HomeMy WebLinkAboutPermit D09-148 - TUKWILA RETAIL CENTER - REROOFTUKWILA RETAIL CENTER
240 ANDOVER PK W
D09 -148
Parcel No.:
Address:
Suite No:
Tenant:
Name:
Address:
Owner:
Name:
Address:
Phone:
Contact Person:
Name:
Address:
Phone:
0223100070
240 ANDOVER PK W TUKW
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
TUKWILA RETAIL CENTER
240 ANDOVER PK W , TUKWILA WA
GARFIELD - SOUTHCENTER LLC
388 PEARL ST , EUGENE OR 97401
JEFF RANKIN
6406 43 AVE CT NW , GIG HARBOR WA 98335
253 - 606 -1350
Contractor:
Name: CONTRACTOR'S ROOF SERVICE
Address: 6406 43RD AVE CT NW , GIG HARBOR WA 98335
Phone: 253 - 858 -3044
Contractor License No: CONTRRS035B8
Value of Construction:
Type of Fire Protection:
Type of Construction:
$229,600.00
DEVELOPMENT PERMIT
* * continued on next page **
doc: IBC -10/06 D09 -148
e
Permit Number:
Issue Date:
Permit Expires On:
Expiration Date: 01/29/2011
D09 -148
08/10/2009
02/06/2010
DESCRIPTION OF WORK:
COMMERCIAL REROOF - COMPLETE ROOF COVERING REPLACEMENT OF TOTAL ROOF AREA. REMOVE EXISTING GRAVEL
BALLAST, INSTALL NEW .060 MIL TPO SINGLE PLY MEMBRANE
Fees Collected: $4,005.59
International Building Code Edition: 2006
Occupancy per IBC:
Printed: 08 -10 -2009
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Water Meter:
Permit Center Authorized Signature:
doc: IBC -10 /06
City a� 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.tulcwila.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
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not sume to give authority to violate or cancel the provisions of any other state or local laws regulating
constructio th rf ce w rk. I am authorized to sign and obtain this development p rmit.
Signature: Date: C 16 4 )C f-
Print Name: "- -4
Permit Number: D09 -148
Issue Date: 08/10/2009
Permit Expires On: 02/06/2010
Date: 6
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.
D09 -148 Printed: 08 -10 -2009
Parcel No.: 0223100070
Address:
Suite No:
Tenant:
doc: Cond -10/06
S
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
240 ANDOVER PK W TUKW
TUKWILA RETAIL CENTER
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
* * continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D09 -148
ISSUED
07/28/2009
08/10/2009
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
6: Manufacturers installation instructions shall be available on the job site at the time of inspection.
7: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate
shall be provided to the building inspector.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
D09 -148 Printed: 08 -10 -2009
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.
doc: Cond -10/06 D09 -148
Date: e'/&. /oci,
ordinances governing
or local laws regulating
Printed: 08 -10 -2009
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.lukw ila. wa. us
Building Permit No. .�
Mechanical Permit No.
Plumbing /Gas:
Project No.
For office use only)
9
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
King Co Assessor's Tax No.: 022 31 0 Oo 3O
Site Address: 2 u 0 04 f C11L p1s1.1L W • Suite Number: Floor:
Tenant Name: R E 1 1 13(.-.D DOi I & v i 'I (-- ` (v .. New Tenant: ❑ Yes K. No
Property Owners Name: GAl2.6 c5J T I-1 L l 7tPl. L
Mailing Address: Pt 14 ' LAIK . 3 2c( E"5(ikl ( t CA
City
q "7 U L-1 o
State
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: ..Er t .,J to .)
Day Telephone: 25 3 6 1 6
6 5 l4)e-tU36f■ L ":"S
City State Zip
Mailing Address: 61�6 1 431 1 -0 - J C. f3 W .
E -Mail Address: � V J Q CRs (Ats Fti9 t CV+rlr Fax Number: 2 5 3 Wit �7 1 a '2
GENERAL CONTRACTOR INFORMATION
(Contractor Information for Mechanical.(pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: Cto Anl t%4 ( R om &ibiiLOE ( 04C .
Mailing Address: 6hI r LI 3 J ' Car n1 1,.$ 6i G 1 4 - rnt.D Uie LPF q 8336"
City State Zip
Day Telephone: 2 5 3 8SIt • 5 ° 4
Fax Number: 2S3 8Se - 1OZ
Expiration Date: I " 3 1 --2..A 1 •
Contact Person: Jt 12 V--
E -Mail Address:' , V-44 Q G2 -S 12oOFc A CoN`
Contractor Registration Number: cw,r a rt-56 3 5 s
ARCHITECT OF RECORD All plans must be wet stamped by Archi
of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
City
Day Telephone:
Fax Number:
State
State
Zip
ENGINEER OF RECORD — Ali idiot must bu wet stamped by Engineer of ecor
Company Name:
Mailing Address: ( /^
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
H:\ApplicationsWorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc
Revised: 1 -2009
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Zip
Page 1 of 6
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ 229 60�
Scope of Work (please provide detailed information):
&N-C_ C l lfit_ R.( -ae '
Will there be new rack storage? ❑ Yes
H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc
Revised: 1 -2009
bh
Existing Building Valuation: $
. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
la Floor
2' Floor
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
0:)
Interior Remodel
Addition to
Existing
Structure
Type of
Construction per
IBC
Type o •
Occupancy per
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.
