TOTAL:
Amount
98.61
124.35
98.61
TRANSACTION LIST:
Type Method Description Amount
Payment Check 1245 222.96
TOTAL: 222.96
ACCOUNT ITEM LIST:
Description
BUILDING - RES
BUILDING INVESTIGATION
PLAN CHECK - RES
Cig of Tukwila,
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: //www. ci. tukwila. wa. us
SET RECEIPT
Account Code Current Pmts
000.322.100
000.322.800
000.345.830
TOTAL:
•
62.40
120.00
40.56
222.96
PAYMENT
RECEIVED
Payee: WOODSIDE APTS
ACCOUNT ITEM LIST:
Description
PLAN CHECK - RES
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http://www.citukwila.wa.us
Parcel No.: 0043000115 Permit Number: D08 -261
Address: 3721 S 152 ST TUKW Status: ISSUED
Suite No: Applied Date: 05/06/2008
Applicant: WOODSIDE APARTMENTS, BLDG 1 Issue Date: 06/17/2008
Receipt No.: R08 - 02539 Payment Amount: $60.00
Initials: WER Payment Date: 07/14/2008 11:41 AM
User ID: 1655 Balance: $0.00
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 3083 60.00
RECEIPT
Account Code Current Pmts
000/345.830 60.00
Total: $60.00
4782 07/14 9711 TOTAL 12000
doc: Receipt-06 Printed: 07 -14 -2008
RECEIPT NO: R08 -01507
Initials: JEM
User ID: 1165
Payee: SUNSET GARDENS
SET ID: S000001027
SET TRANSACTIONS:
Set Member Amount
D08;26'1 86.18
60.44
D08 -263 73.31
D08 -264 86.18
TOTAL: 306.11
TRANSACTION LIST:
Type Method Description Amount
Payment Check 1149 306.11
TOTAL: 306.11
ACCOUNT ITEM LIST:
Description
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: //www.ci.tukwila.wa.us
BUILDING - RES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
SET RECEIPT
Payment Date: 05/06/2008
Total Payment: 306.11
SET NAME: Tmp set/Initialized Activities
Account Code Current Pmts
000/322.100 174.60
000/345.830 113.51
000/386.904 18.00
TOTAL: 306.11
2110 05/07 9711 TOTAL 306.11
Project:
Gaya vs /4A /9M
Type of Inspection:
F/glrt 1-
Address:
<? 7 et -,/l S /5
5
Date Called:
Special Instructions:
Date Wanted: _
/d `02 9-/0
a.m
Requester:
Phone No:
4
•
INSPECTION RECORD
Retain a copy with permit Dd sm?6
INSP CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451 ;I
Approved: per applicable codes. Corrections required prior to approval,
COMMENTS:
A neret eltd hEle
Ins
r;
n I NSPECTION FEE REQUIREb. Prior to next inspection. fee must'be
id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspeytion.
1
•
Project: ` %
LOCI V A A • e
Type of In Inspection: J
1� ,Ae
, ( � ,
\ f A
Address: .A.-0
• '' 'S� 0
Date Called:
Date Wanted: 6- �
�-• . .. = ;: .,_
Special Instru t ons:
TE'�f NorIGES i4 p
• ticEME Lr t , f ROOTED
(4A0t PFe4CS c4 tz- G] N(T5
5 / 7 48
Requester:
Phone No:
e 7. 0 c'' — X 35—
(s.3 0
INSPECTION NO.
*CITY OF TUKWI
6300 Southcenter? Blvd.,
INSPECTION •.RE
COy. }
Ret in a copy with permit
El Approved per applicable codes.
BUILDfNG DIVISION
00, Tukwila, WA 98188
Do c-2-41
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
COMMENTS:
A a„,/,_‘_
2- RI/ 41/ ) 4/01 12. z ja,3?
) ( 1/ ie.. 444, kpoore,,
• 4
(fed ��he
$60.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
6
•
Project: I + g , 4 e
Type of Iaspection:, (
Adde / I S ' C 2
�..
Date Called:
Special Instructions:
Date Wanted: ( --- c a.m,
S — 2..(0 —/C) p.m.
Requester:
Phone No:
'10 t0 - g3S— o30 c)
g 2(0
INSPECTION RECORD
Retain a copy with permit
INSPECTI O. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 12•
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
COMMENTS:
/" irdir n/d 7i / t $ — /� r ✓
nspector:
I Date
0 REINSPECTION FEgREOUIRED. Prior to inspection, fee must be
d at 6300 Southcenter B d., Suite 100. Call to schedule reinspection.
Rec ipt No.:
Date:
0 Approved per applicable codes. \'Corrections required prior to approval.
COMM NTS:
. t ) T L S: f i r ] )-& T , i (vr JA ii c DA( ' 4fik... -or
rc,, A ) C r AA' - 1 S F-D r u .n. ' ( t- ` 1 tis • S m bi
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ar hi i ,14.. r■pr .1--b ne\kr' . rj Aec:c�/�. TO Clot
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-r ... p
.► �1f e e is a n ,-)f 5 v! 1--e.r li a r i r: Q e 4 S Tb Lie
Special Instructions:
t j ;) r
,. ('. P ti,JAil( 1 �C, - `— L•.ns A T �
P
r ,CIA l.S e% In r•) d/\ SC. fu re - � 1•L
m...s7 j,1? IA 4TA'1_1 () ) — ,4- i .1 . .5 fPk , 0 1 . / ~ tt , '.S
[pp n - T/ •►,e A e, e ,9i-A -c-,fc
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t
Proje t:
VA)00c/S A )
Type of Inspection:
1k.)1.1
\
Address:
27ZI S.'5
ST
Date Called:
Special Instructions:
Date Wanted:
a.m.
Requester:
Phone No
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Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367
Corrections required prior to approval.
$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
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INSPECTION RECORD
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INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION F
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Approved per applicable codes. LJ Corrections required prior to approval. f=
Receipt No.:
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
1Date:
COMMENTS:
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PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcentet Blvd., #100, Tukwila, WA 98188 (206)431 -3
70
El Approved per applicable codes.
orrections required prior to approval.
❑ $60.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
•
•
FILE COPY
No changes shall be made to the scope
Following omments are provided to further clan co of r° ti t wiz, rou I
g P fY e nts in l l u (Q - i�_rl" sR5n uf . �Cwha.
s- ^r will r: :quire a new plan submittal
1. Appropriate Joist Spacing
HardiBacker installation guide (see attached) specified that "Joist Spacing shall not exceed 24" on
center" when 1 /4 "thick hardibacker is installed. This specification should apply to 1/2" hardibacker as
well since 1/2" hardibacker is stiffer than 1/4" haribacker.
Most of the joist spacings are found to be between 16" to 18" on center with very few spacings near or
over 24" on center. Extra joists will be installed where needed to ensure spacings do not exceed 24" on
center.
2. Method to Ensure Appropriate Slope
Existing nail/screws/hardware holding joists to rim joists and walls will be removed/cut and any
framing members to provide needed slope will be cut and then framing members will be re- nailing/re-
screwed to establish a drop of 1" to 1.5" for the six foot decks.
3. Water Proofing Methods to be Applied to Decks
The product that we propose to use is a two part coating system marketed by "Speciality Coating Plus"
located at 530 Andover Park W, Tukwila, Wash 98188, phone no. 206 - 575 -2445. They specialize in
selling water proofing compounds. At present they carry both Elasto Deck and Tufflex products made
by two different manufactures. Both products were purchased for use at Seasons apartment. Both
products require application of base coat plus top coat to impregnate sands within top coat to provide
abrasive surface and protect base coat from people walking on deck and from ultraviolet rays. When
applying these products special care will be taken so that products from different manufacturers will
not be used on a same deck.
At present I found decks with three different conditions.
A.Water proof coating applied without hardibacker installed.
B.Hardibacker installed on top of water proofing membrane
C.ceramic tiles installed over hardiboard
For condition A, I plan to re -coat the water proofing membranes.
For condition B, I plan to float with thinset to make surfaces smooth and slope away from the wall so
that water can flow away from the wall. Then apply water proofing compound o 'ED FOR
For condition C, I plan to use grout sealer on grout joints to water proof grout jo hS II � NPLIANCE
possible..
ROVED
Details of water proofing joints at the edges of the decks are explained below.
Fig. 1 shows typical cross section of the deck with sliding glass door threshold o
the 1►jIa
i ISPON
with new sections of T-111 joined using Z sheet metal strips and then joints will be sealed with water
When bottom of T-111 is found to be deteriorated those deteriorated sections are
REVISIONS
REVISION Na : 3 1)08- 2. ip 1
RECEIVED
DEC 1 2009
PERMIT CENTEF
DEC 2 9 2009
proofing compound.
Fig. 2 shows water proofing of rim joists which hold 2x12 joists of deck. Fiber glass tape is applied to
cover joint between the sheet metal over rim joists and water proofed deck surfaces.
Fig. 3 shows water proofing provided under sliding glass door thresholds. Fiber glass tape soaked with
water proofing compound is pushed under the threshold connecting water proofed deck surfaces so that
no water can leak under the door thresholds. Several layers of water proofing compound are applied at
the bottom of the thresholds so that water will not leak under the door thresholds.
Figs. 4A through Fig. 4D shows four methods to water proof the joints between T-111 walls and deck
surfaces.
Fig. 4A is standard method used to water proof joints. However, this method requires use of nails to
anchor sheet metal flashing to water proofed deck surfaces causing nails to penetrate water proof
membrane. Both nail heads and front gap between sheet metal and deck surfaces can be water proofed
somewhat by applying silicon caulk.
Fig. 4B shows application of fiber glass tape with water proof compound over front of sheet metal
covering both nail heads and front of metal flashing which improves water proofing over Fig. 4A.
Fig. 4C shows application of fiber glass tape with water proof compound from front of sheet metal
flashing to T-111 siding covering entire area where water could seep through. This is further improves
water proofing over Fig. 4B.
Fig. 4D shows application of fiber glass tape with water proof compound from front of sheet metal
flashing to T-111 wall covering entire area where water could seep through without using sheet metal
flashing. It appears there is no need to use metal flashing since entire corner is covered with fiber glass
tape soaked with water proofing compound.
I faxed Figures 4A through 4D to Pacific Polymers, Inc. , maker of Elasto Deck 5000. Technical
representative of Pacific Polymers reviewed those figures and faxed his approval for all of four
methods shown in Figs. 4A through 4D.
Fig. 5 is a sketch provided by Pacific Polymer on their recommendation to water proof joints between
tiled deck surfaces and T-111 walls. Applicant plan to use this method to water proof joints between
ceramic tiled deck surfaces and T-111 walls.
After water proofing base coat is applied on deck surfaces and joints sands supplied by Specialty
Coatings will be applied then covered with top coats to seal in sands.
These two page comments replace two page comments dated 11/24/09 submitted with Revision
Submittal sheets on 12/1/09 under Permit Nos. DO9 -179 through DO9 -182.
If city has further comments please contact undersigned.
Chul M Kim
Cutting HardieBacker Board
• Use a straight edge as a guide to score the board's face and snap upward along the
score line. We recommend using a carbide- tipped scoring knife, but a utility knife may
also be used. The use of shears (manual, electric or pneumatic) is also acceptable.
• For cutouts and small holes, score around perimeter and break out from the face side
with hammer.
• NEVER use high -speed power tools (e.g. saws, grinders, etc.) to cut James Hardie"
products indoors as they may generate excessive silica dust.
• NEVER dry sweep — Use wet suppression methods or HEPA vacuum for clean -up.
• To further limit respirable silica exposures, wear a properly- fitted, NIOSH- approved
dust mask or respirator (e.g. N -95) in accordance with applicable government
regulations and manufacturer Instructions.
