HomeMy WebLinkAboutPermit D12-292 - SEGALE PROPERTIES - BUILDING 734 REROOFSEGALE PROPERTIES
BUILDING 734
18338 ANDOVER PK W
D12 -292
City JPTukwila
•
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
DEVELOPMENT PERMIT
Parcel No.: 3523049018
Address: 18338 ANDOVER PK W TUKW
Suite No:
Project Name: SEGALE PROPERTIES BUILDING 734
Permit Number: D12-292
Issue Date: 09/11/2012
Permit Expires On: 03/10/2013
Owner:
Name: SEGALE PROPERTIES LLC
Address: PO BOX 88028 , TUKWII,A WA 98138
Contact Person:
Name: BARRY BENNETT
Address: PO BOX 88028 , TUKVVILA WA 98138
Contractor:
Name: SEGALE PROPERTIES LLC
Address: PO BOX 88028 , TUKWILA WA 98138
Contractor License No: SEGALPL902CQ
Lender:
Name: SELF FUNDED - SEGALE PROPERTIES
Address:
Phone: 206 - 575 -2000
Phone: 206 - 575 -2000
Expiration Date: 04/01/2014
DESCRIPTION OF WORK:
INSTALL NEW SINGLE PLY MEMBRANE ROOF OVER AN EXISTING BUILT -UP ROOF. THE SINGLE MEMBRANE IS THE 2ND
ROOF COVERING. FIRE CLASSIFICATION OF ROOFING ASSEMBLY "C" RATING. NO ROOF INSULATION REQUIRED PER
SECTION 1132.1, EXCEPTION 6A OF THE WASHINGTON STATE ENERGY CODE.
Value of Construction: $40,300.00 Fees Collected: $1,362.53
Type of Fire Protection: AFA International Building Code Edition: 2009
Type of Construction: III-B Occupancy per IBC: 0025
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
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D12 -292 Printed: 09 -11 -2012
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
N
N
N
Number: 0
Size (Inches): 0
Start Time: End Time:
Volumes: Cut 0 c.y. Fill 0 c.y.
Start Time: End Time:
Private: Public:
Profit: N Non - Profit: N
Private: Public:
Date:
0°��II�l2
I hereby certify that I have read and : ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complie hether specified herein or not.
The granting of this permit does not pre .• e 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: 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.
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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431- 3670).
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D12 -292 Printed: 09 -11 -2012
7: AU plumbing and gas piping work shall Fpected and approved under a separate pet issued by the City of Tukwila
Building Department (206- 431 - 3670).
8: 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.
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.
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•
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. -0 \ ?-
Project No.
Date Application Accepted:
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
Site Address: 18338 Andover Park West
Tenant Name: Segale Business Park Building 734
King Co Assessor's Tax No.: 352304 9018
Suite Number: Floor:
New Tenant: ❑ Yes ® ..No
PROPERTY OWNER
Name: Barry Bennett
Name: Segale Properties LLC
Address: PO Box 88028
Address: PO Box 88028
City: Tukwila State: WA
City: Tukwila State: WA
Zip: 98138
CONTACT PERSON — person receiving all project
communication
Name: Barry Bennett
Address: PO Box 88028
Address: PO Box 88028
Phone: (206) 575 -2000 Fax: (206) 575 -2000
City: Tukwila State: WA
Zip: 98138
Phone: (206) 575 -2000 Fax: (206)
575 -1662
Email: bbennett @segaleproperties.com
GENERAL CONTRACTOR INFORMATION
Company Name: Segale Poperties LLC
Address: PO Box 88028
City: Tukwila State: WA Zip: 98138
Phone: (206) 575 -2000 Fax: (206) 575 -2000
Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2014
Tukwila Business License No.: BUS- 0101320
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ARCHITECT OF RECORD
Name: Self funded
Address:
Company Name: NA
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name: Self funded
Address:
Company Name: NA
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: Self funded
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATION — 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 40,300
Describe the scope of work (please provide detailed information):
Install new single ply membrane roof over an existing built -up roof. (The single membrane is the second roof covering.)
Fire classification of roofing assembly: "C" rating.
No roof insulation required per section 1132.1 exception 6a of the Washington State Energy code.
Existing Building Valuation: $
Will there be new rack storage? ❑ Yes
0.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ 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.
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1s` Floor
21 ,616
IIIB
B2, S
2nd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ 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.
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Page 2 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT 1 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 0 NE OR AUTHOR]�7JED .'
