HomeMy WebLinkAboutPermit D08-051 - NEWPORT HEIGHTS APARTMENTS - BUILDING 1 - REROOFNEWPORT HEIGHTS APTS
BLDG 1
5680 S 152 ST
D08 -051
Parcel No.: 1157200210
Address: 5680 S 152 ST TUKW
Suite No:
Cit3111bf 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
DEVELOPMENT PERMIT
Tenant:
Name: NEWPORT HEIGHTS APARTMENTS - BUILDING 1
Address: 5680 S 152 ST , TUKWILA WA
Owner:
Name: EQR - R E TAX DEPT - 27119
Address: PO BOX 87407 , CHICAGO II, 60680
Phone:
Contact Person:
Name: SEAN PEPPER
Address: 25924 78 AVE S , KENT WA 98032
Phone: 253 - 852 -4974 X 206
Contractor:
Name: FIELDS ROOF SERVICE INC
Address: 25924 78 AV S , KENT, WA 98032
Phone: 253 - 852 -4974
Contractor License No: FIELDRS262L1
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
$11,907.00
V -B
* * continued on next page **
•
Permit Number: D08 -051
Issue Date: 02/13/2008
Permit Expires On: 08/11/2008
Expiration Date: 09/25/2009
DESCRIPTION OF WORK:
CLEAN ROOF, GROUNDS, GUTTERS. RS. SUPPLY & INSTALL SHINGLES, PIPE COVERS, VENT COVERS, KITCHEN METAL
COVERS, METAL FLASHINGS, CHIMNEY CHASE ROOFING, RIDGE CAP, AND 30 YEAR LAMINATE ASPHALT COMPOSITION
SHINGLES OVER EXISTING ROOF'
Fees Collected: $447.53
International Building Code Edition: 2006
Occupancy per IBC: 0021
D08 -051 Printed: 02 -13 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Water Meter:
Permit Center Authorized Signature:
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
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:
N
•
Permit Number: D08 - 051
Issue Date: 02/13/2008
Permit Expires On: 08/11/2008
Date: 0 �I
I hereby certify that I have read and e ed 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 does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or t •
,, f`�� it 1 •- • . ce of work. I am authorized to sign and obtain this development permit. ,� q.q��
Signature: I I ✓ Date: 2 ' l 0Z3 \AL ,\).
Print Name:
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.
doc: IBC -10/06
D08 -051 Printed: 02 -13 -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
PERMIT CONDITIONS
Parcel No.: 1157200210 Permit Number: D08 -051
Address: 5680 S 152 ST TUKW Status: ISSUED
Suite No: Applied Date: 02/04/2008
Tenant: NEWPORT HEIGHTS APARTMENTS - BUILDING 1 Issue Date: 02/13/2008
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to 1 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: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall
confirm the fire classification of the roof assembly that was installed.
5: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: 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.
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.
doc: Cond -10/06
* * continued on next page **
D08 -051 Printed: 02 -13 -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:
Print Name:
doc: Cond -10/06 D08 -051
Date: 44
ordinances governing
or local laws regulating
Printed: 02 -13 -2008
Name: ( ✓fi Pck■ ` --
Mailing Address: 2
E -Mail Address: E' f\ P C iE L 14)F jE (f
Contact Person:
Contact Person:
E -Mail Address:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
ht43://www.citukwila.wa.us
AAA
E -Mail Address:
Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc
Revised: 9 -2006
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Building Permit Nn.
Mechanical Permit No.
Pl Permit No.
Public Works ; Permit t No .