Countertop Installation
1 Ensure cabinets are level
and secure
• Use minimum 1/2" exterior grade
plywood or equivalent, positioned
across the wood cabinet. Space
between plywood supports is not
to exceed 16" on center.
2. Determine layout of
Hardie Backer cement board
• Do not align HardieBacker cement
board with plywood joints.
• Score and snap boards to required
sizes and make necessary cutouts.
• We recommend an 1/8" gap from
board edges.
3 Attach HardieBacker '
cement board to countertop
• Apply a supporting bed of dry-set
mortar or modified thinset to plywood
with a 1/4" square- notched trowel.
Mastic can also be used with a 5/32"
V- notched Vowel
• Use the fastener pattem as a guide.
Fasten HardieBacker cement board
with specified nails or screws (as
listed in "Materials Required ") every
8" over the entire surface. Keep
fasteners 3/8" from board edges
and 2" in from board corners.
4. Tape joints prior to tiling
• Prior to setting the tile, fill all joints with
the same mortar used to set the tiles.
• Embed 2" wide high- strength
alkali- resistant glass fiber tape
in the mortar and level.
F
We recommend 1/4" HardieBacker'" board
is needed for transition.
1. Ensure subfloor is
structurally sound
On existing structures:
• Ensure subfloor is not damaged.
Replace any loose, warped, uneven
or damaged sections of floor
• Make certain subfloor is a clean
and flat surface.
For all floors:
• Use minimum 5/8 exterior
grade plywood or 23/32 OSB with
Exposure 1 classification or better,
complying with local building codes
and ANSI A108.11.
o F 4° coed �
• sex ceed -?
• The floor must be engineered not to
exceed the L/360 deflection criteria
(1/720 for natural stone), including
live and dead design loads, for the
specific joist spacing used.
2. Determine layout Of
HardieBacker "' cement board
• Stagger all HardieBacker cement
board joints. Do not align with
subfloor joints.
• Never allow all four corners of
boards to meet at one point.
• We recommend an 1/8" gap
between board edges.
• Keep sheet edges 1/8" back from
walls and cabinet bases.
• Score and snap boards to required
sizes and make necessary cutouts.
for floor applications, unless 1/2" thickness
3. Attach HardieBacker
cement board to subfloor
• Apply a supporting bed of mortar or
modified thinset to subfloor using a
1/4" square- notched trowel.
• Embed HardieBacker cement board
firmly and evenly in the wet mortar.
• Use the fastener pattern as a guide.
Fasten HardieBacker cement board
with specified nails or screws (as
listed in "Materials Required ") every
8" over the entire surface. Keep
fasteners 3/8" from board edges
and 2" in from board corners.
• Set fastener heads flush with the
surface without overdriving.
4. Tape joints prior to tiling
• Prior to setting the tile, fill all joints
with the same mortar used to set
the tiles.
• Embed 2" wide high- strength
alkali - resistant glass fiber tape
in the mortar and level.
Wall Installation
1. EMU! e framing is
structurally sound
• Must comply with local building
codes and ANSI A108.11.
• Use a minimum of 2" x 4" wood studs
or 20-gauge metal studs, which must
be straight, properly aligned and
spaced a maximum of 16" on center.
• In tub and shower enclosures,
ensure that the framing is adequately
reinforced at the corners.
2 Determine layout of
HardieBacker cement board
• Boards may be installed vertically
or horizontally.
• Edges of the board parallel to
framing must be supported by a
structural framing member.
• Score and snap boards to required
sizes and make necessary cutouts.
3. Attach Harc
cement boy
• See applicablr
codes regardii
requirements.
• Install boards
or shower pan
• Fasten cemen
nails or screw:
"Materials Rec
of 8° on cente
• Keep fastener:
edges and 2"
• Set fastener hi
surface, withoi
4. rape joints
• Fill all joints wi
(see "Material:
• Embed 2" wig
alkali - resistanl
in the mortar
WARNING AVOID BREATHING SILICA DUST: James Hardie' pro(
crystalline silica, which Is known to the State of California to causer
by IARC and NIOSH to be a cause of cancer from some occupat
excessive amounts of respirable silica dust can also cause a r
fatal lung disease called silicosis, and has been linked with other
suggest smoking may increase these risks. During Installation, use
cutting or, use score & snap technique. During clean -up, use HERA
methods —never dry swedp. For further information, refer to our In:
Material Safety Data Sheet available at www.Jameshardie.00m or b)
(1- 800 -942- 7343). FAILURE TO ADHERE TO OUR WARNINGS, MS
IALCTRI1rTrnAIC MAY r Fen TA CFRInt PFRCnAIeI u' 11 IRY nn nFAT
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7F '
DEC -18 - 2009 14:29 From:PACIFIC POLYMERS INC 7148955915
COATINGS
To: Chul Kim
Re: Drawing Approval
Dear Mr. Kim,
After reviewing the drawings Tabled 4A-4D submitted to Pacific Polymers by you, I have found them to
be acceptable and warrantable by Pacific Polymers.
December 18, 2009
• SEALANTS
Charles Nelson
Technical Representative
Pacific Polymers Inc.
Nab Pohlman, a=
AO flWr ,
Pacific Polymers, Inc.
Corporate Offices: 12271 Monarch Sheet, Garden Grove, CA 92841 USA
Phone: 800.888.8340 ' 714.898.0025 • Fax 714.898.5687 • vn w.pscpoly•con+
To:12062410259 Paee:1'1
MEMBRANES •
POLYUREAS
DEC -1( -dd 1Fi: From :PACIFIC POLYMERS I
- � . >�.....,.. _ .
COATINGS SEALANTS
tit N -5 &'r-
7148955915 To:1206241029 Page:2'3
Pacific Polymers, Inc.
Corporate Offices: 12271 Monarch Street. Garden Grove. CA 92841 USA
Phone: 800.888.8340 714,398.0025 ' Far 714.898.5687 ' www.pacpoly.com
MEMBRANES PQLYUREAS
t-5 ' 1 1 230
ELASTO -DECK 5000 X2
POLYURETHANE DECK COVERING
FOR WATERPROOFING CRITICAL AREAS
1. PRODUCT NAME
ELASTO -DECK 5000 X2
ELASTO - DECK 5000 X2 is an elastomeric coating
system for walking decks, balconies, patios, roofs, etc.,
where an absolutely waterproof coating is crucial, such
as above living quarters or any other occupied areas.
2. MANUFACTURER
PACIFIC POLYMERS INTERNATIONAL, INC.
12271 Monarch Street
Garden Grove, CA 92841
714/898 -0025
FAX (714) 898-5687
3. PRODUCT DESCRIPTION
Composition: Liquid- applied, single- component,
moisture-cured, polyurethane deck covering system. The
ELASTO - DECK 5000 X2 system consists of the
ELASTO -DECK 5001 base coat, ELASTO -GLAZE 6001
AL top coat and a primer where necessary. ELASTO -
DECK 5000 X2 is available in a natural aggregate or a
pigmented finish.
Basic Uses: For waterproofing patios, sundecks,
stairways, balconies, roofs, etc. ELASTO -DECK 5000
X2 can be used on all decks where a waterproof skid -
resistant, long - lasting, wear- resistant surface is required.
It may be used on new decks as well as on old concrete
decks which are damaged, or cracked. The system is
suitable for exterior as well as interior applications in all
kinds of climates. The coating retains its elastomeric
properties in below freezing weather as well as in very
hot climates. The complete system including aggregate is
approximately 1/8' thick (3.2 mm).
Limitations: All materials shall be delivered to the jobsite
in unopened containers dearly marked and labeled.
Containers that have been opened must be used up
within one or two days since these materials are
moisture - reactive. The coating sets up when exposed to
air. All surfaces must be completely free of foreign matter
and primed where necessary.
Colors: Concrete Grey, Tan
Sizes: Available in 1 gallon cans, 5- gallon pails and 55-
gallon drums. Weighs 10 lbs. per gallon (4.5 kg/gallon).
Pacific Polymers International, Inc.
Standards: City of S.F. approval No. 07570 PAC. 197
Complies with A.S.T.M. C- 957-87
WARNINGS AND HAZARDS:
Before using the products„ always refer to MSDS for
important wamings and safety information. Use only in
areas with adequate ventilation. Avoid breathing vapors.
Keep away from heat and flame. Avoid contact with eyes
and skin. In the event ' of skin contact, remove
immediately and wash with warm, soapy water. Wear
suitable eye protection. Always wash hands before
eating.
4. TECHNICAL DATA
(See chart on Page 3)
5. INSTALLATION
Surface Preparation: All surfaces which are to receive
ELASTO - DECK 5000 X2 shall be free of contamination
such as water, curing compounds, hardeners, bond -
breakers, paint, etc. A Tight broom -finish is recommended
for concrete surfaces. It Is desirable to watercure
concrete in lieu of curing compounds. Only exterior grade
plywood should be used.; Contaminants should be
removed by sandblasting or acid-etching. If etching is
used, properly neutralize the acid and allow adequate
time for surface to dry. Except for non - moving shrinkage
cracks, all other cracks and joints must be sealed with
ELASTO -THANE 230, a single-component, moisture-
cured polyurethane sealant manufactured by PACIFIC
POLYMERS INTERNATIONAL, INC. All surfaces, where
necessary, must be primed with DECK -THANE PRIMER
prior to application of the coating system at a rate of 355
square feet per gallon (8.6 mMiter)
All seams between plywood sheets and those between
metal flashing and the plywood deck must be reinforced
by imbedding a 4 -inch (10 cm) wide strip of glass cloth
tape in wet ELASTO -DECK 5001, which is brushed
evenly over the seam in a vyidth of about 5 inches (12.7
cm) and a thickness of about 20 mils wet (.5 mm). The
application of ELASTO -DECK 5001 can subsequently be
made immediately over the entire area, induding the
taped areas.
12271 Monarch Street, Garden Grove, CA 92841 USA • Toll Free: 800.888 834.0 • Phone. 714 898 0025 • Fax 714 898 5687 • www pacpoly com
Application: ELASTO -DECK 5001 shall be applied to
the plywood or primed concrete at a rate of 55 square
feet per gallon (1.47 m resulting in a• dry film
thickness of 25 mils (.6 mm). After a 24 -hour cure,
another coat of ELASTO -DECK 5001 is applied at the
same 25 mil (.6 mm) coverage for a total dry thickness of
50 mils (1.27 mm). ELASTO -DECK 5001 Non - Gassing
may be substituted for ELASTO -DECK 5001 and applied
in one coat at the rate of 28 square feet per gallon (0.74
m ELASTO -DECK 5001 Non - Gassing may be
used in a single 50 mil application over sound surfaces
without danger of gassing. Application must be made
uniformly to avoid thin spots and care must be taken to
avoid pinholes and repair them should they occur.
ELASTO -DECK 5001 Non - Gassing may be accelerated
to cure in just a few hours by adding approximately 12
fluid ounce of water per gallon of material. Following a 24
hour cure, apply ELASTO -GLAZE 6001 AL pigmented, at
the rate of 120 square feet per gallon (2.8 m fits*.
Broadcast the desired aggregate into the wet coating to
refusal.
After an ovemight cure, sweep or blow off all the loose
aggregate and apply another coat of ELASTO -GLAZE
6001 AL, pigmented or dear at a coverage of 110 square
feet per gallon (2.7 m Coverage will vary
depending on the size of aggregate used.
Allow 48 hours cure time before permitting any traffic on
the finished system.
6. AVAILABILITY AND COST
ELASTO -DECK 5000 X2 is supplied through building
material dealers. Prices vary with quantity and packaging.
Quotations are made on request.