Signature: ��/�� ,-� /y/
Print Name: Steven R. Nelson Day Telephone: (206) 575 -2000
Mailing Address: PO Box 88028 Tukwila WA 98138
Date: 08/31/2012
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City State Zip
Page 4 of 4
•
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.TukwilaWA.gov
Parcel No.: 3523049018
Address: 18338 ANDOVER PK W TUKW
Suite No:
Applicant: SEGALE PROPERTIES
RECEIPT
Permit Number: D12 -292
Status: PENDING
Applied Date: 08/31/2012
Issue Date:
Receipt No.: R12 -02519
Payment Amount: $1,362.53
Initials: WER Payment Date: 08/31/2012 02:49 PM
User ID: 1655 Balance: $0.00
Payee: SEGALE PROPERTIES LLC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 2120 1,362.53
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: $1,362.53
823.05
534.98
4.50
doc: Receiot -06 Printed: 08 -31 -2012
INSPECTION RECORD �iZ7�� ,Z.
Retain a copy with permit,
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION `R
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project
S6 .
Typof Injection:
, j . -L L,,, t/1 .&
6.-
Address:
1 k3 3R A-AJo o vJ ■Al
Date Called:
Special Instructions:
0 C e SS-7 V-01 >a
'7 9;[O;A6.4 `
Date Wanted:.
"2-5 'r�
.m.
Requester:
Phone No:
C7, - 310 -2.arl
Approved per applicable codes. D Corrections required prior to approval.
COMMENTS:
Date:
CTION FEE REQU RED. Prior to next inspection, fee must be
6300 Southcenter = vd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
(206) 431 -3670
D12- 2. 2_
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431 -2451
Project:
Sef-vA 1 e r\3''i ; e's,
Type of Inspection:
Pie - 120 Rco f--
Address:
1 0. 3 3 a oN,Jv( weJ Qc cu
Date Called:
Speaal Instructions:
Da Wanted:.
4 l44rZ
a:m:
P.
Request r:
Phone No:
Approved per applicable codes. Corrections required prior to approval.'
COMMENTS:
a
Inspe
Dater
SPECTION FEE RE F UIRED. Prior t'next inspection, fee must be
at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
2 :.
a.
STRUCTURAL
ENGINEERS
Engineers Northwest Inc., P.S.
We get
buildings
built.
August 29, 2012
SEGALE PROPERTIES
5811 Segale Park Drive C
Tukwila, WA 98188
ATTN: Steve Nelson
RE: Segale Building 734
18338 Andover Park West, Tukwila, WA
Roof Membrane Replacement
ENW Project No. 12- 000084
Steve:
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 0 7 2012
BULDNGila
DIVISION
It is my understanding that you are anticipating a roof repair for Segale Building 73
located at 18338 Andover Park West, Seattle, WA. As you know, this building, built in
the mid 1970's, has a wood framed roof structure and a single built -up roofing system.
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.
It is my understanding that you will be adding a new single ply membrane over the
existing built -up membrane.
Section 3404.3 of the 2009 ICC allows for a 5% increase in the dead Toad on the roof
without requiring modification to the original structural members. By adding a single ply
membrane you will be only adding 0.5 pounds per square foot to the dead load on the
roof. It is my opinion that the existing roof structure is adequate to support the new roof
membrane.
Please feel free to call if you have any questions.
Sincerely,
ENGINEERS -• RTHWEST, 1 ., P.S.
Dale Kaemingk, P.E., S.E.
Vice President
DK:jk
•
RECEIVED
CITY OF TUKWILA
AUG 3 1 2012
PERMIT CENTER
9725 Third Ave NE, Suite 207 • Seattle, WA 98115
206.525.7560 • fax 206.522.6698
www.englneersnw.com
August 31, 2012
*. VERSICO
ROOFING SYSTEMS
A SINGLE SOURCE FOR SINGLE -PLY ROOFING
Ms. Stefani Christian
Rainbow Federal, Inc.
P.O. Box 1116
Carnation, WA 9801q
RE: Segal Properties
Dear Ms. Christian:
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ROVED
SEP072012
BUILDING Tukwila
DIVISION
Please accept this as confirmation that Versico Roofing Systems Mechanically Attached TPO
membrane when installed directly over an existing UL Class A, B, or C roofing system will
maintain the existing UL fire rating.
If any further questions arise, please feel free to contact me at 877 - 301 -0180.
Sincerely,
John Souders
Sr. Design Analyst
Project Review
cc: J. Scarlette
B. Ostroska
p12-292
RECEIVED
CITY OF TUKWILA
AUG 3 1 2012
PERMIT CENTER
Verslco
PO Box 1289
Carlisle, PA 17013
Tel: 800-992-7663
Fax: 717 -960 -4036
Web: www.versico.com
CHAPTER 11
- ADMINISTRATION AND ENFORCEMENT
R�axs t~R r,
OftTION 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 ofthis Code is to provide minimumstandards
for new or altered buildings and structures or portions
thereofto achieve efficient use and conservation of energy.