Project No. V
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 **
King Co Assessor's Tax No.: I 1 �� 7 (�
Site Address: ,*,`� '6 0 S • \ St b i
1 (�(/�•
Tenant Name: IN 'D - r 1-1 TS WIC
Property Owners Name: - tit) - Z.b N /kt- ADV 1Sb P
Mailing Address: '2.e OD • SI"? . A. 1 so IkITIZ iN A c i 21
State Zip
Suite Number:
City
Floor:
New Tenant: ❑ Yes ❑ .. No
Day Telephone: '2 ig1n"+"
•
City State Zip
Fax Number: 2�3 • Q� 4-999
GENERAL CON'i'R,ACTO
(Contractor Information. for Alec ks
4 TION
g 4) for Plumbing and Gass Pip
$'
Company Name: i- 0. LAS U C. -V i (_E I \ti1C C. • n �7
Mailing Address: Z 2. A S • y-VNI r Vv A - I cjd 32-
".---1)1/4 �` City State Zip
Contact Person: 4' 1� p p Day Telephone: Q- , � Z • 2-00
E -Mail Address: G a A J P P E W S r i - - o c . F s e l - v i c t LSi 4 Fax Number: 23. 4 5 2-- LA 't `' i C l
Contractor Registration Number: t 1- l- •D1z.S 2.692 lL I
Expiration Date:
ust be wet stamped
Name:
Mailing Address:
City
Day Telephone:
Fax Number:
State
ENGINEER OF RECO
Gans m ust be wet stamped by E
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
State
Zip
Zip
Page 1 of 6
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $_ t t 1 0 UD Existing Building Valuation: $
Scope of Work (please provide detailed information): C., V. nJ C . , 40 , - rc •
90,1l) \W 46m1re,c mu-tics, vuti: cov 1-i Lrt‘co
of
Will there be new rack storage? El Yes
❑.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas In Square Footage Below
2 Floor
3rd Fl
Floors
Besi
Accessory. Sfruc
Attached Garage'
Carport
Detached Carport
Uncovered D
Interior Remodel
Addition to
Existing
Structure
Type of
Construction per
IBC
Type of
Occupancy pet
IBC
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
❑ Sprinklers ❑ 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.
Q:\Applications \Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
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).
Print Name:
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 OR AU ORIZED AGENT:
Signature ? 6L
IPee PETL
Mailing Address: Z
Date Application Accepted:
Q:Wpplications\rorms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
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Date Application Expires:
Day Telephone: 3 - 5Z - 7 `{
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City
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Date: H 7 - 0 0 8
WA
State
Staff Initials
Zip
Page 6 of 6
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RECEIPT NO: R08 -00295
Initials: WER
User ID: 1655
Payee: FIELDS ROOF SERVICE
SET ID: 2 -4 -08 SET NAME: NEWPORT HEIGHTS APTS
SET TRANSACTIONS:
Set Member Amount
D08 -051 447.53
D08 -052 137.66
D08 -053 328.73
D08 -054 137.66
D08 -055 417.83
D08 -056 209.92
D08 -057 328.73
D08 -058 358.43
D08 -059 269.33
D08 -060 269.33
D08 -061 299.03
D08 -062 239.63
D08 -063 239.63
D08 -064 239.63
D08 -065 299.03
TOTAL: 4,222.10
TRANSACTION LIST:
Type Method Description Amount
Payment Caeck 80181 4,222.10
TOTAL: 4,222.10
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
W :b site: http:/lwww.ci.tukwila.wa.us
SET RECEIPT
BUILDING - RES 000/322.100
PLAN CHECK - RES 000/345.830
Account Code Current Pmts
Payment Date: 02/04/2008
Total Payment: 4,222.10
2,517.90
1,636.70
3020 02/04 9 11.10 TOTAL 4222.10
Dec: RW.SFTS -OR
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: / /www. ci. tukwila. wa. us
STATE BUILDING SURCHARGE
•
000/386.904 67.50
TOTAL: 4,222.10
Project:
,�,l�lJi/ liF /Ge S
Typ of nspectio,n.: -
�iAv�9
Address: (3 S
6 C /.5
ate Called:
Special Instructions:
�' ' i , 1 11 - �.
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Date Wanted:
m.
a.
/ Q
Requester:
( 255-7, - 7-
/626
7
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. ❑ Corrections required prior to approval.
COMMENTS:
Inspecto<
U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No..:
se—
INSPECTION RECORD
Retain a copy with permit
1 \LA.,
PERMIT NO.
(Date: r
!Date:
REVIEWED OR
CODE COMPLIANCE
PPROVED
FEB - 008
Of Tukwila
ILDIN DI`!ISION
TOP FLOOR l
[SECOND LEVEL!
C FIRST LEVEL 1
5670
view approval is subject to
ai of construction docu
l ation of any ad. ).ed code
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NOTE: f.....,
and m,�� :II, ;lxh . �;,�i�t�ai
'1�• • 1,. ,1
FEB - 4 2008
PERMIT CENTEh
0,2/04/2008 11:24 FAX j 001/007
NOTES:
PIERCE CO: 253.9:12.3744
THURSTON CO: 360.754.4099
50 ,„,,,.,,
o a
FIELDS ROOF SERVICE, INC.
