HomeMy WebLinkAboutPermit D11-121 - SEGALE - REROOFSEGALE REROOF
18205 ANDOVER PK W
Di 1-121
City oPfukwila
•
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.TukwilaWA.gov
Parcel No.: 3523049119
Address: 18205 ANDOVER PK W TUKW
Suite No:
Project Name: SEGALE
DEVELOPMENT PERMIT
Permit Number:
Issue Date:
Permit Expires On:
D11 -121
05/16/2011
11/12/2011
Owner:
Name: SEGALE PROPERTIES LLC
Address: PO BOX 88028 , TUKWILA WA 98138
Contact Person:
Name: BARRY BENNETT
Address: PO BOX 88028 , TUKWIL WA 98188
Contractor:
Name: SEGALE PROPERTIES LLC
Address: PO BOX 88028 , TUKWILA WA 98138
Contractor License No: SEGALPL902CQ
Phone: 206 396 -2012
Phone: 206 -575 -2000
Expiration Date: 04/01/2012
DESCRIPTION OF WORK:
REMOVE EXISTING SINGLE -PLY MEMBRANE AND REPLACE WITH ANOTHER SINGLE -PLY MEMBRANE. EXISTING BUILT -UP
ROOF TO REMAIN.
Value of Construction: $59,500.00 Fees Collected: $1,754.16
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009
Type of Construction: IIB Occupancy per IBC: 0008
Electrical Service Provided by:
* *continued on next page **
doc: IBC -7/10
D11 -121 Printed: 05 -16 -2011
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:
I hereby certify that I have read and
governing this work will be complie
N
Date: 6/(
ned 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 pre me to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit
Signature:
Print Name:
Date:
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.
PERMIT CONDITIONS:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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: 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.
6: 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
doc: IBC -7/10
D11 -121 Printed: 05 -16 -2011
shall not be valid. The issuance of a permit d on construction documents and other data 1 not prevent the
Building Official from requiring the correcti errors in the construction documents and o data.
doc: IBC -7/10
D11 -121 Printed: 05 -16 -2011
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: //www. ci. tkwila. wa. us
For °ice'use'.or
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 **
ITE'lgo.0A'1TI
Site Address: 18205 Andover Park West
Tenant Name: N/A
Property Owners Name: Segale Properties LLC
King Co Assessor's Tax No.: 352304 -9119
Suite Number: N/A Floor: Roof
New Tenant: ❑ Yes
..No
Mailing Address: P.O. Box 88028
Tukwila WA 98188
City
State
Zip
contact
Name: Barry Bennett
Mailing Address: P.O. Box 88028 Tukwila WA 98188
Day Telephone: (206) 396 -2012
E -Mail Address: BBennett@SegaleProperties.com
EIRE i fr CON }TRACTOR INFORMATIOT
ontractor Information for nical (pgl0for�
Company Name: Segale Properties LLC
Mailing Address: P.O. Box 88028
aslElpingi,,(Pg
City State
Fax Number: (206) 575 -1662
Zip
Tukwila WA 98188
Contact Person: Barry Bennett
E -Mail Address: BBennett@Segaleproperties.com
Contractor Registration Number: SEGALPL902CQ
City State
Day Telephone: (206) 396 -2012
Fax Number: (206) 575 -1662
Expiration Date: 04/01/2012
Zip
4HIiFECT' OF RECD
MEM
•
mustli "e stampe
rchitect
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
City
Day Telephone:
Fax Number:
State
Zip
Elk& RE
All)planvmust. e,stampedtby,
Company Name: Engineers Northwest Inc., P.S.
Mailing Address: 6869 Woodlawn Avenue NE
Seattle WA 98115
Contact Person: Dale Kaemingk
E -Mail Address: Dalek @enw.com
H:\Applications \Forms- Applicnlions On Line \2010 Applications \7 -2010 - Permit Application.doc
Revised: 7 -2010
bh
City
Day Telephone:
Fax Number:
State
(206) 525 -7560
(206) 522 -6698
Zip
Page 1 of 6
ORMATIa
.. ra,. W,3>I33yil3i�J3
1 =3
Valuation of Project (contractor's bid price): $ 59,500.00 Existing Building Valuation: $
Scope of Work (please provide detailed information): Remove existing single ply membrane and replace with another
single ply membrane. Existing built -up roof to remain.
Will there be new rack storage? ❑ Yes
❑.. No If yes, a separate permit and plan submittal will be required.
e 3AllfBuII ing -fAreas in Square Footage &Below
3 f w[Yr+� a33i1;', 33 a w3rvi
111 Floor'll
48,344
0
0
0
Floor,;
1�L j SPr tnkl eri 3_235
1�1F1
F,l'oo'is;
14Balerhiii
Aitached Garage
a'c
Garage'
VAttachedX
S
Detached!;Carpo
'"'"44.01;11111
overed
;Uncovered;,
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 m No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
m 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 II " 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.