Page 2 of 6
er this ap pl><cation`
77 L _�y y �tk�•:r
�.i 'Y' � � R�4•: �ft' ia�'tr':"'I�Si+ ��Ca�'. •��,.
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.
•
Print Name: 3EfF " 4'"' 1.
Mailing Address: 6L{O 6 y3 Y 3 IJ
•
Date: /It t /O et
Day Telephone: 7-S 3 6IN 6 ^ 1 3S
City State Zip
Date Application Expires:
Date Application Accepted:
H:\ApplicationsWorms- Applications On Line\2009 Applications \1-2009 - Permit Application.doc
Revised: 1 -2009
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Staff Initials:
Page 6 of 6
Fixture.Type:
Qty
Fixture Type:
4 y.
. F•ixture Fype:. ..
Q ty.
Frxtgrg '.:
•Qt '.
Bathtub or combination
bath/shower
Bidet
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Drinking fountain o
water cooler (per e . d)
Food -waste grinder,
commercial
Floor Drain
Shower, single head trap
Lavatory
Wash fountain
Receptor, indirect waste
Sinks
Urinals
r Closet
Building sewer and each
trailer park sewer
Rain water system — per
drain (inside building)
Water ter and/or vent
Indus' ': waste treatment
intercepts including trap
and vent, e : - pt for kitchen
type grease in ceptors
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
epair or alteration of
water piping and/or water
treatment equipment
Repair or altera of
drainage or vent p : 'ng
Medical gas piping
system serving 1 -5
inlets /outlets for a
specific gas
Each additional medical
gas inlets /outlets greater
than 5
Backflow protective
device other than
atmospheric -type vacuum
breakers 2 inch (51 mm)
diameter or smaller
Backflow protective devi. -
other than atmospheric -typ-
vacuum breakers over 2
inch (51 mm) diameter
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Atmospheric -type v. urn
breakers not inclu• d in
lawn sprinkler b flow
protections (1-
Atmospheric -type
vacuum breakers not
included in lawn
sprinkler backflow
protections over 5
Gas piping outlets
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Regi ation Number: Expiration Date:
Valuation of Project (c tractor's bid price): $
Scope of Work (please pr. 'de detailed information):
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and /or gas pipin: utlets b ; ° g installed and the quantity below:
H catioas \Forms - Applications On- Line12009 Application\1-2009 Permit Application.doc
Revised: 1 -2009
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Page 5 of 6
Parcel No.: 0223100070
Address: 240 ANDOVER PK W TUKW
Suite No:
Applicant: TUKWILA RETAIL CENTER
Receipt No.: R09 -01178
Initials: WER Payment Date: 07/28/2009 01:09 PM
User ID: 1655 Balance: $0.00
Payee: CONTRACTORS ROOF SERVICE
TRANSACTION LIST:
Type Method Descriptio Amount
doc: Receipt -06
Payment Check
Payment Check
Authorization No.
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
•
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
26450
26449
Account Code Current Pmts
000/322.100
000/345.830
640.237.114
RECEIPT
2,788.64
1,216.95
Total: $4,005.59
Permit Number: D09 -148
Status: PENDING
Applied Date: 07/28/2009
Issue Date:
Payment Amount: $4,005.59
2,424.90
1,576.19
4.50
P'YME.T
RECEIVE
Printed: 07 -28 -2009
Project; K ,� J 1 (
Q r
Type of Inspection:
Address:
Z4) M
aLIer
LJ-J r
Date Called:
----,
Special Instructions:
Date Wanted:
/
0 ,
, J 7 p.m.
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION V—
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
° C 14 4
Approved per applicable codes. Corrections wired prior to approval. Z
COMMENTS:
" ( F7 ----- (_ - n (ot
Inspec'or:
`
r7 $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:
Pro' ct:
Type of Inspe
i-- 2-7a /
Ad r ess:
2J/0 4-P4/
Date Called:
s^^ •
Special Instructions:
Date Wanted:
7-0 � p. .
P.m.
Requester:
Phone No:
LI
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Ap proved per applicable codes. Corrections required prior to approval.
CO MENTS:
Inspector:
- __. s..... w ._.
INSPECTION RECORD
Retain a copy with permit
Date:
PERMIT NO.
(206)431 -3670
❑ $60.00 REINSPECTION� EE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call•to schedule reinspection.
Receipt No.:
Date:
Project:
Type of Inspection:
ayo (\ NOOJFr ;\:::, , ,,...., r. '
Date Called:
Spec Address: ial Instructions:
G 0 . 2 _A
M �, o ldj A7 f 4( �ni
c--or L'� i
�3���v -o
Date Wanted/
� 0 ( / 5
a
pm.
Requester:
Phone No:
z 6o� -c )c ef,
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION 0-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
Corrections required prior to approval.
COMMENTS:
6 -17 i<ik M k (A) N l ^-
1
Inspec
Date D -Z
f
El $60.00 REINSPECTION FEE R UIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd , Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
' COMMENTS:
6- - (1 - J r --- r1 Jt .a w —
__9
, e- A D 1, 3 3 p �� () J F _'
ti O 1 A Jk t- e .-
Date Called:
¥ 1eP Mt D HA, eM -
r e- s c-e.c., .kc P I .- - r - __c AP roue
-
n e <( • : p e -tom.' .)A 1 Gda
1 .9 Q k fe- :MA ,)^ 1 Fe
Requester:
Phone No:
Pm: cl.
/ j/ /dd /44 j /'/.9i i
Type of Inspection:
te6 Ch? ,c4e4- .ki,
Address:
02 V 1
Date Called:
Special Instructions:
Date Wanted r
B
/�
�Rj
P.m .