25924 78 Avenue South
Kent, WA 98032
MAIN OFFICE: 253-852-4974
FAX NUMBER: 253-852-4999
FACSIMILE COVER SHEET
DATE: & / 7 Zi t
DELIVER TO: / -L-
FAX NUMBER: c/ --
FROM:
RE: t—
Thank you! O
COVER SHEET PLUS PAGE(S)
OUTSIDE KING COUNTY? CALL US AT:
EASTSIDE: 425.644.7128
KITSAP CO: 360,479.0650
SO SNOHOMISH CO: 206.3671564
EVERETT: 425.355.1506
DOS - os I
RECEIVED
FEB -4 2008
PERMIT CENTER
02/04/2008 11:24 FAX Z002/007
SECTION 07 3113
ASPHALT SHINGLE ROOFING SYSTEM
NOTE ** CertainTeed fiber glass and organic shingles.
NOTE **
NOTE ** This section is based on the CertainTeed Roofing Collection'''', the
country's most extensive l:.ne of fiber glass and organic asphalt shingles.
CertainTeed pioneered the concept of multi- layered shingles, widely known today
as "architectural" shingles, and has led the industry in color innovation with
complex color blending technology and the introduction of bold designer shingle
colors.
NOTE **
NOTE ** For more information on CertainTeed products and availability, or for
the name of your local CertainTeed representative, call or write:
NOTE ** CertainTeed Architectural Support Group
NOTE ** P.O. Box 860
NOTE ** Valley Forge, PA 19482
NOTE -* Tel: (800) 233 -8990
NOTE #* Fax: (610) 341 -7940
NOTE ** www.ce::tainteed.com
NOTE ** This three -part specification must be edited to delete shingle types and
styles not required on a particular project. Also, you may delete the "NOTES"
below once editing is completed.
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Granule surfaced asphalt shingle roofing.
B. Moisture shedding underlayment, eaves, valley and ridge protection.
C. Associated metal Elashing.
1.2 RELATED SECTIONS
NOTE ** Coordinate the sections listed below with actual project requirements.
A. Section 06 10 00 .- Rough Carpentry: Plywood Roof Sheathing.
B. Section 06 15 00 -- Wood Decking.
C. Section 07 26 00 -- Vapor Retarders.
D. Section 07 13 00 Sheet Waterproofing.
E. Section - Attic space ventilation.
F. Section 07 60 00 -- Flashing and Sheet Metal.
G. Section 08 62 00 -• Unit Skylights.
H. Section - Chimney Flue.
1.3 REFERENCES
NOTE ** Delete unnecessary references from the list below.
A. ASTM A 653/A 653M - Standard Specification for Steel Sheets, Zinc -
Coated (Galvanized) or Zinc -Iron Alloy- Coated (Galvannealed) by the
Hot -Dip Process.
B. ASTM 13 209 - Standard Specification for Aluminum and Aluminum -Alloy
Sheet and Plate.
07 3113 -1
02/04/2008 11:24 FAX e003/007
C. ASTM B 370 - Stardard Specification for Copper Sheet and Strip for
Building Construction.
D. ASTM D 225 - Stardard Specification for Asphalt Shingles (Organic
Felt) Surfaced with Mineral Granules.
E. ASTM D 226 - Stardard Specification for Asphalt-Saturated Organic Feet
Used in Roofing and Waterproofing.
F. ASTM D 1970 - Standard Specification for Self- Adhering Polymer
Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment
for ]:ce Dam Protection.
G. ASTM D 3018 - Standard Specification for Class A Shingles Surfaced
with Mineral Granules.
N. ASTM D 3161 - Standard Test Method for Wind - Resistance of Asphalt
Shingles (Fan - Induced Method).
I. ASTM D 3462 - Standard Specification for Asphalt Shingles Made from
Glass Felt and Surfaced with Mineral Granules.
J. ASTM D 4586 - Standard Specification for Asphalt Roof Cement,
Asbestos -Free.
K. ASTM 0 4869 - Standard Specification for Asphalt - Saturated Organic
Felt Shingle Underlayment Used in Roofing.
L. ASTM D 6757 - Standard Specification for Inorganic Underlayment for
Use with Steep Slope Roofing Products.
M. ASTM D 7158 - Standard Test Method for Wind Resistance of Sealed
Asphalt Shingles (Uplift Force /Uplift Resistance Method)
N. E 108 - Standard Test Methods for Fire Tests of Roof Coverings.
0. UL 218 - Impact Resistance of Prepared Roofing Materials.
P. UL 2390 /ASTM D 6381 - Test Method for Wind Resistant Shingles with
Sealed Tabs
1.4 SUBMITTAL:
A. Submit under provisions of Section 01300.
B. Product Data: Provide manufacturer's printed product information
indicating material characteristics, performance criteria, and product
limitations.