These products are designed and manufactured to be
installed by professional installers familiar with surface
preparation and application procedures. All others
should consult a professional installer; those who choose
to install these products without professional assistance
do so at their own risk.
7. PRODUCT WARRANTY
Satisfactory results depend not only upon quality
products but also upon factors beyond our control;
methods of application and site conditions are examples
of such factors and can affect product performance. This
warranty consequently extends only to products installed
in strict accordance with the manufacturers
specifications.
It is the user's responsibility to satisfy himself, by his own
information and tests, of the s of the product for
his own intended use; user assumes all risk and liability
resulting from his use of the product. The substrate to
which the product is applied must be sound structurally
and otherwise. Structural ' or substrate failures o•
imperfections resulting In damage to or failure of th
product are not covered by this warranty. Since the use
of the product is beyond the control of the manufacturer,
the manufacturer assumes no liability for misapplication
and misuse of the product.
This warranty does not cover consequential damages,
nor does it cover the labor attendant to replacing product
in the event of a product failure. The warranty only
extends to replacement of the product itself.
All products proven to be defective in manufacture will be
replaced at no charge. Since the use of these products is
beyond our control we cannot accept damage in excess
of the purchase price of these products.
8. MAINTENANCE
Since, as with all.deck coatings, the topcoat is subject to
staining by such foreign ma as nitrates, fertilizers,
hard water, and other substances, it must be maintained.
Please refer to the Maintenance Manual for proper
maintenance procedures. The manufacturer is not liable
for staining caused by hard water deposits, nitrates,
fertilizers and other foreign matter.
If ELASTO -DECK 5000 X2 is damaged, it can be
repaired by cleaning the surface with Acetone and
recoating it with ELASTO -DECK 5000 X2 system.
9. TECHNICAL SERVICES
All of the latest updates to product data and
specifications are available at the Pacific Polymers
International, Inc. website at www.pacoolv.com. Since
product data and specifications change, it is the user's
responsibility to make certain the most current versions of
product data and specifications are being used.
Technical assistance can be obtained by contacting:
PACIFIC POLYMERS INTERNATIONAL, INC.
12271 Monarch Street
Garden Grove, CA 92841
714/898 -0025
FAX (714) 898 -5687
2 Rev. 06 -23 -06
4. TECHNICAL DATA (ELASTO -DECK 5000X2)
Property
Hardness
Ultimate Tensile Strength
Ultimate Elongation
Adhesive Peel Strength
on Primed Concrete
Peel Strength on Plywood
Solids Content
Water Absorption
Temperature Service Range
Viscosity at 77 °F (25 °C)
Moisture Vapor Transmission
Abrasion Resistance
Tear Resistance
Perpendicular Bond- strength
on Plywood
Weight per Gallon
Measuring Standard
and Conditions
Shore 'A"
A.S.T.M. D -2240
A.S.T.M. D -412
A.S.T.M. D-412
A.S.T.M. D -903
A.S.T.M. D -903
A.S.T.M. 0-2369
A.S.T.M. D -471
A.S.T.M. D- 1004 -66
Shelf Life
(when stored indoors at 77 (25 ° C) in unopened containers)
Results Base coat
ELASTO-DECK 5001
55
975 psi
825%
90 P.L.I.
95 P.L.I.
cohesive failure
91+ 2% by weight
88+ 2% by volume
<1% by weight
-50 °F to + 200 °F
-45 °C to + 93 °C
Brookfield Viscometer 70 + 10 poises
A.S.T.M. E96-66
Procedure
(a) 15 mil (0.015") dry film (.38mm) 3.7 perms t 0.6
(b) 30 mil (0.30") dry film (.76mm) 2.4 perms t 0.4
Cured 7 days at 77 °F(25 °C), 50% RH
A.S.T.M. C- 501 -62T 30 mil No change in weight
dry film on 4'x4 "(10cmx10cm)
metal, CS-17 wheel, 1000 rev. with
1000 grams weight
220 pounds per
linear inch
185 psi
plywood failure
9.7 +.2 lbs.
Results Top Coat
ELASTO -GLAZE 6001 AL
92
2,600 psi
190%
210 P.LI.
N/A
80+ 2% by weight
78± 2% by volume
0.03% by weight
-50 ° F to + 200 °F
-45 °C to + 93 °C
35 + 5 poises
0.8 perms
No change in weight
188 pounds per
linear inch
N/A
9.9+:2 lbs.
6 months
3 Rev. 06 -23 -06
TUFFLEX IBC Solvent Free "TUFF"
Resin Binder Concentrate (RBC)
Water Catalyzed Ukethane (WCU) Membrane Material
PRODUCT DESCRIPTION: TUFFLEX RBC Solvent Free "11 UFF' is a
liquid applied Water Catalyzed Urethane (WCU) elastomeric membrane 1
that is used in many of the TUFFLEX Specified Systems.
BASIC USES: When properly applied, this material will provide a
seamless and flexible membrane that protects against water damage. It is
commonly used in the TUFFLEX Specifications for protecting concrete and
plywood pedestrian walking decks — including hard usage ski Meson sun
decks, vehicle parking decks, mechanical equipment room waterproofing
and as a tinder tile waterproofing membrane. (For use on plywocid decking
systems it is also recommended that you refer to the TUFFIEX RBC
Solvent Free "SOFT' Technical bulletin for further information.) It is also
used to provide seamless and cushioned membranes and mats o'er porous
concrete in veterinary and locker room areas. This material is also widely
used to provide seamless and flexible waterproofing and ru tproofing
decking systems on ships. TUFFLEX Solvent Free Systems allow for ease
of application in interior areas aw well as exterior areas. Refer to the
TUFFLEX Specifications for further information and ideas.
SURFACE TEXTURES: Depending on the intended usage, TUFFLEX
Membranes may be used with various surface textures. Surface t tures can
range from very rough for maximum slip resistance to very smoo for ease
of cleaning. Refer to the TUFFLEX Advisory "SURFACE RES
ON TUFFLEX MEMBRANES" for further information and ideas
PRODUCT ECONOMY & VERSATILITY: TUFFLEX Resin Binder
Concentrate (RBC) is just that —a concentrate! When you add the 25%
catalyzing water you also increase the yield of the product by that amount.
If filler materials, such as sand or rubber, are added for sloping; filling or
coving purposes, the product yield increases further and the actual price per
gallon again decreases. Please review the TUFFLEX Photo Job Histories on
our web site or on our CD. The TUFFLEX CD contains a match larger
selection of photo job histories and can be ordered through our Web site. It
is a reference for the many uses for this versatile material and systems.
LIMITATIONS:
a) All surfaces to receive TUFFLEX RBC SOLVENT FRED "TUFF
must meet all applicable building and safety codes in the prescribed city,
county or state, which ever has jurisdiction. Substrate must be structurally
sound and sloped for proper drainage (see TUFFLEX Guide Sp
for complete information). NO LIABILITY IS ASSUMED BY
MANUFACTURER FOR SUBSTRATE DEFECTS.
b) Successful bonding requires structurally sound, strong, clean
substrates. The substrate must be cleaned to ensure that it is free r all oils,
"laitances ", greases and other contaminations, such as cons a curing
compounds, that may cause poor adhesion of TUFFLEX RBC LVENT
FREE '"TUFF'. After cleaning, the surfaces should be rinsed thoroughly to
remove loose particles and traces of the cleaning membranes, etc., should
not be applied until the surface is dry. Refer to the TUFFLEX Specification
for the appropriate TUFFLEX Primer to be used and for further technical
information.
SHELF LIFE: Nine months in unopened metal containers stored in
moderate temperate conditions.
TECHNICAL ASSISTANCE: Technical information, assistance and
literature is available from TUFFLEX and their authorized materials
distributors. Also please use the TUFFLEX web site for further information
and ideas: www.TUFFLEXPOLYMERS.com
TUFFLEX POLYMERS, LL
MAINTENANCE: If the TUFFLEX Membrane is damaged it can be
repaired in order to retum it to a monolithic state. Clean and abrade the
damaged area. Solvent wipe clean the area with an environmentally safe
solvent as permitted under local regulations. Ensure that the surface is free
of all dust, dirt, oils or other foreign matter that will impair bonding. Allow
the area to completely dry before priming and reapplying the TUFFLEX
Membrane, texture and/or topcoat as needed. Refer to the TUFFLEX
Advisory "MAINTENANCE AND CLEANING GUIDELINES FOR
SURFACING SYSTEMS" for routine cleaning. Refer to the TUFFLEX
Advisory "APPLICATION OF A NEW TOPCOAT' when re- topcoating
the entire deck.
WASTE DISPOSAL: Any liquid material that is not saved should be
disposed of by mixing the material with the appropriate amount of
catalyzing water and disposed of as an inert solid.
Tensile Strength
Elongation
Tear Strength
Hardness
VOC Content
Temp. Service Range
Composition
ASTM D-412
ASTM D -412
ASTM D -1004
TECHNICAL DATA
PRECAUTIONS: This product contains isocyanates. Before using this
product read the container precautionary label and the MSDS data sheet
carefully. Exposure to isocyanates may cause allergic skin or respiratory
reaction. 1)o not get into eyes, skin, or clothing. If contact occurs, flush
affected areas with water. Wash skin and clothing with soap and water.
Personnel applying this membrane should wear protective clothing and
gloves and should use with only adequate ventilation. In confined areas
wear appropriate MSHA/NIOSH approved respirators. Seek medical help
for all -over exposures. THIS PRODUCT IS FOR PROFESSIONAL USE
ONLY.
LIMITED WARRANTY: Tufflex Polymers, LLC ( TUFFLEX) warrants
this product to be free of defects in workmanship and materials only at the
time of shipment from our factory. If any TUFFLEX materials prove to
contain manufacturing defects that substantially effect their performance,
TUFFLEX will, at its option, replace the materials or refund its purchase
price.
This limited warranty is the only warranty extended by TUFFLEX with
respect to its materials. There are no other warranties, including the implied
warranties of merchantability and fitness for a particular purpose.
TUFFLEX specifically disclaims liability for any incidental, consequential,
or other damages, including but not limited to, loss of profits or damages to
a structure or its contents, arising under any theory of law whatsoever.
The dollar value of TUFFLEX'S liability and buyer's remedy under his
limited warranty shall not exceed the purchase price of the TUFFLEX
material to question.
• 10880 Poplar Avenue • Fontana, California 92337
Phone: (909) 349 -2016 • (888) TUFFLEX • Fax: (909) 823 -6309
TECHNICAL BULLETIN
' _ }-
Moisture cured
1300 - 1 500 psi
700 - 800%
140 pli
ASTM D -2240
Calculated
Fed. Std. 141
Polyurethane -
Polyurea Hybrid
Water cured
1000 - 1200 psi
600 - 700%
. 130 pli
65 +/- 5 Shore A
70 gm/Itr
-50 to +200 F
TUFFLEX "TUFF' (07)
TECHNICAL BULLETIN
-- Py 60 -
COLORCOAT AL (HIGH SOLIDS) ESTER
For Use in or outside CALIFORNIA
PRODUCT DESCRIPTION
COMPOSTION: COLORCOAT AL (HIGH SOLIDS) ESTER is a single
component, liquid applied, moisture- cured, polyester - polyurethane surface
protection coating.
BASIC USES: COLORCOAT AL (HS) ESTER is a wear surface and
waterproofing topcoat used in the TUFFLEX Systerus When
COLORCOAT AL (HS) ESTER is incorporated into these syst,� ,',`C', it helps
to waterproof concrete and plywood decks, parking structures, echanical
equipment pads and was that require a seamless membrane f protection
against water damage. It can also be used on substrates i industrial
locations, heavy vehicular and pedestrian traffic areas, and o properly
prepared substrates such as metal, wood, and masonry. COLO COAT AL
(HS) ESTER can also be used as a topcoat for polyurethane etic track
surfaces that need protection from oils, greases, some types f chemical
spillages, and ultraviolet light. Do not use in areas of long standin water such
as water patios and ponds.