H:WpplicationsWorms- Applications On Line\2010 Applications\7 -2010 - Permit Application.doc
Revised: 7 -2010
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Page 2 of 6
7APPUICAT�®NNOTES Applicab le ermtts3m th is.a ltcattoi
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 OR AUTHORIZED AGENT:
Signature:
Print Name: Barry Bennett
Mailing Address: P.O. Box 88028 Tukwila WA 98188
Date:
Day Telephone: 206- 396 -2012
City
State
Zip
IDate Application Accepted:
(r I
rp;1 02-1 li
Date Application Expires:
11 I Difi ■
Staff Initials:
H:\Applications'Fonns- Applications On Line \2010 Application0-2010 - Permit Application.doc
Revised: 7 -2010
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Page 6 of 6
•
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. tukwi la. wa. us
Parcel No.:
Address: 18205 ANDOVER PK W TURIN
Suite No:
Applicant: SEGALE
RECEIPT
Permit Number: D11 -121
Status: PENDING
Applied Date: 05/02/2011
Issue Date:
Receipt No.: R11 -00863
Payment Amount: $1,754.16
Initials: JEW' Payment Date: 05/02/2011 12:15 PM
User ID: 1165 Balance: $0.00
Payee: SEGALE PROPERTIES
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 629798 1,754.16
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $1,754.16
1,060.40
689.26
4.50
doc: Receiot -06 Printed: 05 -02 -2011
1 • •
•
F •
•
f 1 • 1. '
s'
INSPECTION RECORD
Retain a copy with permit
44)1
D1( -121
INSPECTION • PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter. Blvd., #100, Tukwila. WA 98188 a (206) 431 -3
Permit Inspection Request Line (206) 431 -2451
Proje
Type of Inspection:
Address:
i S AAJO° kiff
Date Called:
W
Specia Instructions: :
• •
Date Wanted:
�= .m.
Requester:
Phone No:
] •
F
proved per applicable codes. 1 Corrections required prior to approval. ,
COMMENTS:
EINS'ECTION FEE REQUIRED. Prior to ffext inspection. fee must be
pai . t 6300 Southcenter Blvd.. Suite 10 . Call to schedule reinspection.
REVIEWED FOR 'Firestone
ODECOMPLIANCE UMUANG "IILI" "tir"°rilmN
APPROVED UltraPly
MAY 12 2011
CityofTukwila
BUILDINUM
TPO
Firestone UltraPly TPO is a flexible Thermoplastic Polyolefin
roofing membrane that is produced with a polyester weft
inserted reinforcement. This heat weldable TPO membrane
is available in .045 mil (1.1 mm) and .060 mil (1.5mm)
thicknesses and offers outstanding weathering characteris-
tics and durability. Available in white, this reflective mem-
brane is suitable for a variety of low slope applications.
PREPARATION OF SUBSTRATES:
1. Substrates must be clean, dry, smooth, free of sharp
edges, fins, loose or foreign materials, oil, grease, and
other materials which may damage the membrane.
2. All rough surfaces which could damage the membrane
shall be repaired prior to installing the membrane, as
specified.
3. All surface voids greater than 1/4" wide shall be propy
filled with an acceptable fill material.
METHOD OF APPLICATION:
1. Firestone UltraPly TPO membrane is installed as a
continuous roofing or waterproofing layer on the roof.
Rolls are overlapped (Side Laps and End Laps) prior to
the heat welding of the seam areas.
2. Install the UltraPly TPO Roofing System in accordance
with current Firestone UltraPly TPO specifications,
details and workmanship requirements.
Please contact Firestone Technical Services for additional
information.
This sheet is meant only to highlight Firestone's products and specifica-
tions. Information is subject to change without notice.
Firestone takes responsibility for furnishing quality materials which meet
Firestone's published product specifications. As neither Firestone itself
nor its representatives practice architecture, Firestone offers no opinion
on, and expressly disclaims any responsibility for the soundness of any
structure on which its products may be applied. If questions arise as to
the soundness of a structure or its ability to support a planned installation
properly, the Owner should obtain opinions of competent structural
engineers before proceeding. Firestone accepts no liability for any
structural failure, or for resultant damages, and no Firestone Represen-
tative is authorized to vary this disclaimer.
Approved
'Subject to the conditions of Approval as
a Roof Cover when Installed as described
In the current FMRC Approval Guide.