C. Manufacturer's Installation Instructions: Provide published
instructions that indicate preparation required and installation
procedures.
MOTE ** Delete the paragraph below if not required.
D. Certificate of Compliance: Provide Certificate of Compliance from an
independent laboratory indicating that the asphalt fiber glass
shingles made in normal production meet or exceed the requirements of
the following:
1. ASTM E 108 /UL 790 Class A Fire Resistance.
2. ASTM D 3161/UL 997 Wind Resistance.
3. ASTM D 3462.
NOTE ** Delete .he following paragraph unless unusual project conditions mandate
07 3113 -2
02/04/2008 11:25 FAX a004/007
shop drawings.
E. Shop Drawings: Irdicate specially configured metal flashing, jointing
methods and locations, fastening methods and locations, and
installation details, as required by project conditions indicated.
1.5 QUALITY ASSURANCE
A. Maintain one copy of manufacturer's application instructions on
project site.
B. Verify that manufacturer's label contains reference to specified ASTM
standards.
AIAL RLQVTREMENTS
A. \Take special care when applying WinterGuard Waterproofing Shingle
rlayment and shingles when ambient or wind chill temperature is
b `r 45 degrees F (7 degrees C). Tack WinterGuard in place if it
d es.not adhere immediately to the deck.
1.7 EXTRA MATERIALS
A. Furnish under previsions of section 01700.
B. Provide square feet ( square m) of extra shingles of each
color specified.
1.8 WARRANTY
NOTE ** Edit the following list to indicate shingle types specified.
A. Manufacturer's Warranty: Furnish shingle manufacturer's warranty for
product(s) of this section as follows:
1. CertainTeed Landmark (formerly Landmark 30): 30 - year limited warranty.
B. Warranty Supplement: Provide manufacturer's supplemental warranty
("CertainTeed SureStart" or "SureStart Plus ") to cover labor and
materials in the event of a material defect for the following period
after completion of application of shingles:
C. Extended Warranty Protection (can only be offered by a CertainTeed
credentia:led contractor): Provide SureStart PLUS protection as follows:
1. 3STAR Coverage (9 years): material and labor costs for repair or
replacement.
2. 4STAR Coverage (12 years): material and labor costs for repair or
replacement and tear off protection.
3. SSTAR Coverage (15 years): material and labor costs for repair or
replacement tear off protection, disposal costs and workmanship
defects.
D. Warranty Transferability Clause: Make available to Owner shingle
manufacturer's s•:andard option for transferring warranty to a new
owner.
PART 2 PRODUCTS
ASPHALT FIBER GLASS SHINGLES
2.1 MANUFACTURER
1. First five years.
02/04/2008 11:25 FAX a005/007
A. Provide products manufactured by CertainTeed Corporation,
Architectural Support Group, P.O. Box 860, Valley Forge, PA 19482.
Tel: (800) 233 -8990, Fax: (610) 341 -7940.
S. Substitutions: Not permitted.
2.2 ASPHALT F']:BEA GLASS SHINGLES
NOTE -* Delete shingle types not required for the building project.
A. CertainTeed Landmark (formerly Landmark 30): UL Certification of ASTM
D3462; Conforms to ASTM D3018 Type I - Self- Sealing; ASTM D3161 -03b, Class "F"
wind Resistance (Regional) ; ASTM D3161 -99a Wind Resistance; UL997 Wind
Resistance; UL 2390 /ASTM D6381 Class "H" and ASTM D7158 Class "H" Wind
Resistance; UL 790 Class A Fire Resistance; glass fiber mat base, ceramically
colored /UV resistant mineral surface granules across entire face of shingle;
two -piece laminated shingle.
1. Weight: 240 -245 pounc.s per square (100 square feet) (11.7 -12.0 kg /sq m).
NOTE ** Retain one of the following two sub - paragraphs depending on color
selection method.
2. Color:
2. Color: As selected by Architect from manufacturer's standards.
2.3 SHEET MATERIALS
NOTE ** Delete par belowand installation instructions in Part 3 if
climatic ra h conei3 :ions are such that ice dam protection is not required.
A. Eaves Protection: CertainTeed "WinterGuard "; ASTM D 1970 sheet barrier
of self- adhering rubberized asphalt membrane shingle underlayment
having internal reinforcement, and "split" back plastic release film;
provide material with warranty equal in duration to that of shingles
being applied.