Requester:
Phone No:
d4
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISI ON
1 O�
6300 Southcenter Blvd., #100, Tukwila, WA 98188
El Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
le
PERMIT NO.
(206)431 -3610
Corrections required prior to approval.
Inspector
Date: A
$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:
COMMENTS:
( 6.-OA) f / Ile A/ I
( et. 7 JA S A-11 4.dTei, 1, ; 1ig
Ed :r L : :� e rM •
L A l's
,
�5
-1e._` 1:C.:111 A c e.4 A re l !ft
r S P ` . �,, e 0 c__A -M ( /1. C L J /' 'l .
2
1 1 . r2 of e Ave A I if-
t•1 S , e.t�' c' — z-, A 4 ( ,� r .-'J Pc 0.
� /l r
i � G-r1 /l e- C. d f S 1. A-ef /a J: k 4
p y - - (-fait" - rite a .AU /.a , i e `s
(epic i ew - r - i (Jik n f f J ;. A ' • )1, :
:7 'J
1/JAS )'e DV" T ei r . elL, r �• y
pN tJijI -i -7 1-e ' r � ( Ii MAA )
Pro'e :
/ a /.ew/l 4 /,2 t- /4 /
Type of Inspection:
/9�Pg• - ,e6' kdo,
_
--
Addres :
ca 4 /v /9 '
*P pi/4i
Date Called:
Special Instructions:
Date Wanted:
—/
�a.�
p.m.
Requester:
Phone No:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
1)16 - yam
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION g
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
ri $60.00 REINSPECTION FEE REQt�IRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
!Date:
"a
Carlisle SynTec incorporated
P .0. Box 7000
Carlisle, PA 17013
(717) 245 -7000: FAX (717) 245-7121
Applicator:
CONTRACTOR'S ROOF SERVICE INC.
6406 43RD AVENUE COURT, NW
GIG HARBOR, WA 98335
Dwg# CMD1037794
Job #: 1037794
Date: 10/02/2009
Inspection #:1
INSPECTION REPORT / REPAIR FOR WARRANTY
EB:Y
Completion Date: 9/29/09
Tech Rep: JEFF REINBOLD
Approved: A Rejected (S
Job Name:
Location:
Owner.
System
Rep COASTAL ATLANTIC ASSOCIATES,INC. NW 141 S -WELD MFW
REI
TUKWILA, WA 98188
SOUTH CENTER LLC.
Rating: 10
Carlisle SynTec Incorporated
Material:
.060 RE. MBP
Sq. Ft
85,000
Attending Roofer. ED ROSENMULLER
Reinspect: N
REPAIRS REQUIRED: The entire roof shoul. : _ . -. - ure it meets Carlisle Specifications and Details
Below are some of the repairs that must be made. To ensure proper splicing prior to making repairs all membranes anc
fleshings must be cleaned with soap and water, rinsed and dried then follow proper splicing procedures.
RFW Repair Items:
OCT 0 7 2009
PERMIT CENTER
I hereby represent, with full intention that Carlisle justifiably rely hereupon in the issuance of its warranty, that the
project described above now conforms in its entirety with all Carlisle specifications, details and installation instructions.
lcasI
Ga,,..,.r. b s.rw. I.
*
RE:
Contractor's Roof Service, Inc.
6406 43 Ave. Ct. NW
Gig Harbor, WA 98335
http: //www.crsroofing.com
(253)858 -3044 (253)858- 7102 -Fax
#CONTRRSO35B8
Project: TUKWILA RETAIL
CENTER
Tukwila, WA
To: Lorene Cory
SYSTEM SPECIFICATIONS:
* Class "A" External Fire Resistance
* (15) Year Total System 100% L&M
FILE COPY
Permit No.
1h1e#4 to errors and omissions.
1U) 1 y 8
AmlodAct-Arhuv 11
Scope of Work Letter
& Proposal
FINAL REVISION 6/16/09
Client Garfield Southcenter, LLC
From: Jeff Rankin
Date: 2/20/2008
NE Project #
Contract For: DIVISION 7
Specification Div 7 Paragraph: Drawing Field Detail
Section: Reference: Measure
PROPOSED SCOPE OF WORK: (BASE BID
LOW SLOPE ROOFING : (RETROFIT APPLICATION):
• Sweep existing roof surface clean of all organic debris, remove existing Aggregate
surfacing, haul and dispose of all aggregate materials.
• SEE PAGE 2 for ASSEMBLY OPTIONS. Over existing membrane @ entire approx.
51,000/36,000 s.f. roof area(s), mechanically attaching.
• Furnish and Install (1) layer White Carlisle Sure -Weld .060 Mil. TPO single ply roofing
membrane to all roof areas. Mechanically attach membrane with approved screws and
seam plates @ 12" o.c.. Hot air weld all seams, end -laps & penetration flashings to a
permanent weather tight condition. Terminate field perimeter sheets under perimeter re-
using existing counter - flashing.
• Furnish and Install penetration flashings to all existing penetrations. Furnish and (32)
new 3" retrofit type roof drains with clamping rings and grates, hot -air welding membrane
to flashing to allow un- restricted water flow
• Clean up and dispose of all resultant debris.