16
Membrane For
)o6ng Systems Classified By
Underwdtere Laboratories Ina
As to M External Fire Exposure Only
Sae UL Directory of Products
Certified For Canada
and UL Roofing Materials anc
System Directory
PROOUC,T DATA:_
PHYSICAL PROPERTIES:
Property
MembraneThickness
Breaking Strength
Elongation at Break
Tearing Strength
Ozone Resistance
Brittleness Point
Properties After Heat Aging
Breaking Strength
Elongation at Break
Tearing Strength
Dimensional Stability
Water- Absoro1ion
PRODUCT DATA:
.045"
.060"
PRECAUTIONS:
Test Method
ASTM D -751
ASTM D -751
ASTM D -751
ASTM D -5884
ASTM D -1449
ASTM D -2137
ASTM D -751
ASTM D -751
ASTM D -751
ASTM D1204
ASTM D -471
39 in (99 cm)
5ft(1.52m)
6.5ft (1.98m)
10 ft (3.04 m)
39 in (99 cm)
5ft(1.52m)
6.5ft(1.98m)
10ft(3.04m)
TYalcal
+/ - 10%
350Ibf/in (61 kN /m)
30%
86 Ibf (232 N)
Pass
-60 F ( -51 C)
366 Ibf (62 kN /m)
30 %
90 Ibf (234 N)
100 ft (30.48 m)
100 ft (30.48 m)
100 ft (30.48 m)
100 ft (30.48 m)
100 ft (30.48 m)
100 ft (30.48 m)
100 ft (30.48 m)
100 ft (30.48 m)
1. Exercise caution when lifting, moving, transporting,
storing or handling membrane rolls to avoid sources of
punctures and possible physical damage.
2. Contact Firestone Contractor Services Department for
specific recommendations regarding chemical or waste
product compatibility with Firestone TPO
Membrane. j
KWILA
�
c
MAY 022011
PERMIT CENTER
FIRESTONE BUILDING PRODUCTS COMPANY
525 Congressional Blvd., Carmel, Indiana 46032
Sales: 1- 800 - 4284442 • Technical: 1-800-428-4511
Internet Address: httpi /www.firestonebpco.com
17A1---12-1
1
1
FILE COPY
PA rol"
CHAPTER 11
ADMINISTRATION AND ENFORCEMENT
SECTION 1100 — TITLE
Chapters 11 through 20 of this Code shall be known as the
"Washington State Nonresidential Energy Code" and may
be cited as such; and will be referred to hereafter as "this
Code."
SECTION 1110 — PURPOSE AND INTENT
The purpose of this Code is to provide minimum standards
for new o r altered buildings and structures or portions
thereof to achieve efficient use and conservation of energy.
It is intended that these provisions provide flexibility to
permit the use of innovative approaches and techniques to
achieve efficient use and conservation of energy.
The purpose of this Code is not to create or otherwise
establish or designate any particular class or group of
persons who will or should be especially protected or
benefited by the terms of this Code. This Code is not
intended to abridge any safety or health requirements
required under any other applicable codes or ordinances.
The provisions of this Code do not consider the
efficiency of various energy forms as they are delivered to
the building envelope.
SECTION 1120 — SCOPE
This Code sets forth minimum requirements for the design
and commissioning of new or altered buildings and
structures or portions thereof that provide facilities or
shelter for public assembly, educational, business,
mercantile, institutional, storage, factory, industrial, and
multifamily residential occupancies by regulating their
exterior envelopes and the selection of their mechanical
systems, domestic water systems, electrical distribution and
illuminating systems, and equipment for efficient use and
conservation of energy.
EXCEPTION: The provisions of this code do not apply
to temporary growing structures used solely for the
commercial production of horticultural plants including
ornamental plants, flowers, vegetables, and fruits.
"Temporary growing structure" means a structure that has the
sides and roof covered with polyethylene, pq
similar flexible synthetic material and is used to
plants with either frost protection or increase
A temporary growing structure is not conside
for purposes ofthis Code.
SECTION 1130 — APPLICATION TO
BUILDINGS
Additions, alterations or repairs, changes of o
use, or historic buildings that do not comply
requirements for new buildings shall comply
requirements in Sections 1130 through 1134 as
�DI I - gal
2009 Edition
EXCEPTION: The building official may approve designs
of alterations or repairs which do not fully conform with all
of the requirements of Sections 1130 through 1134 where in
the opinion of the building official full compliance is
physically impossible and/or economically impractical and
the alteration or repair improves the energy efficiency of the
building.
In no case shall energy code requirements be less than
those requirements in effect at the time of the initial
construction of the building.
1131 Additions to Existing Buildings: Additions to
existing buildings or structures may be constructed without
making the entire building or structure comply, provided
that the new additions shall conform to the provisions of
this Code.
EXCEPTION: New additions which do not fully comply
with the requirements of this Code and which have a floor
area which is less than 750 ft2 may be approved provided that
improvements are made to the existing building to
compensate for any deficiencies in the new addition.
Compliance shall be demonstrated by either systems analysis
per Section 1141.4 or component performance calculations
per Sections 1330 through 1334. The nonconforming addition
and upgraded existing building shall have an energy budget
or target UA and SHGC that are less than or equal to the
unimproved existing building, with the addition designed to
comply with this Code. These additions are also exempt from
Section 1314.6.