COLORS: COLORCOAT AL (HS) ESTER is stocked in the rfUFFLEX
Standard Colors and custom colors are available. Special ordai require a
minimum order of 150 gallons.
PACKING: Available in 5 gallon and 55 gallon containers.
PRE- APPLICATION PRECAUTION
LIMITATIONS: Containers that have been opened must be used within 1
or 2 days since COLORCOAT AL (HS) ESTER is a moi reactive
matenal which sets up when exposed to air. COLORCOAT AL ( ) ESTER
should not be diluted. It is recommended to apply the COLOR OAT AL
(HS) ESTER on a textured surface in order to provide the n ed slip -
resistance. Non - textured surfaces may be slippery under wet conditions.
PRECAUTION: COLORCOAT AL (HS) ESTER is a component of the
TUFFLEX Systems. It should primarily be used as stipulated in the
TUFFLEX SPECIFICATIONS. Results occurring from use other than
what is stipulated in the TUFFLEX SPECIFICATIONS are not tested or
recommended. Ensure that the surface is properly prepared prior to
application.
APPLICATION:
GENERAL: COLORCOAT AL (HS) ESTER requires a few pecautions
to be followed during and after application. Each application should be done
in one complete step. A continuous application will ensure a smooth and
level coat with no lines or streaks to disfigure the deck Apptica on should
not be stopped part way across an area and then completed sev I or more
hours later.
MIXING INSTRUCTIONS: Before application, brielfly mix
COLORCOAT AL (HS) ESTER using a mechanical mixer (1iff)1 Mixer) at
slow speeds or mix for at least 5 minutes, if mixed by hand. Care should be
taken not to whip air into the product as this may cause pin holes. Mix
COLORCOAT AL (HS) ESTER thoroughly until a homogeneous mixture
and color is obtained.
APPLICATION: The first coat of COLORCOAT AL (HS) ESTER should
be applied at the rate of 90 to 100 square feet per gallon, depea:iutg upon
surface texture. For best results use a squeegee, trowel or pheoolic core
roller. Spread COLORCOAT AL (HS) ESTER evenly ova the entire deck,
resulting in 12 +1- 2 dry mils. After 24 hours, proceed to the second coat.
(Refer to the TUFFLEX ADVISORY and Technical Bulletin on the
optional COLORCOAT ACCELERATOR in order to speed this time frame
up.) Many Specifications require 2 coats. A third coat may be jneeessary
depending on the job Specifications and requirements. When estimating
material requirements, coverage rates tend to increase per gallon for
subsequent coats of material. Allow each coat to cure a minimum of 24 hours
if the optional Accelerator is not used. To obtain proper adhesion between
coats it is imperative that recoating be done within 48 hours.
CURING: Allow COLORCOATAL (HS) ESTER to cure at least 24 hours
before permitting light pedestrian traffic and at least 72 hours before permitting
heavy traffic on the completed system. Note: Curing time depends on
humidity and temperature. Low temperature and low humidity extend the
curing time. Use the optional COLORCOAT ACCELERATOR to shorten
cure times, refer to the TUFFLEX COLORCOAT ACCELERATOR
ADVISORY and Technical Bulletin.
EOUIPMENT CLEANUP: Equipment should be cleaned immediately with
an environmentally -safe solvent, as permitted under local regulations,
immediately after use.
Physical Property
Coverage Rate
Dry Film Thickness per
Hardness
Shelf Life
Specific Gravity
Tear Resistance Die C
Tensile Strength
Total Solids by Weight ASTM D -2369
Total Solids by Volume ASTM D -2697
Ultimate Elongation ASTM D-4I2
Viscosity at 24°C (75 °F)
Volatile Organic ASTM D- 2369 -81
Compounds
TECHNICAL DATA
Test Method
Coat
ASTM D -2240
ASTM D -624
ASTM D-412
Results IMetricl Results IEn>;lish(
0.41 1/m 1 gal/100ft
300 ± 50 microns 12 ± 2 mills
95 t -5 Shore A 95 ± 5 Shore A
6 months 6 months
1.5 1.5
44 kN /m 250 +/- 50 pli
25 +/- 2 MP 3500 +/- 300 Ibs/inch
78.8 +/- 2% 78.8 +/- 2%
72.4 +/- 2% 72.4 +/- 2%
250 +/- 50% 250 +1- 50%
2500 ± 500 cps 2500 ± 500 cps
250 gm/liter 2.08 lbs. /gallon
PRECAUTIONS: This product contains flammable solvents. Keep these
materials away from heat, sparks and flames. Personnel applying these
coatings should wear protective clothing, use respiratory protection, safety
goggles and gloves. Avoid contact of material with skin or eyes and avoid
breathing the solvent vapors. Mix and apply in well - ventilated areas and
observe normal safety precautions required for solvent containing materials.
Read the MSDS sheets before using this product. This product is for
professional use only.
LIMITED WARRANTY: Tufflex Polymers, LLC ( TUFFLEX) warrants
this product to be free of defects in workmanship and materials only at the
time of shipment from our factory. If any TUFFLEX materials prove to
contain manufacturing defects that substantially effect their performance,
TUFFLEX will, at its option, replace the materials or refund its purchase
price.
This limited warranty is the only warranty extended by TUFFLEX with
respect to its materials. There are no other warranties, including the implied
warranties of merchantability and fitness for a particular purpose.
TUFFLEX specifically disclaims liability for any incidental, consequential,
or other damages, including but not limited to. loss of profits or damages to
a structure or its contents, arising under any theory of law whatsoever.
The dollar value of TUFFLEX'S liability and buyer's remedy under his
limited warranty shall not exceed the purchase price of the TUFFLEX
material in question.
TUFFLEX POLYMERS, LLC ♦ 10880 Poplar Avenue ♦ Fontana, California 92337
Phone: (909) 349-2016 • (888) TUFFLEX • Fax: (909) 823 -6309
COLORCOAT AL (HS) ESTER (07)
i - , ' 6 3 , z6 - Cott' of Tukwila
- 1� (A/444 p��� �Q t / _ ,EU LOli�Ci DIVISION
vow
% j
LkJ 4- 21-- r-a d (v" -.+—I, rct r^.�
Plar review approval Is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt o' approved Field Copy and conditions Is arknowtedged:
FILE C
Permit No.
Date: 7l/
RECEIVED
CITY OF TUKWILA
JUN 2 710US
PERMIT CENTER
3
/
'
� X IZ J oI --
L
D _ � 5"
•
4 S
a 4v . h � < <�
Ar■i g c z PIo - P17 lu
'' " --- - R EVIEWED F _
CO DE COMPLI CE
APPROVED
JUL 01 2008
City Of kwila
B ILD DIVIS
ISION IN 1
:I1
�a a
241
•
'.
Departm
ary 10, 2007
Chul Kim
3721 S. 152 " St., #40
Tukwila, WA 98188
RE: RFA05 -283
Dear Mr. Kim:
City of Tukwila
The purpose of this letter is to confirm to you the results of our inspection last Thursday
of each deck at the Woodside apartments. We visually inspected each deck exterior to
determine if any posed an immediate danger to tenants. Below is the Building Official's
detail:
Inspection Results
Four j oists exhibit 2 -3" of visible deca alon: to. ed_e.
Deckin_ exhibits visible deca . Im.ro.er re air of j oists.
Four joists exhibit visible decay along top edge. Improper
re air of j oists.
Im.ro.er re air of joists
Three joists exhibit visible decay. Decking exhibits visible
deca .
OK
Two joists exhibit 2 -3" of visible decay along top. Improper
re air of j oists
Deck constructed of untreated wood. No deca •resent.
Potentially
Hazardous?
Yes
Yes
21
Apartment
16
15
14
13
8
5
40 Two joists exhibit 2 -3" of decay along top edge. Improper
re .air of joists.
36 Three j oists im ro erl re aired.
39 Four joists im .ro seri repaired.
35 Three j oists exhibit deca alon_ to. ed :e.
38 Four joists exhibit 2 -3" of deca alon
34 to. ede.
4
Two j oists exhibit 2 -3" of decay alon: to. ed:e.
37 Four j oists exhibit deca and improperly repaired.
33 Four joists improperly repaired. Visible decay on header.
Im.ro.er re airs and use of an le iron for su..ort.
25 Three j oists improperly repaired.
.
Yes
Three joists exhibit visible decay along top. Five joists Yes
j
Yes
im.ro.erl repaired.
INCOMPLETE
LTR# 1
6300 Southcenter Boulevard, Suite #100 • Tukwil Washington 08188 • Phone: 20b -431 -3670 • Fax: 206-431-3665
Yes
Yes
Steven M. Mullet, Mayor
Steve Lancaster, Director
RECEIVED
CITY OF TUKWILA
MAY 3 0 2008
PERMIT CENTER
As we discussed with you during the inspection, you should immediately notify the
tenants in writing to restrict use of those decks indicated above as potentially hazardous.
Tenants should not use the decks for any type of storage and should limit the number of
people on the deck to one at any given time. Please provide us with a copy of the notices
sent to each tenant.
The City's expectation is that all the improper repairs and evidence of decay noted above
will be properly repaired during your major renovation. We will expect to have a permit
application submitted by March 1, 2007. Should you decide not to proceed with the
renovation, you will be required to make repairs to each deck as required.
If you have any questions, please let me know.
Sincerely,
lc ( _zdtC CJ��,,
Kathryn A. Stetson
Code Enforcement Officer
22
Five joists improperly repaired.
Yes
26
Unable to inspect due to plastic covering entire underside of
deck.
27
OK
23
Five joists improperly repaired.
Yes
24
OK
28
OK
As we discussed with you during the inspection, you should immediately notify the
tenants in writing to restrict use of those decks indicated above as potentially hazardous.
Tenants should not use the decks for any type of storage and should limit the number of
people on the deck to one at any given time. Please provide us with a copy of the notices
sent to each tenant.
The City's expectation is that all the improper repairs and evidence of decay noted above
will be properly repaired during your major renovation. We will expect to have a permit
application submitted by March 1, 2007. Should you decide not to proceed with the
renovation, you will be required to make repairs to each deck as required.
If you have any questions, please let me know.
Sincerely,
lc ( _zdtC CJ��,,
Kathryn A. Stetson
Code Enforcement Officer
DECK REPAIR NOTES
DECK PLAN BELOW IS FOR CODE REFERENCE ONLY TO ASSIST IN REPAIRING
THE DAMAGED DECKS. (ONLY REFER TO THAT WHICH IS APPLICABLE.)
DECK REPAIRS SHALL COMPLY WITH THE FOLLOWING CONDITIONS:
* NEW LUMBER USED TO REPAIR OR REPLACE EXISTING DAMAGED LUMBER
SHALL BE SIZED TO MATCH EXISTING MATERIALS.
* NEW FRAMING LUMBER SHALL BE PRESURE TREATED OR RATED AS
OUTDOOR DECK WOOD.
* NEW HARDWARE SHALL BE GALVANIZED AND SIZED ACCORDINLY TO
LUMBER CONNECTIONS AND INSTALLED PER MANUFACTURES SPECIFICATIONS.
* REMOVE DAMAGED OR ROTTED JOIST, DECK BOARDS OR SHEATHING,
INCLUDING RUSTED OR DAMAGED HARDWARE FOR LUMBER CONNECTIONS.
* FLASH AND /OR CAULK AT EXTERIOR BUILDING WALLS WHERE DECKS ARE
ATTACHED TO PREVENT MOISTURE INRUSION, BY USING THE APPROPRIATE
METHOD OR MATERIALS DESIGNED FOR EACH APPLICATION.