* FM 1 -72 Wind Uplift Classification
* U.V. Resistant Membrane (White)
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 0 4 2009
kS
City of Tukwila
BUILDING DIVISION
RECEIVE[)
JUL 2 8 2009
PERMIT CENTER
BASE BID: (Per Above scope of work)
BUILDING
Option #1:
UL CLASS "A" Fire Rated
Assembly, cover existing
Membrane with (1) layer
3" Secure Shield Polyisocyanurate
Insulation (Follow assembly sequence
Above) R -18.5 Thermal value
REI /BED -BATH
GUITAR CENTER
Option #2:
UL CLASS "B" Fire Rated
Assembly, cover existing
Membrane with (1) layer
1.9" Secure Shield Polyisocyanurate
Insulation (Follow assembly sequence
Above) R -11.5
REI /BED -BATH
GUITAR CENTER
Option #3:
UL CLASS "C" Fire Rated
Assembly, cover existing
Membrane with (1) layer l l l{ I
" erbo (Standard)
Insulate (Follow ass ly sequence
Above) R -5.5
S.F. BID AMOUNT
82,000 $334,375.00
82,000 $294,740.00
REI /BED -BATH
GUITAR CENTER
82,000 $229,600.00
RECEIVED
. JUL 2 8 2009
PERMIT CENTEfl
NOTE: Owner will be notified in writ'ng prior to the removal and replacement of any
deteriorated r ef t at
Submitted: — Date: -7 /I`C
Title: �lac t 0G--.11
Acceptance Period: '-Dy ! I 1
NOTE:
Site Specific accident prevention and fall protection plans will be developed, posted on
site, and followed by Trained ,Competent, CRS, Inc. project managers.
EXCLUSIONS:
• City Permit fees
• Items beyond those listed in above SOW
• Deteriorated or unsuitable roof sheathing.
CURRENT PRICING EXPIRES 7/31/09
RECEIVFr
, JUL 2 8 2009
PERMIT CEN 1 r.
UL Class "A"
Deck Type
Insulation (1)
Thickness
Maximum Slope
Sure -Weld
Standard or
EXTRA
Sure -Weld
HS
Non - Combustible
and Combustible
(For combustible
decks, gypsum board
must be installed
beneath the
insulations listed)
(2)(3)(4)
Carlisle Polyisocyanurate HP -H, SecurShield
Hunter Panels H- Shield, H- Shield -DWD
Any
1/2"
1-1/2"
Carlisle HP Recovery Board
Carlisle HP Recovery Board/Polyisocyanurate
Carlisle HP Recovery Board/Polystyrene (5)
1/2" - 3"
1/2" Min. /Any
1/2" Min. /Any
1 -1/2"
1 -1/2"
Carlisle 1-R Base Sheet 2S over Thermapmk 18 or
25 (5)(7)
Base Sheet/Any
1"
l"
Carlisle FR Base Sheet 2S over DOW Styrofoam
(5)(7)
Base Sheet/Any
N/A
1"
Combustible (6)
Gypsum Board
Gypsum Board/Polyisocyanurate
Gypsum Board/Polystyrene
1/2" (2)(4)
l /2" /Any (2)(4)
1/2" /Any (2)(4)
3" Standard
7 -1/2" EXTRA
Unlimited
Carlisle Polyisocyanurate SecurShield (4)
Hunter Panels H- Shield -DWD (4)
3" Min.
1/2"
1-1/2"
Polyisocyanurate listed above over 2 layers of
Carlisle FR Base Sheet IS
Any /2 layers
1/2"
3/4" *
Two layers Carlisle FR Base Sheet I S
Two layers Carlisle FR Base Sheet 2S over
minimum Class C Smooth BUR, mineral cap
sheet or Modified Bitumen
Two layers of
Base Sheet
1/2"
1/2"
Carlisle FR Base Sheet IS- 3 layers (Polyiso
optional over base sheets)
3 layers
(optional Polyiso
— Any)
N/A
Unlimited
Approved
Lightweight
Insulating Concrete
Direct Application
N/A
3" Standard
2 -i /2" EXTRA
Unlimited
Sure- WeldT`"i (TPO) Mechanically- Fastened Roofing System
Underwriters Laboratories Approvals
Membrane Type: .045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
* Maximum slope is l -1/2" if FR Base Sheet 2S is substituted
Notes:
(1) When multiple insulation layers are listed (i.e., HP Recovery Board/Polyisocyanurate), the insulation listed first (HP Recovery Board) is
directly under the membrane.
(2) Minimum 1/2" thick gypsum board can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot.
1/4" thick Carlisle /Georgia Pacific Dens -Deck or Georgia Pacific Sound Deadening Board with a minimum weight of 1.09 pounds per
square foot may be substituted for 1/2" thick gypsum board.
(3) On Retrofit/No Tearoff projects, where the existing roof is Class A rated, gypsum board may be eliminated. Existing Class B or C rated
roofs will require use of gypsum board to achieve a Class A rating, otherwise, the new roofing system will retain existing UL rating.
(4) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck.
(5) Assembly not permitted on combustible decks, even with gypsum board underneath. Gypsum board must be installed over polystyrene as
identified in combustible deck listing.
(6) Combustible deck ratings can be used on non - combustible decks.
(7) Assembly acceptable for white Sure -Weld membrane only.
RECEIVED
JUL 2 8 2009
PERMIT CENTEb
600163 SW Codes 1 11/2007
UL Class "B"
Deck Type
Insulation (1)
Thickness
Maximum Slope
Sure-Weld
Standard or
EXTRA
Sure -Weld
HS
Combustible
(2)(3)
Carlisle Polyisocyanurate SecurShield (2)
Hunter H- Shield -DWD (2)
1.9" Min.