1132 Alterations and Repairs: Alterations and repairs to
buildings or portions thereof originally constructed subject
to the requirements of this Code shall conform to the
provisions of this Code without the use of the exception in
Section 1130. Other alterations and repairs may be made to
existing buildings and moved buildings without making the
entire building comply with all of the requirements of this
Code for new buildings, provided the following
requirements are met:
1132.1 Building Envelope: Alterations or repairs shall
comply with nominal R- values and glazing requirements in
Table 13 -1 or 13 -2.
EXCEPTIONS: 1. Storm windows installed over existing
gl av i,ig
VIEWEDFOR Glass replaced in existing sash and frame provided that
rOMPLIA
• of equal or lower U- factor.
°': solar heat gain coefficient compliance, glazing with
A PROVE Omar heat gain coefficient equal to or lower than that of the
"'Ether existing glazing.
ISTINGMAY 1 2 2011 4. Existingroof/ceiling wall or floor cavities exposed
during construction provided that these cavities are insulated
cupan or to full depth with insulation having a minimum nominal
ith th value of R -3.0 per inch installed per Sections 1311 and 1313.
rty of Tukwila 5. • Existing •
walls and floors without framing cavities,
!DING'® DIVIg . d that any new cavities added to existing walls and
YJ V . 't „'L�1���
RECEIV
CITY OFTU-' r 'Lp►
MAY 0 54O44 January 1, 2011
PERMIT CENTER
mply with Exception 4.
LTINCOR# MPLETE DPI -i21
75
WASHINGTON STATE ENERGY CODE
6. Existing roofs where the roof membrane is being
replaced and
a. The roof sheathing or roof insulation is not exposed; or
b. If there is existing roof insulation below the deck.
In no case shall the energy efficiency of the building be
decreased.
1132.2 Mechanical Systems: Those parts of systems
which are altered or replaced shall comply with Chapter 14
of this Code. Additions or alterations shall not be made to
an existing mechanical system that will cause the existing
mechanical system to become out of compliance.
All new systems in existing buildings, including
packaged unitary equipment and packaged split systems,
shall comply with Chapter 14.
Where mechanical cooling is added to a space that was
not previously cooled, the mechanical cooling system shall
comply with Sections 1413 and either 1423 or 1433.
Exceptions: These exceptions only apply to situations
where mechanical cooling is added to a space that was not
previously cooled.
1. Water - cooled refrigeration equipment provided with a
water economizer meeting the requirements of Section 1413
need not comply with 1423 or 1433. This exception shall not
be used for RS-29 analysis.
2. Alternate designs that are not in full compliance with
this Code may be approved when the building official
determines that existing building or occupancy constraints
make full compliance impractical or where full compliance
would be economically impractical.
Alterations to existing mechanical cooling systems
shall not decrease economizer capacity unless the system
complies with Section 1413 and either 1423 or 1433. In
addition, for existing mechanical cooling systems that do
not comply with Sections 1413 and either 1423 or 1433,
including both the individual unit size limits and the total
building capacity limits on units without economizer, other
alterations shall comply with Table 11 -1.
When space cooling equipment is replaced, controls
shall be installed to provide for integrated operation with
economizer in accordance with Section 1413.3.
Existing equipment currently in use may be relocated
within the same floor or same tenant space if removed and
reinstalled within the same permit.
1132.3 Lighting and Motors: Where the use in a space
changes from one use in Table 15 -1 to another use in Table
15 -1, the installed lighting wattage shall comply with
Section 1521 or 1531.
Other tenant improvements, alterations or repairs where
60 percent or more ofthe fixtures in a space enclosed by
walls or ceiling- height partitions are new shall comply with
Sections 1531 and 1532. (Where this threshold is triggered,
the areas of the affected spaces may be combined for
lighting code compliance calculations.) Where less than 60
percent of the fixtures in a space enclosed by walls or
ceiling- height partitions are new, the installed lighting
wattage shall be maintained or reduced. Where 60 percent
or more of the lighting fixtures in a suspended ceiling are
new, and the existing insulation is on the suspended ceiling,
the rooflceiling assembly shall be insulated according to the
provisions of Chapter 13, Section 1311.2.
Where new wiring is being installed to serve added
fixtures and/or fixtures are being relocated to a new circuit,
controls shall comply with Sections 1513.1 through 1513.5
and, as applicable, 1513.8. In addition, office areas less
than 300 ft2 enclosed by walls or ceiling- height partitions,
and all meeting and conference rooms, and all school
classrooms, shall be equipped with occupancy sensors that
comply with Section 1513.6 and 1513.8. Where a new
lighting panel (or a moved lighting panel) with all new
raceway and conductor wiring from the panel to the fixtures
is being installed, controls shall also comply with the other
requirements in Sections 1513.6 through 1513.8.
Where new walls or ceiling- height partitions are added to
an existing space and create a new enclosed space, but the
lighting fixtures are not being changed, other than being
relocated, the new enclosed space shall have controls that
comply with Sections 1513.1 through 1513.2, 1513.4, and
1513.6 through 1513.8.