GUARD RAIL
4X4 POST
3/8 MIN. BOLTS
NUT AND WASHERS
EACH END
POSITIVE CONNECTIONS
REQUIRED
2' -0"
MAXIMUM
CANTILEVER
POST BASE IN CONCRETE FOOTING
ELEVATED TO PREVENT
GROUND CONTACT.
SPACED TO NOT ALLOW
PASSAGE OF A 4 INCH
DIAMETER SPHERE
o u v
e
*
JOIST HANGER
BEAM SIZED FOR SPAN PER JOIST SIZE
POST BEAM HARDWARE
(POST CAPS)
4X4 MIN. POST
FINISH GRADE
FOOTING
NOTE:
*AII support framing shall be pressure treated. (IRC Section R319 & R319.1.2)
*Decking, railing balusters and hand rails shall be treated outdoor wood or similar.
*Current chemical treatment for wood preservative will damage light galvanizing on
bolts, nails and hangers. Use hot dipped galvanizing, stainless steel or better.
GUARD RAIL
36" TO 38" HIGH MAX.
PERMIT # Dor -26f
BUILDING # /
APT # 6, /, r
RECEIVED
CITY OF TUKWIt A
1JUN 0 9 2008
PERIM
EXISTING HOUSE
BALUSTERS (TYP.)
2X FASTENED TO
EXTERIOR WALL
DECKING
FLASH
(SEE DETAIL BELOW)
1/2" MIN.
LAG BOLTS
(SEE TABLE F • �1± `, OL
' `' , CE
III w1�l. j;� "
DE COM
CO BOA ""
FLASH BEHIND SIDING
AND BELOW DECKING
FLASH BEHIND LEDGER
SIDE VIEW
10 -01 -2010
CHUL KIM
PO BOX 69517
SEATTLE WA 98168
RE: Permit No. D08 - 261
3721 S 152 ST TUKW
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform
Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the
provisions of these codes shall expire by limitation and become null and void if the building or work authorized
by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work
authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 11/28/2010.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final
inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is
due to expire. Address your extension request to the Building Official and state your reason(s) for
the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is
determined that your extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 11/28/2010, your permit will
become null and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File: Permit File No. D08 -261
Department of Community Development
Jim Haggerton, Mayor
Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
•
December 24, 2009
Chul M. Kim
PO Box 69517
Seattle, WA 98168
Dear Mr. Kim,
Sincerely,
Jennf fer Marshall
File:
t Technician
Jim Haggerton, Mayor
Department of Community ' evelopment Jack Pace, Director
RE: Request for Extension
Development Permit Nos D08 -170, D08 -261, D08 -262
Mechanical Permit Nos M08 -232 & 233
Woodside Apartments — 3721 S 152 St
This letter is in response to your written request for an extension to Permit Numbers D08 -170,
D08 -171, D08 -262, M08 -232, and M08 -233. The Building Official has reviewed your letter and
considered your request to extend the above referenced permits.
At this time no action is being taken on D08 -261 and D08 -262. The final inspection on these is
pending approval of the deck details by Dave Larson.
The remaining permits, D08 -170, M08 -232, and M08 -233 will be extended. The City of
Tukwila Building Division will be extending your permits an additional 180 days from the date
of expiration, through June 21, 2010.
If you should have any questions, please contact our office at (206) 431 -3670.
Permit No. D08 -170, D08 -261, D08 -262, M08 -232, M08 -233
W:\Permit Center\Extension Letters\Denials\Permits\D08 -262 Permit Extension Denial.doc
jem
6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 m Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665
November 30, 2009
Jenifer Marshall, Permit Technician
City of Tukwila
6300 Souhcenter Blvd., Suite 100
Tukwila, Wash 98188
Re: Request for extension of permits
Dear Jenifer
I would like to apply for extensions of permits nos. M08 -232, M08 -233, D08 -261, D08 -262 and
D08 -170 to allow more time to complete and obtain approvals for works started under those permits.
Thank you for your assistance in these matters.
Sincerely yours,
Chul M. Kim
P 0 Box 69517
Seattle, Wash 98168
206 - 835 -6300
o. K.40 .ems
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iz -
/2d Q,G
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alte
he
CRT e CeVeD
'DEC 01 1009
PER1417 CEIUrE R
December 4, 2009
City of Tukwila
6300 Southcenter Boulevard
Tukwila, Washington 98188 -8548
Mr. Bob Benedicto
Building Official
Dear Mr. Benedicto,
Thank you for your courtesy to me this morning, and for your willingness to work with
us as we seek to improve our property and satisfactorily comply with the City of
Tukwila's code requirements.
Please be advised that I have designated Brian Derdowski to act as my representative in
working with the City on all permit related issues, subject to my approval and until
further notice.
I will continue to sign all legal documents and be responsible for all applicable fees.
I'm sure that you will enjoy working with Mr. Derdowski as much as I have over the last
couple of weeks.
Sincerely,
Chul Kim
RECEIVED
DEC 0 4 2009
PERMIT CENTER=.
September 14, 2009
Chul Kim
PO Box 69517
Seattle, WA 98168
RE: Request for Extensions #3
Development Permit Nos D08 -261 & 262
Woodside Apartments — 3721 S 152 St
Dear Mr. Kim:
This letter is in response to your written request for an extension to Permit Numbers D08 -261
and D08 -262. The Building Official has reviewed your letter and considered your request to
extend the above referenced permits. The City of Tukwila Building Division will be extending
your permits an additional 90 days from the latest date of expiration, through December 10,
2009.
These permits were obtained as the result of a notice and order and the work must be completed.
Please note, that per the Building Official, this is to be the last extension granted. If final
inspections are not approved on or before this expiration date (December 10, 2009), the
City will pursue legal action to complete this work.
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
File:
ifer Marshall
it Technician
•
City of Tu = aka
Department of Community Development Jack Pace, Director
Permit No. D08 -261 & 262
W:\Permit Center\Extension Letters\Permits\2008\D08 -262 Permit Extension #3.doc
jem
•
Jim Haggerton, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
• •
August 21, 2009
Jennifer Marshall
Permit Technician
Dep. Of Community Development
City of Tukwila,
6300 Southcenter Blvd., Suite 100
Tukwila, Wash 98188
Re: Permit nos. D08 -261 and D08 -262
Permit nos. EL08 -1540 through 1555
Dear Jennifer Marshall
This is in response to your letters dated July 31, 2009 informing me that above stated
permits will expire unless inspections are requested or written request for extensions are
submitted prior to 9/29/09.
Substantial works are completed as of this date and inspections will be requested shortly
for certain permits. However, please approve extensions for all of above stated permits to
allow time to complete work since substantial amount of work still need to be completed
under so many permits..
Sincerely yours,
c %✓
/1 / 4- 1 ‘1,-
Chul M. Kim
PO Box 69517
Seattle, Wash 98188
206 - 835 -6300 cell
(S 464#t( Terrxi +S
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ea..p re. -09 12/10101
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AUG 2 5 2009
CHUL KIM
PO BOX 69517
SEATTLE WA 98168
RE: Permit No. D08 - 261
3721 S 152 ST TUKW
Dear Permit Holder:
•
City of Tukwila
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform
Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the
provisions of these codes shall expire by limitation and become null and void if the building or work authorized
by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work
authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 09/26/2009.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final
inspection. Each inspection creates a new 180 day period.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is
due to expire. Address your extension request to the Building Official and state your reason(s) for
the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is
determined that your extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 09/26/2009, your permit will
become null and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely, )viAss_
fer Marshall
t Technician
File: Permit File No. DO8 -261
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
January 12, 2009
Chul Kim
PO Box 69517
Seattle, WA 98168
RE: Request for Extensions
Development Permit Nos D08 -261 & 262
Plumbing /Gas Piping Permit No PG08 -107
Electrical Permit No EL08 -358
Woodside Apartments — 3721 S 152 St
Dear Mr. Kim:
• •
Cizy of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
This letter is in response to your written request for an extension to. Permit Numbers D08 -261,
D08 -262, PG08 -107, and EL08 -358. The Building Official has reviewed your letter and
considered your request to extend the above referenced permits. The City of Tukwila Building
Division will be extending your permits an additional 180 days from the latest date of expiration,
through June 27, 1.009, as requested.
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
e fer Marshall
e it Technician
File: Permit No. D08 -261 & 262, PG08 -107, and EL08 -358
P:\Permit Center\Extension Letters\Permits\2008\ELO8 -358 Permit Extension.doc
jem
6300 Southcenter Boulevard. Suite #100 • Tukwila. Washinzton 98188 • Phone: 206 - 431 - 3670 • Fax: 206 - 4.31 - .366S
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CHUL KIM
PO BOX 69517
SEATTLE WA 98168
RE: Permit No. D08 -261
3721 S 152 ST TUKW
Dear Permit Holder:
Thank you for your cooperation in this matter.
Je fer Marshall,
't Technician
xc: Permit File No. D08 -261
City of Tukwi
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writinz and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 12/29/2008 , your permit will become null and
void and any further work on the project will require a new permit and associated fees.
6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665
May 26, 2009
Chul Kim
PO Box 69517
Seattle, WA 98168
RE: Request for Extensions
Development Permit Nos D08 -261 & 262
Woodside Apartments — 3721 S 152 St
Dear Mr. Kim:
This letter is in response to your written request for an extension to Permit Numbers D08 -261
and D08 -262. The Building Official has reviewed your letter and considered your request to
extend the above referenced permits. The City of Tukwila Building Division will be extending
your permits an additional 90 days from the latest date of expiration, through September 26,
2009.
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
1 t ,
fer Marshall
e it Technician
File: Permit No. D08 -261 & 262
City of Tukwila
W:\Pemiit Center\Extension Letters \Pernuts\2008\D08 -262 Permit Extension #2.doc
jem
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 o Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
•
• •
May 1, 2009
Bill Rambo
Permit Technician
City of Tukwila,
6300 Southcenter Blvd., Suite 100,
Tukwila, Wash 98188 %
Re: Permit No. D08 -261 and D08 -262 e
"C . OW' Gilea.
Dear Mr. Rambo
This letter is in response to your letter dated May 4, 2009.
I am waiting direction from Fire Marshall of City of Tukwila on the type of construction
acceptable to his department before final work under this permit can be completed.
Even after the type of construction acceptable to Fire Marshal is determined it will still
take additional few months to complete the work and obtain final inspection. Therefore, I
request for an additional 90 days extension under this permit to complete the work.
Sincerely yours,
J
Chul M. Kim
P 0 Box 69517
Seattle, Wash 98168
V ek
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aveceveD
env OP rt
r 1AY 1 9 2009
PERMIT CENTTFt
O, fS. 4a 90 clae .
0s72�4I
P w(Z1Ii,
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05 -04 -2009
CHUL KIM
PO BOX 69517
SEATTLE WA 98168
RE: Permit No. D08 -261
3721 S 152 ST TUKW
Dear Permit Holder:
•
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 06/27/2009 , your permit will become null and
void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
C 41/A9/ 4
Bill Rambo
Permit Technician
xc: Permit File No. D08 -261
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Brenda Holt, Permit Coordinator
Allen Johannessen, Plan Examiner
Dept. of Community Development
City of Tukwila
6300 Southcenter Blvd., Suite 100
Tukwila, Wash 98188
® •
Re: Permit nos. D08 -261, D08 -262, D08 -263, D08 -264 to repair decks at buildings 1,2,3
and 4 at 3721 S. 152n St., Tukwila, Wash 98188.
Dear Brenda Holt and Allen Johannessen
I have submitted applications D08 -261, D08 -262, D08 -263 and D08 -2 to obtain
permits to repair decks at 3721 S. 152 " St., Tukwila, Wash 98188.