1/2"
1/2"
Polyisocyanurate (on Page 1) over Carlisle FR Base
Sheet 2S or G2 Base Sheet (4)
1 -1/2" Min./
Base Sheet
1/2"
I"
HP Recovery Board/Polyisocyanurate over Carlisle
FR Base Sheet 2S or G2 Base Sheet (4)
l /2 " /1" Min./
Base Sheet
1"
1"
HP Recovery Board/ Carlisle FR Base Sheet 2S or
G2 Base Sheet (4)
l" Min./Base
Sheet
1"
l"
One Layer Carlisle FR Base Sheet IS
One Layer Carlisle FR Base Sheet IS over
minimum Class B Smooth BUR, mineral cap sheet
or Modified Bitumen
One Layer of
Base Sheet
1/2"
1/2"
1 -1/2"
1 -1/2"
One Layer Carlisle FR Base Sheet 2S
One Layer Carlisle FR Base Sheet 2S over
minimum Class B Smooth BUR, mineral cap sheet
or Modified Bitumen
UL Class "C"
Non - Combustible
Polyisocyanurate listed on Page I
Any
Unlimited
Unlimited
Combustible
Polyisocyanurate listed on Page 1
2" Min.
Unlimited
Unlimited
G2 Base Sheet (4)
Base Sheet
1"
1"
Existing UL Rating Retained
Non - Combustible
or Combustible
None — Direct to min. UL Class C rated Type III or
IV Smooth Asphalt BUR, Mineral Cap Sheet
Modified Bitumen or approved single -ply to remain
N/A
1/2"
1/2"
Carlisle FR Base Sheet IS, Carlisle FR Base Sheet
2S or G2 Base Sheet (4) over existing min. UL Class
"C" rated Type III or IV Smooth Asphalt BUR,
Mineral Cap Sheet, Modified Bitumen or approved
single -ply to remain
Base Sheet
1/2"
3/4"
Carlisle FR Base Sheet 2S over Pactiv Amocor PB6
Fan- Folded Extruded Polystyrene over Existing
Gravel Surfaced Asphalt BUR (gravel can be
removed) or Mineral Cap Sheet
Base Sheet/
3/8" Min.
N/A
l /4"
Max. 3/4" DOW Styrofoam over existing gravel
surfaced BUR (gravel maintained) (5)
3/4" Max.
N/A
1 -1/2
Max. I" DuraPink over minimum Class C smooth or
gravel surface (gravel maintained) BUR, mineral cap
sheet or Modified Bitumen
Max. I"
1"
I"
Membrane Type:
Notes:
(I) When multiple insulation layers are listed (i.e., HP Recovery Board/Polyiso), the insulation listed first (HP Recovery Board) is directly
under the membrane.
(2) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck.
(3) Combustible deck ratings can be used on non - combustible decks.
(4) Acceptable G2 base sheets can be one of the following; Celotex Type G2 Vaporbar GB. GAF Gafglas No. 75 Base Sheet, Manville
Glasbase, Owens Corning Perna Ply No. 28 or Tamko Glass Base. Carlisle FR Base Sheet 2S may also be used. �h��
(5) Assembly acceptable for white Sure -Weld membrane only. JUL REC C % q
JU 2 8 2009
I I /?0 7
PERMI CENT �5
600163 - SWCodes
Sure- WeldTM (TPO) Mechanically - Fastened Roofing System
Underwriters Laboratories Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan
31a
SSW
T P 0 .
CARLISLE'S
FOR TEAR OFF OPTIONS REFER TO NEW CONSTRUCTION ABOVE.
For current Code Approvals and Warranties, visit Carlisle's website,
or contact a Design Analyst.
80 0- 4- SYNTEC Carlisle 7300• ari ie mated
P t 9c 1900•Car -15- ?.4 17013
4a,cc i 1; - 115- ,� ^f.0
www.carlisle- syntec.com 0 V rnatra - 7_1 : 7 1 -' 3 2-15-7"7,C0 :,
•rar'<et cs -t_ec :7r is:e
Typical Application
0 Sure -Weld Reinforced
Membrane
Carlisle Fasteners and Plates
e Acceptable Insulation
Approved Roof Deck
Sure -Weld Membrane for Mechanically- Fastened
Systems is available in the following:
Colors: White, Gray, Tan
Thickness (mils): 45, 60, 72 and 80
Standard Widths: 6', 8', 10' and 12'
Standard Lengths: 100'
System features and benefits include:
• Heat- weldable membranes
• High wind uplift performance
• Hail and high puncture resistance
• Top ply membrane thickness adds improved
long-term weatherability and durability
• Sure -Weld membrane meets
ENERGY STAR' guidelines
Ly'�:� dltc L,- sp
NEW DECICTYPE�:
DECK OVERLAYMENT
REQUIRED
• RECOMMENDED
INSULATIONS
INSULATION
ATTACHED BY
=:NEW CONSTRUCTION:iR
INSU
LATION
PLYWOOD
NO
:HPdtti
O.FASTENER
7" PIANHA.
P,Ii1TES°* R
HPXrRAEAST /;
RAWA
XTRA'PUTE
As. LT Wr f :
',CONCRETE'"
NO
HP MAT
1
PIRANHA PLATS5?