NOTE ** Delete WinterGuard types not required for the building project.
1. CertainTeed WinterGuard Sand
2. CertainTeed WinterGuard HT (High Tack, High Temperature)
3. CertainTeed WinterGuard Granular
NOTE ** Select underlayment from the following three paragraphs, deleting those
not required. The CertainTeed "Roofers' Select" underlayment resists "hygro-
expansion," significantly reducing wrinkling.
B. Underlayment: CertainTeed "Roofers' Select ", ASTM D 6757; asphalt -
impregnated fiberglass- reinforced organic felt designed for use on
roof decks as a water - resistant layer beneath roofing shingles.
C. Underlayment: ASTM D 4869, asphalt saturated felt.
D. Underlayment: ASTM D 226, asphalt saturated felt (non - perforated).
Waterproofing Underlayment: CertainTeed "WinterGuard "; ASTM D 1970
heet barrier of self - adhering rubberized asphalt membrane shingle
uihderlayment having internal reinforcement, and "split" back plastic
release film; Use in 'low- slope' areas (below 4:12, but no less than
2:12); provide material with warranty equal in duration to that of
shingles being applied.
NOTE "* a ,.te WinterGuard types not required for the building project.
CertainTeed WinterGuard Sand
CertainTeed WinterGuard HT
3. CertainTeed WinterGuard Granular
2.4 FLASHING MATERIALS
A. Sheet Flashing: ASTM A 361 /A 361M: 26 gage (0.45 mm) steel with
minimum G115/Z350 galvanized coating.
02/04/2008 11:25 FAX a008/007
B. Sheet Flashing: ASTM B 209; 0.025 in (0.63 mm) thick aluminum, mill
finish.
C. Sheet: Flashing: ASTM B 370; cold rolled copper; 16 ounces per square
foot (0.55 mm); natural finish.
D. Bituminous Paint: Acid and alkali resistant type; black color.
E. Tinner's Paint: Color as selected by Architect to coordinate with
shingle color.
2.5 ACCESSORIES
A. Nails: Standard round wire type roofing nails, corrosion resistant;
hot dipped zinc coated steel, aluminum, or chromated steel; minimum
3/8 inch (9.5 mm) head diameter; minimum 11 or 12 gage (2.5 mm) shank
diameter; shank to be of sufficient length to penetrate through roof
sheathing or 3/4 inch (19 mm) into solid wood, plywood, or non - veneer
wood decking.
B. Asphalt Roofing Cement: ASTM D 4586, Type I or II.
2.6 FLASHING FABRICATION
A. Form flashing to profiles indicated on Drawings, and to protect
roofing materials from physical damage and shed water.
B. Form sections square and accurate to profile, in maximum possible
lengths, free from distortion or defects detrimental to appearance or
performance.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify existing s:.te conditions under provisions of Section 01700
B. Verify that roof penetrations and plumbing stacks are in place and
flashed to deck surface.
C. Verify roof openings are correctly framed prior to installing work of
this section.
D. Verify deck surfaces are dry and free of ridges, warps, or voids,
3.2 ROOF DECK PREPARATION
A. Follow shingle manufacturer's recommendations for acceptable roof deck
materials.
B. Broom clean deck surfaces under eave protection and underlayment prior
to their application.
3.3 ALLATION - EAVE ICE DAM PROTECTION
Place cave edge and gable edge metal flashing tight with fascia
boards. Weather -lap joints 2 inches (50 mm). Secure flange with
nails spaced 8 inches (200 mm) on center.
B. Apply CertainTeed "WinterGuard" Waterproofing Shingle Underlayment as
cave protection i- accordance with manufacturer's instructions.
NOTE — Change dimension below to 46 inches (1,220 mm) or greater for low slope
roofs or severe climatic conditions.
02/04/2008 11:25 FAX Ijj007 /007
C. Extend eave protection membrane minimum 24 inches (610 mm) up slope
beyond interior face of exterior wall.
3.4 INSTALLATION - PROTECTIVE UNDERLAYMENT
NOTE *} Delete first two paragraphs below if all roof slopes are greater than
4:12. Otherwise, select either complete WinterGuard underlayment or Roofers'
Select or 04869 underlaymer in combination with eave ice dam protection.
WinterGuard is an improved version of standard underlayment, developed to resist
standing water held on a sloped roof at eaves and valleys by ice dams and to
resist wind - driven water. WinterGuard can be used to cover the entire roof
deck, rather than just eaves and valleys, when the slope is so low (2:12 to
4:12) as to permit wind to drive rain beneath the shingle. Assure sufficient
ventilation of space beneath the deck upon which WinterGuard is applied, as
WinterGuard is a vapor barrier.