These applications are to address concerns raised in letter dated 1/10/07 by Kathryn A.
Stetson, code enforcement officer, regarding conditions of decks. The letter specifies
what repairs are to be made. It is my intent to repair decks to address concerns raised in
that letter, by specifically repair /replace joists, decks, etc. pointed out in the letter.
Your letter requested under PLAN SUBMITTALS that "structural drawings and
structural calculations sheets shall be original signed and wet stamped be submitted.
Please note that the decks were originally constructed in 1982 with designs approved by
building department and passing building inspections. Some members of decks were
replaced/repaired on going basis over the years. Because the decks were built with
approved designs and passed inspections it is my intent to replace deteriorated wooden
members indicated in 1/10/07 letter from the city as well as other deteriorated wooden
members I find during repair phase. I do not see any reason to submit new structural
designs and calculations with wet stamp of a new structural engineer.
Design of decks with only 6' span is very simple design as shown attached page, Table 13
from International Residential Building Code. The Table shows 2x6 floor joists with span
of 9'9 ", 16' o.c. can support 40# live load. Existing decks has span of only 6' and were
constructed with 2x12 joists 16" o.c. Thus, existing decks were over engineered and
over built and even if half of joist were rotted existing decks will more than support 40#
design live load. It is applicant's opinion that decks as they exist today even with some
portion of joists partially damaged are still strong enough to support 40# design live load
required by building code. Therefore, I do not believe existing decks as it exist today
violate building code.
I am submitting copies of site plan showing locations of decks for all four buildings and
1/10/07 letter from code enforcement officer to show which wooden members of decks
will be repaired/replaced.
RECEIVED
CITY OF TUKWIIA
MAY 3 0 2008
PERMIT CENTER
INCOMPLETE
LTR# I
Sincerely yours,
Chul M. Kim
3721 S. 152 " St., #9
Tukwila, Wash 98188
206 - 835 -6300 cell
•
"E�.�,rit. •
fr
[
it
11'
May 14, 2008
Chul Kim
PO Box 69517
Seattle, WA 98168
Dear Mr. Kim:
Sincerely,
wide_ 140
Brenda Holt
Permit Coordinator
Enclosures
File: D08 -261
•
City of Tukwila
RE: Letter of Incomplete Application # 1
Development Permit Application D08 -261
Woodside Apartment — Bldg 1 — 3721 South 152 Street
P:1Permit Center\Incomplete Letters\2008\D08 -261 Incomplete Ltr # I.DOC
jem
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
May 6, 2008 is determined to be incomplete. Before your application can continue the plan review
process the following items from the following department need to be addressed:
Building Department: Allen Johannessen at 206 433 -7163 if you have any questions
concerning the attached comments.
Please address the comment above in an itemized format with applicable revised plans, specifications,
and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or
other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not
be accepted through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431 -3670.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
• •
Determination of Completeness Memo
Date: May 13, 2008
Project Name: Woodside Apartments, Bldg 1
Permit #: D08 -261
Plan Review: Allen Johannessen, Plans Examiner
Tukwila Building Division
Allen Johannessen, Plan Examiner
The Building Division has deemed the subject permit application incomplete. To assist the applicant in
expediting the Department plan review process, please forward the following comments.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped,
not copied.)
1. Please provide a generic detail design that clearly shows the existing as built deck framing. The details
shall clearly specify type and size of materials recommended for the repairs. In addition to the details
specify type fasteners, flashing, sealants etc, necessary for the repairs.
2. Clearly indicate on the site plan exactly where each repair shall be made or, if applicable, provide
notations on the site plan to indicate all decks shall be repaired. Notes shall be specific for each building.
Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670.
No further comments at this time.
DEPARTMENTS:
t uilding ision
Public Works
Complete
TUES/THURS ROUTING:
Please Route
Documents /routing slip.doc
2 -28 -02
.Y ` fit ..., •-
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D08 -261 DATE: 12 -18 -09
PROJECT NAME: WOODSIDE APTS - BLDG 1
SITE ADDRESS: 3721 S 152 ST
Original Plan Submittal
Response to Correction Letter # X Revision # 3 After Permit Issued
Response to Incomplete Letter #
a
CI �
-01
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -22 -09
Incomplete
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Structural Review Required
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
C
n
Planning Division
❑ Permit Coordinator
Not Applicable
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 01-19-10
Not Approved (attach comments)
DATE:
n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D08 - 261 DATE: 06 -27 -
PROJECT NAME: WOODSIDE APTS, BLDG 1
SITE ADDRESS: 3721 S 152 ST
Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter # X Revision # 1 after Permit Issued
DEPARTMENTS:
011
Buil ing Division
Public Works
Complete
Comments:
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES/THURS ROUTING:
Documents/routing slip.doc
2 -28 -02
PLAN REVIEW /ROUTING SLIP
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
• PERMIT COORD COPY •
Fire Prevention
Structural
Incomplete n
Please Route 1 Structural Review Required
Approved U Approved with Conditions
Notation:
REVIEWER'S INITIALS:
n
n
DATE:
DATE:
Planning Division
n Permit Coordinator
Fl
n
DUE DATE: 07-01-08
Not Applicable n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
DUE DATE: 07 -29-08
Not Approved (attach comments)
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D08 -261 DATE: 05 -30 -08
PROJECT NAME: WOODSIDE APTS, BLDG 1
SITE ADDRESS: 3721 S 152 ST
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter
Revision # after Permit Issued
DEPARTMENTS:
B
Public Works n
•
PERMIT COORD COPY �
PLAN REVIEW/ROUTING SLIP
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete 11 Incomplete
Comments:
TUES/THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
Documents/routing slip.doc
2-28-02
APPROVALS OR CORRECTIONS:
Fire Prevention
Structural
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DATE:
DATE:
Planning Division
Permit Coordinator
DUE DATE: 06-05-08
Not Applicable
No further Review Required
n
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
n
DUE DATE: 07-03-08
Not Approved (attach comments) Ti
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D08 -261
SITE ADDRESS: 3721 S 152 ST
X Original Plan Submittal
Response to Correction Letter #
Revision #
DATE: 05 -06 -08
PROJECT NAME: WOODSIDE APARTMENTS, BLDG 1
Response to Incomplete Letter #
After Permit Issued
DEPARTM NTS: x\-13 �$
&
Bu I.Q g i on
Public Works
D' , u G - t
Comments:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2 -28-02
• PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
- 91 q
Fi re Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete n Incomplete
DATE:
DATE:
Planning Division
Permit Coordinator
DUE DATE: 05 -13-08
Not Applicable n
Permit Center Use Only
INCOMPLETE LETTER MAILED: f% -14- -o b LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 2 Fire ❑ Ping ❑ PW ❑ Staff Initials:(
TUES/THURS ROUTING:
Please Route n Structural Review Required ❑ No further Review Required
DUE DATE: 06 -10-08
Approved n Approved with Conditions n Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
3
STAFF
INITIALS
2.
1,� -1 –, q ct
6
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
3
STAFF
INITIALS
2.
1,� -1 –, q ct
6
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
IN1 S
3
STAFF
INITIALS
2.
1,� -1 –, q ct
6
Summ. of Revision: . , . _4. - 1 o , 4.•...,...t., _, p e , S
Received by: -jLtA ]L__
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
STAFF
INITIALS
ISSUED DATE
3
STAFF
INITIALS
2.
1,� -1 –, q ct
6
3e-ill
Received by: 1 , ( M - iU tA-
i
Summary of Revision: q cal, ex..*)&5
.t,,, 0,,, (k S s,1 4- $ to S c Oef
`f Lt)04' k
Received by:
art'
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
3
1)--1 D
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6
Summary of Revision: e t, , t: 0,A,-� -f 4.; 0,A e (nc nn
Received by: 1 , ( M - iU tA-
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
PROJECT NAME: i PERMIT NO: ' 1 R- 3-( I
SITE ADDRESS: 31)..1 S [S? f ORIGINAL ISSUE DATE: 4-n-or
REVISION LOG
(please print)
(please print)
ease print
ease print
please print
Entered in Permits Plus on
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 1 et g l' 9 Plan Check/Permit Number: boo- -t0 J
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
q - Revision #3 after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Sp-IA5'01/1
Project Address: j 7 Z 1 S , is h) 54-, 7 „'1 a / j. /A 2(r/2 e
Contact Person: c' N 1 / h-- Phone Number: �� -- � S .3 D a
Summary of Revision:
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revise n
t-
Received at the City of Tukwila Permit Center by:
\applications \forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
•
RECFNIM
CITY OF TUKWILA
IDEC 11.8 2009
PERMIT CFNTER
•
City of Tukwila
Revision submittals must be submitted in person at the Permit Center.
the mail, fax, etc.
Date: 1 ��
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
Revision # ' after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Project Name:
Project Address: 7. 1 S j
Contact Person: <fin IA 1 l -t •■••
b . b
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Plan Check/Permit Number:
Wpov.lt76 swUk 1 , TJ�2 InI.11T to
Summary of Revision:
J P tic, 001; S, 1 '
(9J
1
Revisions will not be accepted through
77092
env OF
'DEC 0 4 2009 J _ ,
PERMIT CENTER
Phone Number: )- 17 - , C -L' S -,
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 17-1/9
\applications \forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
ct , Entered in Permits Plus on
•
City of Tukwila
\applications \forms - applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
Revision # / after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Received at the City of Tukwila Permit Center by:
ccolT-1401)
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: M- / Plan Check/Permit Number: D $ D
^tr RECEIVED
JUN 2 7 2008
PERMIT CENTER
Project Name: Aq t,,, 1
Project Address: V72 I r ( S4- . 1 0 . r l.0 l ,v; Le, c,0 l ga
Contact Person: 4,01 (Llwv,
Summary of Revision:
Phone Number: '24- 8 ?S - h 3 o
),Q► p`° P o.S - 4 L V " 1< Au^ 3 F 9 l 3 ► ``o
t . Ii w o o c-te s� me,•( -- 4-1-AA
. 1 •
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Date: c ` o /4PW
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http : //www.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
rfr Response to Incomplete Letter # _ 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: S2aS,o„,S 4 di I
Project Address: 3 1 l t S. ( ', 1 ‹q}- - ; ‘ t, ki I A . wA. • V/8 1? 2?
Contact Person: 1,,u 1 /- r4,.-, Ph one Number: 2-0 4 -- g 3 = 6 3 a a
Summary of Revision: . a- g -14-c, el 1,.14.14 -i
Sheet Number(s):
"Cloud" or highlight all areas of revision including date o
Received at the City of Tukwila Permit Center by:
tA , Entered in Permits Plus on I JD 1 a?
applicationsiforms- applications on linelrevision submittal
Created: 8 -13 -2004
Plan Check/Permit Number: £ Og - 2 (f) 1
revision
Steven M. Mullet, Mayor
Steve Lancaster, Director
R ECEIVE - 0
CITY of Trik . vvi A
MA Y 3 0 2008
PERMIT CENTER
•
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 - 3670 FAX (206) 431-3665
E - mail: tukplanPci.tukwila.wa.us
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
STATE OF WASHINGTON)
) ss.
COUNTY OF KING )
[please print]
1. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with
the State of Washington. The exceptions to this requirement are stated under Section 18.27.090
of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit.
I have read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or
that one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I
hereby attest that after reading the exemptions from the registration requirement of RCW
18.27.090, I consider the work authorized under this permit to be exempt under No. , and
will therefore not be performed by a registered contractor.
5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the
construction of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under state law in any
decision to engage an unregistered contractor to perform cfastruction work.
/J^1/
Owner /O'3ner's Agent
, states as follows:
Signed and sworn to before me this
1 day of v '� , 206 �.