Those motors which are altered or replaced shall comply
with Section 1511.
1133 Change of Occupancy or Use: Changes of
occupancy or use shall comply with the following
requirements:
a. Any unconditioned space that is altered to become semi -
heated, cooled, or fully heated, or any semi- heated space
that is altered to become cooled or fully heated space shall
be required to be brought into full compliance with this
Code.
b. Any nonresidential space which is converted to multi-
family residential space shall be brought into full
compliance with this Code.
c. Any multi - family residential space which is converted to
nonresidential space shall be required to comply with all of
the provisions of Sections 1130 through 1132ofthis Code.
1134 Hlstoric Buildings: The building official may
modify the specific requirements of this Code for historic
buildings and require in lieu thereof alternate requirements
which will result in a reasonable degree of energy
efficiency. This modification may be allowed for those
buildings which have been specifically designated as
historically significant by the state or local goveming body,
or listed in The National Register of Historic Places or
which have been determined to be eligible for listing.
1135 Commissioning: Commissioning in compliance with
Sections 1416 and 1513.8 shall be required for new systems
or modified portions of systems, with a heating capacity of
600,000 Btu/h or a cooling capacity of 40 tons or more.
76 Effective January 1, 2011
FILE COPY
be•••••...RR 6+L.,
UltraPlyTM TPO Roof Systems
Underwriters Laboratories (UL)
UL Roof Deck Constructions and "P" Assemblies
Factory Mutual Approvals (FM)
BUILDING:PRODUCTS:
REVIEWED NC,
CODE COMPL
APPROVED
MAY 122011
City ooTukwila
BUILDING DIVISION
INCOMPLETE 1)011
LTR# 1
crtvc�NNU►
MAT o 5 2011
PEflRARCENTER
1 1'age
March 2011
Firestone Fully Adhered Systems with UltraPly TPO XR
Membrane: UltraPly TPO XR 100 (45 mil), UltraPly TPO XR 115 (60 mil)
Adhesive: Firestone ISO Spray S or Firestone XR Stick Adhesive
Construction:
Classification:
New, Retrofit or Tear -off
Class A
Dec
T p
C /NC
NC
NC
C /NC
NC
nsulation Assem
Thermal Barrier: Dens -Deck, Dens -Deck Prime or
Dens -Deck DuraGuard
Any Firestone UL Classified Insulation (Optional)
Structural Concrete or Lightweight Concrete decks
only
Insulation: Firestone ISO 95+ GL, Resista, or
ISOGard HD
Dens -Deck, Dens -Deck Prime or Dens -Deck
DuraGuard
Any Firestone UL Classified Insulation (Optional)
Structural Concrete or Lightweight Concrete decks
only
nsulation
Minimum
Thickness
ya"
Any
Any
1/a"
Any
1/2"
1/"
1/4"
1 /a"
12" bead
spacing
12" bead
spacing
12" bead
spacing
Full coverage
Full coverage
A, FA, 225
A, FA, 228
A, FA, 224
A, FA, 226
A, FA, 227
Classification:
Class B
NC
Thermal Barrier: Firestone ISOGard HD or
1"
1"
Any
1"
12" bead
spacing
B, FA, 56
Firestone Resista
Insulation: Firestone ISO 95+ GL (Optional)
C /NC
Insulation: Firestone ISO 95+ GL
Any
V2"
12" bead
spacing
B, FA, 55
Classification:
Class C
NC
Insulation: Firestone ISO 95+ GL
Any
1/4"
Full coverage
C, FA, 17
Firestone Mechanically Attached Systems
Membrane: UltraPly TPO (45,60 or 80 mil), UltraPly Platinum (80 mil), ReflexEON (60 or 80 mil), ReflexEON
Platinum (80 mil)
Construction: New, Retrofit or Tear -off
Class A
Classification:
Dk
,TYp�
-b -
nsulatio
in1mumM,,
ickness
C /NC
C /NC
NC
nsulatiori
Insulation: Firestone ISO 95+ GL or Firestone
Resista (Optional)
Coverboard: Dens -Deck, Dens -Deck Prime or Dens -
Deck DuraGuard offset 6 in. from deck joints
Insulation: Firestone ISO 95+ GL or Firestone
Resista (Optional)
Coverboard: Dens -Deck, Dens -Deck Prime or Dens -
Deck DuraGuard
Insulation: Firestone ISO 95+ GL or Firestone
Resista Optional
1 /a"
Any
1 /a"
Any
4
3
2"
ReflexEON
only with
batten
strips
A, MA,69
A,MA,97
A, MA, 68
'BUILDING PRODUCTS
9IP "ge
March 2 t) 1 1
Classification:
Class B
C /NC
Coverboard: Firestone FiberTop B, C, E, or S
1/2„
Unlimited
B, MA, 22
Resista (Optional)
Coverboard: Dens -Deck, Dens -Deck Prime, Dens -
NC
Insulation: Firestone ISO 95+ GL or Firestone
Any
"
1/2"
13/4
ReflexEON
only with
batten
strips
A,MA,96
Resista (Optional)
Coverboard: Firestone FiberTop B, C, E, or S
C /NC
Two layers of "VersaShield Underlayment" or
"VersaShield FB -2S
---
1"
A, MA, 88
NC
Insulation: Firestone ISO 95+ GL or Firestone
Any
' /Z"
3/4"
B, MA, 06
A,MA,99
Resista (Optional)
Coverboard: Firestone ISOGARD HD
NC
Insulation: Firestone ISO 95+ GL
Any
'/2"
/2
1/2"
ReflexEON
only with
batten
strips
A,MA,95
Coverboard: Firestone FiberTop B, C, E, or S
NC
Insulation: Firestone ISO 95+ GL
Any
'/2"
11/2"
A,MA,67
C /NC
Insulation: Firestone ISO 95+ GL (Optional)
Al y
y2"
1"
A,MA,104
Insulation (Top): Firestone Resista, offset 6 in. from
deck joints
C /NC
Two or more layers of Atlas "FR 50 ", mechanically
fastened
,/1.