A. Roof Slope Between 2:12 and 4:12: Apply one layer of "WinterGuard"
over all areas not protected by WinterGuard at eaves, with ends and
edges weather - lapped per application instructions. Stagger end -laps
each consecutive layer. Nail in place.
B. Roof Slope Betweez 2:12 and 4:12: Apply two layers of Roofers' Select
or 04869 underlayment over areas not protected by WinterGuard at
eaves, with ends and edges weather- lapped minimum 19 inches (480 mm).
Stagger end laps each consecutive layer. Nail in place.
C. Roof Slope 4:12 or Greater: Install one layer asphalt felt shingle
underlayment perpendicular to slope of roof and lap minimum 4 inches
(100 mm) over eave protection.
0. Weather -lap and seal watertight with asphalt roofing cement items
projecting throu0 or mounted on roof. Avoid contact of solvent -based
cements with WinterGuard.
3.5 INSTALLATION - VALLEY PROTECTION
A. For "closed- cut," "woven," and "open" valleys first place one ply of
WinterGuard, minimum 36 inches (910 mm) wide, centered over valleys.
Lap joints minimum 6 inches (152 mm). Follow instructions of shingle
and waterproofing membrane manufacturer.
3.6 INSTALLATION - METAL FLASHING
A. Weather -lap joints minimum 2 inches (50 mm).
B. Seal work projecting through or mounted on roofing with asphalt
roofing cement and make weather- tight.
3.7 INSTALLATION - ASPHALT SHINGLES
A. Install shingles in accordance with manufacturer's instructions for
product type and application specified.
3.9 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of Section 01400.
B. Visual inspection of the Work will be provided by Owner. If conditions
are unacceptable, Owner will notify the Architect.
3.9 PROTECTION OF FINISHED WORK
A. Protect finished work under provisions of Section 01700.
B. Do not permit traffic over finished roof surface.
07 3113 -6
07 -15 -2008
SEAN PEPPER
25924 78 AVE S
KENT WA 98032
RE: Permit No. D08 -0:51
5680 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 fmal 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 fmal 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 08/11/2008 , 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,
v\IV
xc:
r Marshall,
t Technician
wee
Permit File No. D08 -05I
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Public Works
Comments:
TUES/THURS ROUTING:
Please Route
Documents/routing slip.doc
2 -28 -02
* PERMIT COORD COPY •
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D08 -051 DATE: 02 -04 -08
PROJECT NIAME: NEWPORT HEIGHTS APTS BLDG 1
SITE ADDRESS: 5680 S 152 ST
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
2-7 ° s5jl hie- 2.1Z
Buil.l rf. l 'vision X Fire Prevention
n
Complete Incomplete n
Structural Review Required
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Structural n Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -07 -08
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
REVIEWER'S INITIALS: DATE:
DATE:
Planning Division
Not Applicable
n No further Review Required
a
DUE DATE: 03-06-08
Not Approved (attach comments) El
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
FIELDRS262L1
Licensee Name
FIELDS ROOF SERVICE INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
600125673
Ind. Ins. Account: Id
PRESIDENT
Business Type
CORPORATICN
Address 1
25924 78TH AVE S
Address 2
City
KENT
County
KING
State
WA
Zip
98032
Phone
2538524974
Status
ACTIVE
Specialty 1
ROOFING
Specialty 2
UNUSED
Effective Date
6/21/1974
Expiration Date
9/25/2009
Suspend Date
Separation Date
Parent Company
Previous License
Next License
WESTCC *09313Z
Associated License
Business Owner Information
Name
Role
Effective
Date
Expiration
Date
GILMER, GARY S
PRESIDENT
01/01/2000
GOEMAN, DALE J
PRESIDENT
01/01/2000
PATNODE, TERRY M.
PRESIDENT
01 /01 /2000
MANDELAS, MICHAEL
J
SECRETARY
01/01/2000
GILMER, THOMAS A
PRESIDENT
06/21/1974
12/09/2002
PEPPER, SCOTT
TREASURER
06/21/1974
12/09/2002
PEAK, DUANE
VICE
PRESIDENT
06/21/1974
12/09/2002
Look Up a Contractor, Electoan cr Plumber License Detail
Washington State Department of Labor and Industries
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
•
Page 1 of 3
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= FIELDRS262L 1 02/13/2008