T ' Y PUBLIC in and for the State of Washington
Name as commissioned: )Q l.C//J �P heir
My commission expires: 05--?9-/c)
Residing at
•
Permit Center /Building Division
206 431 -3670
Public Works Department
206 433 -0179
Planning Division
206 431 -3670
PERMIT NO: vo — 1�.t ( mvi j
, County
41
p
18.27.090 Exemptions. The registration provisions of this
1. An authorized representative of the United States
government, the state of Washington, or any
incorporated city, town, county, township, irrigation
district, reclamation district, or other municipal or
political corporation or subdivision of this state;
2. Officers of a court when they are acting within the
scope of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their
own business;
4. Any construction, repair, or operation incidental to
the discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground
mine or mineral deposit when performed by an owner
or lessee;
5. The sale of any finished products, materials, or
articles of merchandise that are not fabricated into and
do not become a part of a structure under the common
law of fixtures;
6. Any construction, alteration, improvement, or repair
of personal property performed by the registered or
legal owner, or by a mobile /manufactured home retail
dealer or manufacturer licensed under chapter 46.70
RCW who shall warranty service and repairs under
chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site
or reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies,
or equipment without fabricating them into, or
consuming them in the performance of, the work of the
contractor;
9. Any work or operation on one undertaking or project
by one or more contracts, the aggregate contract price
of which for labor and materials and all other items is
less than five hundred dollars, such work or operations
being considered as of a casual, minor, or
inconsequential nature. The exemption prescribed in
this subsection does not apply in any instance wherein
the work or construction is only a part of a larger or
major operation, whether undertaken by the same or a
different contractor, or in which a division of the
operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or
that he or she is qualified to engage in the business of
contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage
ditches of regularly constituted irrigation districts or
reclamation districts; or to farming, dairying,
agriculture, viticulture, horticulture, or stock or poultry
chapter do not apply to:
raising; or to clearing or other work upon land in rural
districts for fire prevention purposes; except when any
of the above work is performed by a registered
contractor;
11. An owner who contracts for a project with a
registered contractor, except that this exemption shall
not deprive the owner of the protections of this chapter
against registered and unregistered contractors. The
exemption prescribed in this subsection does not apply
to a person who performs the activities of a contractor
for the purpose of leasing or selling improved property
he or she has owned for less than twelve months;
12. Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether
owned by him or her or not but this exemption shall not
apply to any person who performs the activities of a
contractor on his or her own property for the purpose of
selling, demolishing, or leasing the property;
13. An owner who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of
the state of Washington or licensed by a political
subdivision of the state of Washington while operating
within the boundaries of such political subdivision. The
exemption provided in this subsection is applicable only
when the person certified is operating within the scope
of his or her certification;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an
employee with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28.070, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
17. A mobile /manufactured home dealer or
manufacturer who subcontracts the installation, set -up,
or repair work to actively registered contractors. This
exemption only applies to the installation, set -up, or
repair of the mobile /manufactured homes that were
manufactured or sold by the mobile /manufactured
home dealer or manufacturer;
18. An entity who holds a valid electrical contractor's
license under chapter 19.28 RCW that employs a
certified journeyman electrician, a certified residential
specialty electrician, or an electrical trainee meeting the
requirements of chapter 19.28 RCW to perform
plumbing work that is incidentally, directly, and
immediately appropriate to the like -in -kind
replacement of a household appliance or other small
household utilization equipment that requires limited
electric power and limited waste and /or water
connections. An electrical trainee must be supervised by
a certified electrician while performing plumbing work.
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -367o FAX (206) 431 -3665
E - mail: tukplan0ci.tukwila.wa.us
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
STATE OF WASHINGTON)
) ss.
COUNTY OF KING )
C L , /1/1 tG. 1 6V'
[please print name]
, states as follows:
•
1LT iv
Owner /Owner's Agent*
Residing at
Permit Center /Building Division
206 431 -3670
Public Works Department
206 433 -01 79
Planning Division
206 431 -3670
PERMIT NO: E ",(v f 0 1
�c . /71 — / 2
1. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or that
one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I
hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090,
I consider the work authorized under this permit to be exempt under number . and will therefore
not be performed by a registered contractor.
5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the construction
of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision
to engage an unregistered contractor to perform construction wggk.
Signed and sworn to before me this
day of � "et r , 20 U9.
NOI‘AI* PUBLIC in and for the State of Washington
14
, County
Name as commissioned: /1G o f° C- eicr(
e
My commission expires: 0 J o 1 d
18.27.090 Exemptions. The registration provisions of this chapter do not apply to:
1. An authorized representative of the United States
government, the state of Washington, or any incorporated
city, town, county, township, irrigation district, reclamation
district, or other municipal or political corporation or
subdivision of this state;
2. Officers of a court when they are acting within the scope
of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their own
business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground mine
or mineral deposit when performed by an owner or lessee;
5. The sale of any finished products, materials, or articles of
merchandise that are not fabricated into and do not become
a part of a structure under the common law of fixtures;
6. Any construction, alteration, improvement, or repair of
personal property performed by the registered or legal
owner, or by a mobile /manufactured home retail dealer or
manufacturer licensed under chapter 46.70 RCW who shall
warranty service and repairs under chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site or
reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or consuming
them in the performance of, the work of the contractor;
9. Any work or operation on one undertaking or project by
one or more contracts, the aggregate contract price of
which for labor and materials and all other items is less
than five hundred dollars, such work or operations being
considered as of a casual, minor, or inconsequential nature.
The exemption prescribed in this subsection does not apply
in any instance wherein the work or construction is only a
part of a larger or major operation, whether undertaken by
the same or a different contractor, or in which a division of
the operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or that
he or she is qualified to engage in the business of
contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage ditches
of regularly constituted irrigation districts or reclamation
districts; or to farming, dairying, agriculture, viticulture,
horticulture, or stock or poultry raising; or to clearing or
other work upon land in rural districts for fire prevention
purposes; except when any of the above work is performed
by a registered contractor;
11. An owner* who contracts for a project with a registered
contractor, except that this exemption shall not deprive the
owner of the protections of this chapter against registered
and unregistered contractors. The exemption prescribed in
this subsection does not apply to a person who performs
the activities of a contractor for the purpose of leasing or
selling improved property he or she has owned for less than
twelve months;
12. Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether owned
by him or her or not but this exemption shall not apply to
any person who performs the activities of a contractor on
his or her own property for the purpose of selling,
demolishing, or leasing the property;
13. An owner* who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of the
state of Washington or licensed by a political subdivision of
the state of Washington while operating within the
boundaries of such political subdivision. The exemption
provided in this subsection is applicable only when the
person certified is operating within the scope of his or her
certification;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an employee
with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28.070, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
17. A mobile /manufactured home dealer or manufacturer
who subcontracts the installation, set -up, or repair work to
actively registered contractors. This exemption only applies
to the installation, set -up, or repair of the
mobile /manufactured homes that were manufactured or
sold by the mobile /manufactured home dealer or
manufacturer;
18. An entity who holds a valid electrical contractor's
license under chapter 19.28 RCW that employs a certified
journeyman electrician, a certified residential specialty
electrician, or an electrical trainee meeting the
requirements of chapter 19.28 RCW to perform plumbing
work that is incidentally, directly, and immediately
appropriate to the like -in -kind replacement of a household
appliance or other small household utilization equipment
that requires limited electric power and limited waste
and /or water connections. An electrical trainee must be
supervised by a certified electrician while performing
plumbing work.
• Per Washington State Department of Labor and Industries, lessee has been
interpreted to be equivalent to owner for the purpose of these exemptions.
8.5c Apply the mixed VULKEM 351 with a medium nap,
solvent resistant roll er sleeve at a rate of 200 square
feet per gallon (5 m /C). Take care to apply an even
coat without puddles or thick roller edge lines.
8.6c Broadcast the aggregate onto the wet surface of
the Vulkem 351 coat. Cover the entire surface leaving
no wet spots.
8.7c Allow the VULKEM 351 to cure overnight.
8.8c Sweep and vacuum off all loose, unbound aggre-
gate.
8.9c Mix as specified in 8.4c.
8.10c Apply VULKEM 351 with a medium nap, solvent
resistant roller sleeve at a rate of 200 square feet per
gallon (5 m /C). Remove excess material from the roller
by using a screen in the pail to avoid puddles or pond -
ing of the material.
8.7c Allow the VULKEM 351 to cure for 24 hours.
9. Slip Resistance
The non -slip properties of the finished deck coating
system is determined by the applicator. We suggest
installing a test patch and obtaining customer accept-
ance.
10. Clean Up
10.1 Clean all adjacent areas to remove any stains or
spills with MEK, Toluene or Xylene.
10.2 Clean tools or equipment with MEK, Toluene, or
Xylene before materials cure.
10.3 Clean hands by soaking in hot, soapy water then
brush with a stiff bristle brush.
11. Usage
The following is a guide to estimate material usage:
VULKEM 322 DS. For a one inch (25.4 mm) cant bead
over a 1/4 inch (6mm) backer rod, 1 gallon of sealant
for every 20 linear feet is required (1 liter for 8
meters).
VULKEM 450 DETAIL COAT. Application thickness
should be 25 wet mils (0.64mm). A detail coat which
extends 4 inches (10.2cm) on the vertical wall and 4
inches (10.2cm) on the horizontal deck requires 1 gal-
lon of coating for every 90 linear feet (1 liter for 7.3
meters). A detail coating (6 inches x 25 mils) (15.2cm
x 0.64mm) over cracks requires 1 gallon of coating for
every 120 linear feet (1 liter for 9.7 meters)
VULKEM 350 COATING. Apply at a rate of 38 square
feet per gallon (.93m /€) for a mil thickness of 40 mils
(1.Omm)
VULKEM 351 TOPCOAT. Apply at a rate of 100 square
feet per gallon (2.45m for a mil thickness of 15 mils
(0.30mm).
NIKO
Sealant/Weatherproofing Division
3735 Green Road • Beachwood, Ohio • 44122 • Phone: (216) 292 -5000 • (800) 321 -7906
220 Wicksteed Avenue • Toronto, ON M4H 1G7 • Phone: (416) 421 -3300 • (800) 363 -3213
1451 Jacobson Avenue • Ashland, Ohio • 44805 • Phone: (800) 321 -6357 • Fax (419) 289 -6645
An 9M1 Company •
PRINTED IN THE USA 0400/350 -351AP
Vulkem Pe de
1. Purpose
2. Scope
Pr No.
1.1 The purpose of this document is to establish uni-
form procedures for applying the VULKEM-350 /351 .-
PEDESTRIAN DECK COATING SYSTEM.
1.2 The techniques involved may require modifications
to adjust to job site conditions. Consult your Tremco
Representative for specific design requirements.
2.1 This document will provide the necessary instruc-
tions for the application of the VULKEM 350/351
PEDESTRIAN DECK COATING SYSTEM to qualify for the
manufacturer's warranty.
3. Conditions for concrete surfaces
3.1 Concrete shall be water cured and in place for at
least 14 days, preferably for 28 days.
3.2 Concrete shall be finished with a light steel trowel
followed by a fine hair broom or equivalent finish.
3.3 Surface to receive coating, sealant or liquid applied
flashing material shall be sound, dry, clean and free of
all dirt, dust, oil, grease, wax, tar, asphalt, mildew,
mold, paint, sealers, coatings, curing agents, loose par-
ticles, laitance and other contamination or foreign mat-
ter which may interfere with the adhesion.
Job site conditions may require use of a Vulkem Primer.
Consult a Tremco Representative for recommendations
prior to installing materials.