HD0-1O7
FASTENERS'
INSULATION
INSULATION
CARLISLEP,OL•YISO CARLISLEiHP RECOVERY;BOARDtORs
t CARL1SEE +HP RECOVERY BOARD;OUER`POL'YSTYRENE'''
CARLISLE FASTENERS AND PLATES
FASTENERS/ 'N
PIRANHA
PLATES
;FASTENERS
PeATES°
REROOFING
NO
, GRAVEL e
HS URFACED.
`BUR
INSULATION
SINGLE'PLY;
*REFER TO
SPECS
+ 4: REFEKTO.NEW'CONSTRUCTION • •
4 REFER TO NEW CONSTRUCTION
•
REFER TO NEW CONSTRUCTION
• Refer to Carlisle's Sure-Weld Design Criteria Portion
of the Current Specification
ROOFING AMERICA: OVER 40 YEARS AND 10 BILLION SQUARE FEET
Carlisle SynTec Incorporated
�Y� nc�ra
44 8
•i .v ,.:t-
PERMIT CENTER
Georgia -Pacific
DensDeck
Manufacturer
Description
Primary Uses
Submittal
Approvals
Job Name
Con tractor
Date
Roof Board
Georgia- Pacific Gypsum LLC
133 Peachtree Street, 8th floor, Atlanta, GA 30303
Technical Service Hotline 1- 800 - 225 -6119 or www.densdeck.com
Technical Service Hotline 1.800.225.6119 or
www.densdeck.com
DensDeck'" Roof Board is an exceptional fire barrier, thermal barrier, coverboard and recovery board used in various commercial roofing
systems. The patented DensDeck design employs glass mat facings front and back that are mechanically bonded to a water - resistant
gypsum core, providing excellent fire resistance, moisture resistance and wind uplift properties. The unique construction of DensDeck
provides superior flute spanning that stiffens and provides increased foot traffic resistance to the roof deck. Additionally, DensDeck
has been shown to withstand delamination, deterioration, warping and job -site damage more effectively than roofing membrane sub-
strates such as paperfaced gypsum board, fiberboard and perlite insulation. DensDeck is highly resistant to the growth of mold when
tested, as manufactured, per ASTM D 3273.
Roof system manufacturers and designers have found DensDeck Roof Board to be compatible with many types of roofing systems,
including: built -up, modified bitumen, single ply, metal systems, wood shingle and shake, tile, slate, as well as a recovery board and
overlayment protection board for polyisocyanurate and polystyrene insulation. DensDeck can also be used as a form board for poured
gypsum concrete deck in roof applications as well as a substrate for spray foam roofing systems. 1/2" and 5/8" DensDeck may also
be used in vertical applications as a backer board or liner for the roof side of parapet walls.
Some membrane manufacturers have hot mop asphalt or torch applications directly to DensDeck without using a primer or base
sheet. Consult with the system manufacturer for their recommendations with this application. System manufacturers and designers
have found DensDeck to be compatible with bonding adhesives for fully- adhered single -ply membrane applications. The exceptional
moisture resistance and low R -value of DensDeck make it the preferred substrate for vapor retarders.
An excellent fire barrier, DensDeck features a noncombustible core and inorganic surface that offers greater fire protection than other
conventional commercial roofing products when applied over combustible roof decks and steel decks. DensDeck is FM tested.
Limitations DensDeck Roof Board is designed to act with a properly designed roof system. The actual use of DensDeck as a roofing component
is the responsibility of the roofing system's designing authority. Georgia - Pacific does not offer roofing system design services.
Conditions beyond the control of Georgia- Pacific such as weather conditions, dew, application temperatures and techniques may
cause adverse effects with adhered roofing systems.
Consult roofing manufacturers for their specific instructions on applying their products to DensDeck.
The need for a separator sheet between the DensDeck and the roofing membrane shall be determined by the roof membrane
manufacturer or roofing systems designer.
DensDeck roof board products may have temporary factory- applied packaging (plastic wrap) that must be removed upon receipt to
prevent accumulation or entrapment of condensation or moisture which may cause application problems. Provide other suitable
breathable weather protection for storage to keep DensDeck products dry.
Panels must be kept dry before, during and after installation. Apply only as much DensDeck as can be covered by a roof membrane
system in the same day.
Accumulation of water due to leaks or condensation in or on DensDeck must be avoided during construction and after construction.
Avoid over -use of non - vented direct -fired heaters during winter months. Avoid application of DensDeck during rains, heavy fogs and
other conditions that may deposit moisture on the surface. When applying solvent -based adhesives or primers, allow sufficient time
for the solvent to flash off to avoid damage to roofing components. Maximum flute span is 2 -5/8" for 1/4" DensDeck; 5" for 1/2"
DensDeck; and 8" for 5/8" DensDeck" Fireguard' Type X Roof Board.
For vertical parapet applications, 1/2" DensDeck can span 16" oc and 5/8" DensDeck can span 24" oc.
DensDeck, DensDeck" Prime and DensDeck" DuraGuard roof boards should not be subjected to abnormal or excessive loads or foot
traffic such as on plaza decks or under steel wheeled equipment that may fracture or damage the panels. Provide suitable roofing
system protection when required.
RECEIVEr
t UL 213
PERMIT Ctiv
Stamps / Signatures
Properties f .... , xwk +` *
Thickness, nominal
1/4
1/4" + 1/16"
1/2" ± 1/32"
5/8" ± 1/32"
Width, standard
4' ± 1/8"
4' ± 1/8"
4' ± 1/8"
Length, standard
8' ± 1/4"
8' ± 1/4"
8' ± 1/4"
Weight, lbs. /sq. ft., nominal
1.1 - 1.2
1.95
2.5
Surfacing
Fiberglass mat
Fiberglass mat
Fiberglass mat
Flexural Strength', parallel, lbs. min.