A, MA, 75
C/NC
Two layers "VersaShield Underlayment" or
"VersaShield FB -2S
Insulation: Firestone ISO 95+ GL
- --
Any
1/2"
B, MA 15
'
A, MA, 89
C /NC
Two layers "VersaShield FB -1S, preliminary
attachment
Insulation: Firestone ISO 95+ GL (Optional),
AMY
'/2"
A, MA, 90
preliminary attachment
Classification:
Class B
C /NC
Insulation: Firestone ISO 95+ GL or Firestone
Any
'/4"
Unlimited
B, MA, 22
Resista (Optional)
Coverboard: Dens -Deck, Dens -Deck Prime, Dens -
Deck DuraGuard
1/4"
One or more plies of Firestone MB Base M with:
---
C, MA,1
Firestone ISO 95+ GL, or
11/2"
C /NC
FiberTop B, C, E, or S, or
1"
1"
B, MA, 06
FiberTop C, E, or S over
'h"
Firestone ISO 95+ GL
1"
FiberTop B, C, E, or S, or
11/2"
C /NC
FiberTop B, C, E, or S over
1/2"
1"
B, MA, 07
Firestone ISO 95+ GL
1'/2"
C /NC
One layer of " VersaShield Underlayment" or
" VersaShield FB -2S, preliminary attachment
1"
B, MA 15
'
Insulation: Firestone ISO 95+ GL (Optional)
Any
Coverboard: Firestone ISOGARD HD, offset 6" from
C /NC
ih„
1/2
B, MA, 18
deck joints
C /NC
One or more layers of Atlas "FR 50"
- --
'h"
B, MA, 05
Classification:
Class C
NC
Firestone ISO 95+ GL
Any
Unlimited
C, MA, 10
NC
Dens -Deck, Dens -Deck Prime, Dens -Deck DuraGuard
1/4"
'h"
C, MA,1
trestone
BUILDING PRODUCTS
1 0IPa;.z.e
a r 4 h 2 0 1 1
EINW
STRUCTURAL
ENGINEERS
Engineers Northwest Inc., P.S.
April 4, 2011
SEGALE PROPERTIES
5811 Segale Park Drive C
Tukwila, WA 98188
ATTN: Steve Nelson
FILE COPY
Permit No.
RE: Segale Building 731
Roof Membrane Replacement
ENW Project No. 11- 041000
Steve:
REVIEWED FOR
CODE COMPLIANCE
AD ROVED
friW 12 2011
City of Tukwila
BUILDING DIVISION
It is my understanding that you are anticipating a roof repair for Segale Building 731
located at 18205 Andover Park West, Seattle, WA. As you know, this building, built in
1974, has a wood framed roof structure built -up roof system and a single ply roof
membrane over the built -up roof. In addition, the building structure appears to have
performed well for over 35 years. During a recent site visit, I did not notice any building
distress or roof structure movement.
I understand you will be removing the existing single ply roofing material and replacing
it with a single ply roofing of the same weight.
Section 3404.3 of the 2009 ICC allows for a 5% increase in the dead load on the roof
without requiring modification to the original structural members. As you are effectively
not changing the dead load on the roof, it is my opinion that the existing roof structure is
adequate to support the roof membrane replacement.
Please feel free to call if you have any questions.
Sincerely,
ENGINEERS N•' H ST, INC.,
Dale Kaemingk, P.E., S.E.
Vice President
DK:jk
We get
buildings
built.