3.4 The condition of "dry" shall be determined by fas-
tening a rubber mat to the concrete deck for a mini-
mum of six hours. The mat shall be located in an area
exposed to the sun. After six hours (minimum), the
surface beneath the rubber mat shall show minimal evi-
dence of moisture or dampness.
REVISION
g
6. Materials
CITY RECEIVED
JUN 2 7 2008
PERMIT CENTER
3.5 Structural or shrinkage cracks in the concrete sur
ace which are greater than 1/8 inch (3mm) wide shall
be _ground_ out to a minimum of 4 i c
lv1) FOR
CODE COMPLIANCE
3.6 In the event of exposed reirforcinI. fvI(r -i!
exposed portions of steel shall ground to expose E®
clean, bright metal and primed th Vull�i Pm�er
#171. 1 1� Q8
(6mm x 12mm) deep.
3.7 Surfaces shall be made fre
telegraph and show through t
Repaired areas must be prime
#171.
4. Conditions for wood surfaces
5. Special Surfaces
3.10 If the project is restorative in nature, old sealant
and backing material shall be removed. The joint inter-
face may require a thorough wire brushing, grinding,
sandblasting, solvent washing and /or a primer.
3.8 All drains shall be cleaned and operative. Drains
shalt be recessed lower than the deck surface. The sur-
face shall be sloped to the drain to provide positive
drainage. Primer may be required. See Section 5.
3.9 At any point where the coating will terminate in an
area subject to traffic, cut 1/4" x 1/4" (6mm x 6mm)
keyway and terminate the coating into the keyway.
4.1 Wood must be firm and well fastened, with proper
consideration given to joints and movement.
4.2 Wood surfaces must be primed with Vulkem Primer
#171. Allow primer to dry 1 hour before proceeding.
5.1 Vulkem 350 requires Vulkem Primer #181 on metal
surfaces. Lap joints must be sealed with Vulkem 322 DS
and coated with Vulkem 350 in order to cover seams,
bolts and rivets prior to applying the system.
6.1 Recommended materials and their uses are as fol-
lows:
VULKEM. 322 DS. A two -part chemically curing, gun
grade polyurethane deck joint sealant for use in sealing
cracks, expansion joints, control joints and for use in
forming cants. (Do not use with Vulkem Primer 171)
VULKEM 350 COATING. A one -part, self- leveling
polyurethane coating used as the elastomeric, water-
proofing basecoat.
VULKEM 450 COATING. A one -part, slightly thixotropic,
self - leveling polyurethane coating used for liquid
applied flashing. Also used in lieu of Vulkem 350 in
sloped areas.
VULKEM 351 COATING. A one -part, aliphatic
polyurethane topcoat provide a chemical and UV resist-
ant, color stable, weatherproof wearing surface.
VULKEM PRIMER #171. A one -part, film forming primer
to be used on porous surfaces to improve adhesion and
to reduce pinholes in the membrane. Also used in
expansion joints subject to continuous immersion or
subject to water intrusion from hydrostatic conditions.
VULKEM PRIMER #181. A one -part primer for use on
any metal surface to which any VULKEM product will be
applied.
VULKEM PRIMER #191. A one -part interlaminar primer
for use when applying a fresh coat of Vulkem urethane
after the proceeding coat has been exposed for over 24
hours and /or has lost its surface tack.
BACKER ROD. A closed cell polyethylene back up mate-
rial used in expansion joints, at the base of cants to
prevent three -sided adhesion and to control the depth
of the sealant.
AGGREGATE. 40 -50 mesh (0.4 -0.5 mm diameter) silica
sand or alumina oxide which imparts the non -slid tex-
ture and contributes to wear resistance.
7. Detail Work
Note: Do not apply sealant or coatings to a frosty,
damp or wet surface or when air temperature is
below 40 °F. (4 °C) or the surface temperature is
above 110°F (43 °C). Cure times as stated below are
based upon standard ambient conditions of 75 °F
•
_�,. 'itii.. -,:' :i s e�: • .i• • - •id ;rr =i.': ti ^•;' • •
• • .,,, .•�. - te r]y..: .', . ' . ii ..
... _ _ ..'.•GL � .. _ -5.�. �]a.: �n..�i= �JJ:' }:. .__ _. n. r......, .. a.'y f:'• .� . . � _
(25 °C), 50% relative humidity. A decrease in ambi-
ent temperature will significantly lengthen the cure
time.
7.1 Mix the Vulkem 322 bq using a suitable size mix-
ing blade in a slow speed electric or air powered drill
motor. Avoid trapping air into the miiture. Move the
mixing blade around the inside of the container to
assure complete disbursement of the catalyst.
7.2 At horizontal and vertical surface junctures lay a
1/4" inch (6mm) diameter backer rod into the corner
(such as: curbs, wall sections, columns or penetrations
through deck) Apply a bead of Vulkem 322 DS, one
inch (2.5 cm) in width, over the Backer Rod. Tool the
sealant bead to form a 45° cant. Use sufficient pressure
to force out any entrapped air and to assure complete
wetting of the surface. Remove excess sealant from the
deck or wall surface.
7.3 Preparing expansion joints, install a Backer Rod,
1/8 inch to 1/4 inch (3mm to 6mm) diameter larger
than the joint width to all prepared expansion joints.
Set depth of Backer Rod to control the depth of the
sealant. (Depth of sealant is measured from the top of
the backer rod to the top of the concrete surface.)
Proper depth of sealant is as follows:
For joints 1/4 inch (6.4 mm) to 1/2 inch (12.7mm)
wide, the width to depth ratio should be equal. Joints
1/2 inch (12.7mm) wide or greater should have a
sealant depth of 1/2 inch (12.7mm). Minimum joint
size is 1/4 inch by 1/4 inch (6.4mm by 6.4mm).
7.4 All cracks and joints shall be sealed with Vulkem
Sealant, and tooled flush with the surface
7.5 Allow Vulkem Sealant to cure overnight.
7.6 To provide a neat termination of the vertical detail
coat, apply a strip of tape (masking tape or duct tape)
to vertical sections, two or three inches above the
Vulkem Sealant cant, prior to sealant application.
7.7 Apply a 30 mil (.75mm) thick detail coat of
VULKEM 450, 6 inches (150mm) wide centered over all
untreated cracks, all routed and sealed cracks and over
all cold joints. Feather terminating edge of detail coat
to prevent these edges from showing through the fin-
ished coating.
7.8 Allow all detail coats to cure for 24hours..
• \ ; • �
'•K W'. • g. . • -
8. Coating Application
•
•
NOTE: Expansion joints should not be coated over.
8.1 Apply VULKEM 350, 40 mils (1.Omm) thick to the
entire area to be coated, including over all detail coats,
but excluding expansion joints. The most popular
method of application is with a notched squeegee.
Backroll to evenly distribute coating and to eliminate
pinholes. VULKEM 350 can also be applied with a roller
equipped with a solvent resistant roller sleeve. Spray
equipment should be a 45:1 ratio pump. Operate at 50
psi (345 Kpa) with a 70 cfm (30 t /sec) air supply. Use
a .029 to .037 (.7 -.9mm) tip with a Reverse -A -Clean
nozzle. Material hose shall be 1 inch (25mm) by 100
foot (30m) maximum, with a 5 foot (1.5m) long whip
hose at the gun. (Note: For squeegee or roller applica-
tion in sloped areas, use Vulkem 450 which has been
formulated for vertical hold. When spraying Vulkem
450 on sloped areas, it is necessary to apply multiple
coats).
8.2 Allow VULKEM Basecoat to cure for 24 hours. (See
note at paragraph 7 with regard to time /temperature
cure times.) The Basecoat should be tested to assure a
thorough cure prior to applying the topcoat. To test,
(a tacky condition is normal and desirable) use a pock-
et knife or razor, cut into the base coat to determine if
the material beneath the surface is firm, and cut clean.
The Basecoat should have a slightly tacky surface to
aid in the adhesion of the VULKEM 351 . If the mem-
brane coat has reached a tack -free cure, the surface
must be cleaned with a cloth which has been wet with
Xylol (Xylene). DO NOT SATURATE THE SURFACE WITH
SOLVENT. IF THE VULKEM MEMBRANE COAT HAD BEEN
ALLOWED TO BE EXPOSED FOR A PROLONGED PERIOD, IT
SHOULD BE CLEANED, THEN PRIME COATED WITH
VULKEM PRIMER 191.
8.3 NOTE: There are three acceptable methods for
installing the topcoat.
Method A
8.4a Mix Vulkem 351 Topcoat using a jiffler type blade
in an electric drill to assure there is no settlement in
the bottom of the pail and the color of the material is
even and consistent with no streaks or striations.
Method B
Method C
Boxing of pails is suggested for large jobs.
8.5a Apply the mixed VULKEM 351 with a medium nap,
solvent resistant roller sleeve at a rate of 100 square
feet per gallon (2.45 m /6). Remove excess material
from the roller by using a screen in the pail to avoid
puddles or ponding of the material.
8.6a Apply the VULKEM 351 in sections which can be
easily reached for backrolling. Immediately after
applying the VULKEM 351, broadcast a 40 -50 mesh
(0.4 -0.5 mm diameter) silica sand or aluminum oxide
into the wet VULKEM 351 and backroll to evenly dis-
tribute the aggregate. For a moderate non -slip finished
use 4 to 6 pounds of sand per gallon of VULKEM 351
(0.5kg /6. For a more textured surface use 6 to 8
pounds per gallon (0.9 kg /6. Backrolling is necessary
regardless of how the sand is broadcast (i.e. hand, seed
spreader, sandblast, etc.) to assure that all of the sand
is completely encapsulated into the liquid.
8.7a Allow the VULKEM 351 to cure for 24 hours.
8.4b Broadcast the aggregate onto the cured (but
tacky) surface of the Vulkem 350 basecoat. Cover the
entire surface. Remove excess or loose aggregate by
vacuuming or sweeping the surface.
8.5b Mix Vulkem 351 Topcoat using a jiffler type blade
in an electric drill to assure there is no settlement in
the bottom of the pail and the color of the material is
even and consistent with no streaks or striations.
Boxing of pails is suggested for large jobs.
8.6b Apply the mixed VULKEM 351 with a medium nap,
solvent resistant roll er sleeve at a rate of 100 square
feet per gallon (2.45 m /6. Remove excess material
from the roller by using a screen in the pail to avoid
puddles or ponding of the material.
8.7b Allow the VULKEM 351 to cure for 24 hours.
8.4c Mix Vulkem 351 Topcoat using a jiffler type blade
in an electric drill to assure there is no settlement in
the bottom of the pail and the color of the material is
even and consistent with no streaks or striations.
Boxing of pails is suggested for large jobs.
1 CC M \\
:Ile i•
ctlon
adopted
ILDING D
E P :RMIT
COMPACT
CARPORT
BUILT! ING TWO
R �� IONS
No charges sh . mace to e sct�pe
of w w' out p ' • r ap - oval of
Tu ` i a Building . ision.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
sheet A2.3 for - ell /plans
see sheet
IL2.2 for detail/plans
CARPORT
BUILDING FOUR
I
see sheet 1 A2.3 for
PAf66HG SPACES
21 4 51+ 11.62
12 GARAGED
2 HC AOGESSEILE
3 COMPACT
45 STANDARD STALLS
A2.4
A2.5
RPORT TH
for detail
REV i E
COD .-
APP
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SITE PLAN
Scale:
m 20'
WOODSIDE APARTMENT REMODEL
JME LP
3721 3 152nd Street
Tukwila, Washington
6 MAO= WOOS
Alt Or VASHOOTOX
t
R CHANDLER SOGGE ARCHITECT
1012 Skyridge St. SE
Olympia WA 98603
fax
380 491 -8904 phone 491 -1881
A-171