40
80
100
Flute Spanability
2 -5/8"
5"
8"
Permeance', Perms
50
35
32
"R" Value'
.28
.56
.67
Linear Variation with Change in Temp , in /in °F
80.5x10'
8 5x10'
8 5x10 -
Linear Variation with Change in Moisture, in /in %RH
6.25x10
6.25x10
6.25x10
Water Absorption, % max
10.0
10.0
10.0
Compressive Strength, psi nominal
500 - 900
500 - 900
500 - 900
Surface Water Absorption', grams, nominal
<_2.5
. 2.5
<_2•5
Flame Spread, Smoke Developed (ASTM E 84)
0/0
0/0
0/0
Fire Classification
FM CLASS 1
(as overlayment)
FM CLASS 1 (FM 4450)
FM CLASS 1 (FM 4450)
UL 1256, ULC S -126
UL Class A (UL 790)
ULC S - 107
UL 1256, ULC S -126
UL Class A (UL 790)
ULC S - 107
UL 1256, ULC S -126
UL Classified "P" assemblies
ULC Classified "R" assemblies
ULC S -101
Class A (UL 790), ULC S - 107
Mold Resistance per ASTM D 3273'
Mold resistant
Mold resistant
Mold resistant
ASTM Standard
C 1177
C 1177
C 1177
Uplift Standards and Testing
ANSI /UL 1897
ASCE 7
FM 4470
ANSI /UL 1897
ASCE 7
FM 4470
ANSI /UL 1897
ASCE 7
FM 4470
Bending Radius
5'
8'
12'
Atk Georgia-Pacific
DensDeck
Technical Data
I rested in nccutdan..e
with ASTM C 473
2 rested in arrntdance
with ASIME661
I4GG lb. conc. load only
for 1/2 and 5/87.
3. rested in accordance
with ASTM E SS
(dry cup method).
4. rested in accordance
with AVM C518
(heat how meter).
5. ASTM C 1177 minimums.
G When tested as manu-
factured in accordance
with ASTM 032/3
Roof Board
CANADA Canada Toll Free: 1 - 800 - 387 - 6823
Quebec Toll Free: 1 - 800 - 361 - 0486
Georgia - Pacific Gypsum Technical Hotline
U.S.A. and Canada: 1
RECEIVED
JUL 2 8 2009
PERMIT CENTER
Flame spread 0, smoke developed 0, when tested in accordance
with ASTM E 84 or CAN /ULC -S102. Noncombustible when tested
in accordance with ASTM E 136.
DensDeck Fireguard®Type X: UL Classified when tested in accor-
dance with ASTM E 119.5/8" DensDeck can replace any generic
Type X gypsum board in any roof assembly in the UL Fire
Resistance Directory under the prefix "P"
Miami -Dade County, Florida NOA 07- 0124.02
Technical Service Hotline 1.800.225.6119 or
www.densdeck.com
1/4" DensDecle has been tested by Factory Mutual for 60 psf and
90 psf wind uplift for BUR, EPDM, thermoplastics and modified
bitumen roof systems. Higher wind uplift ratings have been
achieved by numerous membrane manufacturers using DensDeck
in their FMRC- approved construction designs.
DensDeck is FM tested and approved as the only 1/2" gypsum
product to meet the calorimeter requirements for conventionally
insulated decks.
Georgia -Pacific
Gypsum
SALES INFORMATION AND ORDER PLACEMENT
U.S.A. Midwest: 1 - 800 - 876 - 4746
West: 1- 800 -824 -7503
South: 1 -800- 327 -2344
Northeast:1 800 - 947 - 4497
.2008 Georgia - Pacific Gypsum LLC. All rights resepied
Printed in USA 10 /08 GP -TM Lit. Item 7101516
TRADEMARKS
DENSDECK, DENSDECK PRIME,
DENSDECK DURAGUARD,
FIREGUARD and the
GEORGIA - PACIFIC logo are
trademarks owned by or
licensed to Georgia - Pacific
Gypsum LLC.
UPDATES AND CURRENT
INFORMATION
The information in this docu-
ment may change without
notice. Visit our website at
www.gpgypsum.com for up-
dates and current information.
LIMITATION OF REMEDIES
AND DAMAGES
Unless otherwise stated in
our written warranty for these
products, our sole liability for
any product claim shall be lim-
ited to reimbursement of the
cost of repair or replacement of
the affected product, up to a
maximum amount of two times
the original purchase price for
the affected product. We shall
not be responsible under any
circumstances for lost profits,
damage to a structure or its
contents, or indirect, incidental,
special or consequential dam-
ages. Claims shall be deemed
waived if they are not submit-
ted to us in writing within ten
(10) days after discovery of a
product defect /circumstance
giving rise to a claim.
CAUTION: For product fire,
safety and use information,
go to gp.com/safetyinfo.
HANDLING AND USE
CAUTION: This product contains
fiberglass facings which may
cause skin irritation. Dust and
fibers produced during the
handling and installation of the
product may cause skin, eye
and respiratory tract irritation.
Avoid breathing dust and mini-
mize contact with skin and
eyes. Wear long sleeve shirts,
long pants and eye protection.
Always maintain adequate
ventilation. Use a dust mask
or NIOSH /MSHA approved
respirator as appropriate in
dusty or poorly ventilated areas.
For additional product fire,
safety and use information go
to www.gp.com /safetyinfo or
call 1- 800 -225 -6119.