CITie r ' ' LA
MAY 0 2 2011
PERMIT CENTER
PIH
• 6869 Woodlawn Avenue NE • Seattle, WA 98115
206.525.7560 • fax 206.522.6698
www.engineersnw.com
May 4, 2011
•
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
Barry Bennett
PO Box 88028
Tukwila, WA 98188
RE: Incomplete Letter #1
Development Permit Application D11 -121
Segale Reroof —18205 Andover Pk W
Dear Mr. Bennett,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
May 2, 2011 is determined to be incomplete. Before your application can continue the plan review
process the attached /following items from the following department(s) need(s) to be addressed:
Building Department: Dave Larson at 206 431 -3678 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.
Sincerely,
`1>ziP RD.).
Bill Rambo
Permit Technician
Enclosures
File: D11 -121
W:\Permit Center \Incomplete Letters\201 l \D11-121 Incomplete Ltr # 1.doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Tukwila Building Division
Dave Larson, Senior Plan Examiner
Determination of Completeness Memo
Date: May 3, 2011
Project Name: Segale Reroof
Permit #: D11 -121
Plan Review: Dave Larson, Senior Plans 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 the fire classification rating for the proposed roof covering assembly.
2. The State Energy Code requires uninsulated roofs over heated or semi - heated space to be
insulated per current code when the existing roof membrane is removed. Please provide the
roof insulation status of this project and add insulation to scope if required per code.
Should there be questions concerning the above requirements, contact the Building Division at 206-
431 -3670. No further comments at this time.
• Page 1
� PERMIT COORD COPY •
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D11 -121 DATE: 05/05/11
PROJECT NAME: SEGALE REROOF
SITE ADDRESS: 18205 ANDOVER PK W
Original Plan Submittal
Response to Correction Letter #
X Response to Incomplete Letter # 1
Revision # after Permit Issued
DEPARTMENTS: I
B'dirding Divisionit
Public Works
Fire Prevention
Structural
n
Planning Division
nPermit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete U
DUE DATE: 05/10/11
Not Applicable
n
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES /THURS ROUTING:
Please Route n Structural Review Required
REVIEWER'S INITIALS:
No further Review Required rg
DATE: 777���°°°
APPROVALS OR CORRECTIONS:
DUE DATE: 06/07/11
Approved Approved with Conditions Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
• PERMiT000RD COPS
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -121 DATE: 05/02/11
PROJECT NAME: SEGALE REROOF
SITE ADDRESS: 18205 ANDOVER PK W
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPA TMENTS:
Ali
n
B
Public Works
ire PrevNI o
Structural
Planning Division
Permit Coordinator
EI
o
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete ❑
Comments:
Incomplete a
DUE DATE: 05/03/11
Not Applicable
u
Permit Center Use Only L� _ j
INCOMPLETE LETTER MAILED: V �_ 6
Departments determined incomplete: Bldg'
LETTER OF COMPLETENESS MAILED:
Fire ❑ Ping ❑ PW ❑ Staff Initials:
Ltvc
TUES /THURS ROUTING:
Please Route n Structural Review Required n
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
DUE DATE: 05/31/11
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
• •
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:
Plan Check/Permit Number: D11-121
• 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: Segale Reroof
Project Address: 18205 Andover Pk W
Contact Person: "-BGc (.1 w ✓\e Phone Number: ate- 3%c)( oZ
Summary of Revision: ?lecuse 5to t a +4 acLtme vd-s _
b,,, 4 -0110 1 V . "e-,DP 5 tlee. 4-L 11 w1(( vD+
AEC
MED
CITY OF TUKWILA
MAY ,05 2011
PERMIT C IMI
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: 121,14,4—
dEntered in Permits Plus on J'I ( I
\applications \forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Contractors or Tradespeople P.ter Friendly Page
•
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.
Business and Licensing Information
Name SEGALE PROPERITIES LLC UBI No. 602023533
Phone 2065752000 Status Active
Address Po Box 88028 License No. SEGALPL902CQ
Suite /Apt. License Type Construction Contractor
City Tukwila Effective Date 2/18/2010
State WA Expiration Date 4/1/2012
Zip 981382028 Suspend Date
County King Specialty 1 General
Business Type Limited Liability Company Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
LAPIALP055MZ
LA PIANTA LIMITED
PARTNERSHIP
Construction
Contractor
General
Unused
7/9/1995
4/1/2001
Archived
SEGALBP151M55EGALE
BUSINESS
PARK
Construction
Contractor
General
Unused
7/25/1985
7/9/1995
Archived
LAPIAL'008J8
LA PIANTA LLC
Construction
Contractor
General
Unused
4/28/2000
4/1/2010
Inactive
Business Owner Information
Name
Role
Effective Date
Expiration Date
SEGALE, MARIO A
Agent
02/18/2010
Amount
SEGALE, MARIO A
Partner /Member
02/18/2010
11DL531006
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
1
SAFECO INS CO OF AM
6115146
02/18/2010
Until Cancelled
$12,000.00
03/28/2002
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
3
Alaska National
Ins Co
11DL531006
04/01/2011
04/01/2012
$1,000,000.0003
/29/2011
2
ALASKA
NATIONAL
INSURANCE
COMP
10DLS31006
04/01/2010
04/01/2011
51,000,000.00
03/31/2010
1
ALASKA
NATIONAL
INSURANCE
COMP
09DLS31006
02/18/2010
04/01/2010
$1,000,000.00
03/31/2009
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https://fortress.wa.gov/Ini/bbip/Print.aspx
05/16/2011
No chancres shall be made to the scope
of ttrork,without prior approval of
Tukwila Building Division.
N tM f zvisions will require a new plan submittal
and may include additional plan review fees.
LE
Permit No. 11"'" '
Plan review approval is subject.to errors and omissions.
Ip ,roval of construction documents does not authorize
talc violation of any adopted code or ordinance, Receipt
f approved Field Copy andconditians is acknowledged:
Date:...
TACK, IN R.R
d'- / /•40'OO'
R- 477.46
Ls 97.22
City Of Tukwila
BUILDING DIVISION
SET, BRASS CAP
IN ASPHALT
Water Valve
Roof 'Drain
SEi RATE PERMIT
REQUIRED FOR:
8'Mechanical
iirtlectrical
Plumbing
2.6as Piping
Pity of Tukwila
__.4? (3 DIVISION
That portion of the Southwest Quarter of the Northeast
Section 35, Township 23' North,; Range 4 East, W.M., in K
Washington, described as follows:
BEGINNING at a monument at the Northeast corner of the
west Quarter of the Northeast Quarter; thence South 07°
765,42 feet; thence North 82 °15'04" West 30.00 feet to
and the T'RU POINT CT BEGINNING; thence South 07 °44'56"
feet to a Point .of Curve; thence along a curve to the r
a radius of12,470.00 feet thru a central angle of 05 °22
distance of 231.59 feet; thence North 69 °15'04" West 55
thence North 30 °55'15" West 52.59 feet, thence North 82
West 187.64 1 feet; thence North 07°44'56" Eas t 213.72 f E
Point of Curve; thence along a curve to the right havir
of 477.465 feet thru a central angle of 11 °40'00" an ar
of 97.22 feet; thence North '19 °24'56" East 59.97 feet;
South 82 °15'04" East 263.25 feet to the TRUE POINT OF I
SUBJECT TO AND INCLUDING an easement for sidewalk and t
purposes over the Easterly 15.00 feet thereof.
SUBJECT TO AND INCLUDING an easement for railroad purpc
cluding but not limited to, main track, lead track and
over that portion thereof lying Westerly of the Wester
line produced.
RESERVING to lessor the right of ingress and egress to
install, improve and extend utilities.
TOGETHER WITH AND SUBJECT TO an easement for building
purposes over a 60 foot wide strip of land surrounding
jacent to the main building line, which is described a
BEGINNING at the said Point "A "; thence North 82 °15 °04
feet; thence South 07 °44'56" West 30.00 feet to the T
BEGINNING; thence continuing South 07 °44'56" West 336.
thence North 82 °15'04" West 144.00.feet; thence North
East'336.00 feet; thence South 82 °15'04" West 144.00 f
TRUE POINT °OF BEGINNING.
Roof; Drain
20 Encroochmnt'
(WIDEST POINT)
.L EGENO'
Existins!
Tree
.C.B. Catch Basin
..........:M.H. Mon Hole
SAN Sanitary
Storm
.....CONCConcrete
Sanitary Sewer
FOUND, CONC.
Elec. Outlet Box.
N 30 °55'/5"
52.59.
i
Spri(pk /er Heads
Water Valve
Roof Drain'
oof 'Drain'
Meter
Electric Meter
Gas'Meter
re Alar
,cttic ::
Storm Sewer
Water
Gas_
Telephone
Electric
SURVEYORS CERTIFICATE
I hereby certify this map correctly represents a survey
made by me or under my direction.
This 3r—d ` Day of July 19 75
REGISTERED LAND' SURVEYOR
L S 8271
FOUND
a TACK IN WALK
'CONCRETE WAL:K.:•'
13 RA SS •
P LAN TE R
!MATE L ,_ATION Of °WATER
FRET[. -„WALK.
Pleads
;CONC. Ot/TTEN.4: :'.
1GA E'LOCATION OFOAS'1141M
G R A S S
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 12 2011
I1_, t
City of Tukwila
BUILDING DIVISION
sA N';
CONC. MON., FND.
LAr
MAY 02 7011
PERMIT CENTER
NE COR. SW ,41 , NE %4, ,SEC. 35 - T23N - R4E
DII
ADDRESS: IB201 (s2EI
F. lit, P,IC.
TUBE NC).
Andover.. Park West
A. -T. A. Survey for M.A. Sf
SEGALE 1 NDUSTR II
TUKWILA Ni
DRAWING No.
2354
REVISED
APPROVED
R. E. M.
P Rn.I