FIRE SAFETY CAUTION
Passing a fire test in a con-
trolled laboratory setting and /or
certifying or labeling a product
as having a one -hour, two -hour,
or any other fire resistance or
protection rating and, therefore,
as acceptable for use in certain
fire rated assemblies /systems,
does not mean that either a
particular assembly /system
incorporating the product, or
any given piece of the product
itself, will necessarily provide
one -hour fire resistance, two -
hour fire resistance, or any
other specified fire resistance
or protection in an actual fire.
In the event of an actual fire,
you should immediately take
any and all actions necessary
for your safety and the safety
of others without regard for
any fire rating of any product
or assembly /system.
9 sr¢�v�.'�" s ''C `� �" k3�'Yw t
vn �nnr� � nihnnnnyn:rnttnu►ns fn y triu►'
r . �,}''7' r!1t3;}j v �'Yr ,ry1
3i ��i �y 3" �����is1.�Pi^`''
February 27, 2008
Contractor's Roof Service, Inc.
6406 43r Avenue Court, NW.
Gig Harbor, WA 98335
To Whom It May. Concern:
This letter is to confirm that Contractor's Roof Service, Inc. in Gig Harbor,
WA is a Carlisle Authorized Applicator.
If you should have any further questions, please feel free to contact me.
Sincerely,
Stephen F. Schwar
Director, National Sales
/ems
800 4'•S'(NTEC ° oP.O.r =3Rx 7000r,Carlisle,P417013 'Fax: 717.245 -7053- awww. cacti sle- syntec.com
.-ag vii
13;1)1
RECEIVED
JUL 2 8 2009
PERMIT CENTEr
3. .r rltirti] rni.: c i +* P i0' LnW.tFiP r'.a.
r rre..w Arad .•rarz c
ARLISI
atgrcrr..a;rt;t
Carlisle Steil TaC
EIVEry
2 8 2009
IT CENTEI-
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GARFIELD SOUTHCENTER, LLC
Scale: N/A
; ----- Bed Bath & Beyond, Etc.
411 • LiWi. _ • . t64<' r pv., ‘-^i
' 1 a, WA 98188
Drawn By:JLR
Date: 5/8/08
- Revised:
TPN #0223100070
Roof Plans (By Section)
I Drawina #:
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50.51:n S,F.i Roof Fuea - • • " .
• •
Contractor's Roof Service, Inc.
Gig Harbor, WA 98335
(253) 858-3044
• - • •• -• • • • - 40i000 - i:f - faiirai a' •
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ROOF PL
• • ':Not t'o Scale'
• • :77
-:. •
• •FIECIEIVEP,:.,
ACTIVITY NUMBER: D09 -148 DATE: 07 -28 -09
PROJECT NAME: TUKWILA RETAIL CENTER
SITE ADDRESS: 240 ANDOVER PK W
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTME TS:
Buil ng ivision
Public Works n
Complete
Comments:
APPROVALS OR CORRECTIONS:
Documents /routing slip.doc
2 -28 -02
41 1 1 EAINIT Y •
PLAN REVIEW /ROUTING SLIP
re Prevention
Structural
Incomplete
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -30-09
Not Applicable
n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required n No further Review Required n
REVIEWER'S INITIALS: DATE:
DUE DATE: 08-27-09
Approved n Approved with Conditions n Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
5
FIRST
NATIONAL
INS CO OF
AMERI
6331193
01/24/2006
Until
Cancelled
6/14/1997
ARCHIVED
$12,000.00
01/11/2006
4
CBIC
LB8059
01/24/2002
Until
Cancelled
01/24/2006
$12,000.00
01/24/2002
3
AMERICAN
NATIONAL
FIRE INS
79028653372201
/24 /1999Cancelled
Until
03/27/2002
$6,000.00
02/05/2002
2
GREAT
AMERICAN
INS CO
790285023195
01/24/1998
Until
Cancelled
01/28/1999
$4,000.00
1
GREAT
AMERICAN
INS CO
790285023195
01/24/1997
01/24/1998
$4,000.00
License
Name
Type
Specialty 1
Specialty 2
Effective
Date
Expiration
Date
Status
CONTRRS077MG
CONTRACTORS
ROOF SERVICE
CONSTRUCTION
CONTRACTOR
ROOFING
CARPENTRY /FRAMING
7 /7/1993
6/14/1997
ARCHIVED
RANKIR*170B1
RANKIN
ROOFING
CONSTRUCTION
CONTRACTOR
CARPENTRY /FRAMING
ROOFIN
1/21/1983
1 /17/1989
ARCHIVED
Name
Role
Effective Date
Expiration Date
RANKIN, JEFFREY L
01/01/1980
RANKIN, STEVEN C
01/01/1980
Untitled Page
Other Associated Licenses
•
•
General /Specialty Contractor
A business registered as a construction contractor with L81 to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
CONTRACTORS ROOF
SERVICE INC
2538583044
6406 43RD AVE CT NW
GIG HARBOR
WA
98335
PIERCE
Corporation
UBI No.
Status
License No.
License Type
Effective Date
Expiration
Date
Suspend Date
Specialty 1
Specialty 2
601760396
ACTIVE
CONTRRS035B8
CONSTRUCTION
CONTRACTOR
1/28/1997
1/29/2011
GENERAL
UNUSED
Page 1 of 2
Business Owner Information
Bond Information
https: // fortress .wa.gov /lni/bbip /Detail.aspx 08/10/2009