It is intended that the provisions provide flexibility to .
permit the use of innovative approaches and techniques to
achieve efficient use and conservation of energy.
The purpose ofthis Code is not to create or otherwise
establish or designate any particular class or
persons who will or should be especially pm
benefited by the terns ofthis Code. This Co
intended to abridge any safety orheahh req
required under any other applicable codes or
The provisions ofthis Code do not cons' • ?.
efficiency ofvarious energy forms as they
the building envelope.
SECTION 1120 — SCOPE
IThis Code sets forth minimum requiiemen
and commissioning of new or altered buildings and
strictures or portions thereofthatprovide facilities or
shelter for public assembly, educational, business,
mercantile, institutional, storage, factoiy, industrial, and-
multifamily residential occupancies by regulating their
exterior envelopes and the selection oftheir mechanical
systems, domestic water systems, electrical distribution and
illuminating systems, and equipment for efficient use and
conservation ofenergy. - . -
- EXCEri.tON: The provisions ofthis code do not apply
to tempomzy growingstru tuna used solely for the
commercial production ofhortimkural plants including
ornamental plants, flowers, vegetables, and fruits.
"Temporary growing strncture"means a stnucu a that basthe
sides and roof covered with polyethylene, polyvinyl, or
similar flexible synthetic matmal and is used to provide
plants with either frost pmtection or jncaeased heat retention.
A temporary growing structure is not considered a building
for proposes ofthis Code.
.-. 1.1
2009 Edition
EXCEPTION: Thebuld ngofficialmaly approve designs
of alterations or repairs which do not fully conform with all
of therequireunsrts of Sections 1130 thorn,* 1134 where in
the opinion of the building official fall compliance is -
physically imposstole 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 ofthe initial -
construction ofthe building.
1131 Additions to Foisting Buildings: Additions to
erastingbuildings 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. -
lilXCEPTION: New additions which do not fully comply
i r requiremerts of this Code and which have a floor
is less than 750 R4 may be approvedprovided that
r, c are made to the exi ttingbuilding to
:1 a for any deficiencies lathe new addition
bane shallbe demonstrated by either systems analysis
1141.4 or component performance calaalations
1330 through 1334. The nonconfommngaddition
.1. graded existing building shall have an energy budget
•::,_ - UA and SHGC that are less than or equal to the
J. raved existingbuildingwith the addition designed to
., ly with this Code. These additions are also exempt from I
1314.6. -
rations and. Repairs: Alterations and repay to
buildings orpordons thereoforiginally constructed subject
to the requirements ofthis Code shall conform to the .
provisions ofthis Code without the use ofthe exception in
Section 1130. Otheralterations and repairs may be made to
existing buildings and moved buildings without making the
enthe building comply with all of the requirements of this
Code for new buildings, provided the following
EVIE
CODE CO
nritstrp
derive t to 0
WED FO
MPLIAN
ROVED
7 2012
City of
Tukwila
DIVISI
SECTION 1130 — APPLICATION TO EXISTING
BUILDINGS .
Additions, alterations or =Fairs, changes ofoccupancy or
use, or historic buildings that do not comply with the -
requirements for new buildings shall comply with the
.requirements in Sections 1130 through 1134 as applicable.
Effective January 1, 2011
•
Per
1132.1 Building Envel ope: Alterations or repairs shall
comply with nominal R-values and glazing requirements in
able 13 -1 it 13-
c4: M :4'
NS: 1. Storm windows installed over existing
t'
2. Glass replaced in existing sash and frame provided that
glazing is of equal or lower U- factor.
3. For solar heat gain coefficient compliance, glazing with
a solar heat gain coefficient equal to or lower than that ofthe
other eidsting glazing. .
4. Existingroofloeiling wall or floor cavities exposed
during construction provided that these cavities are insulated
to foil dipthwith insulation having a minimum nominal
Milne of R-3.0 per inch installed per Sections 1311 and 1313..
5. Exis ring Walls and floors without rimming ,
provided that any new awitieS addefiteceemati and
ffans comply wihThmeption.4.
iTY OF T U K W I L A
AUG 3.1 2012
75
PERMIT CENTER
WASHINGTON STATE ENERGY CODE
6. Existing roofs where the roof membrane is being
replaced and
The roof sheathingor roof insulation is not dosed; or
In no case shallthe energy efficiency ofthe building be
decreased. -
1132.2 Mechanical. Systems: Those parts ofsystens
which are altered or replaced shall comply with Chapter 14
of this 03de. Additions or alterations shall not be made to
an existing .mechanical systemthat will cause the existing
mechanical systemto 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 isj added to a space that was
not previously cooled, the mechanical cooling system shaft
comply with Sections 1413 and er 1423 or 1433.
Exceptions: The era: only apply to situations -
wher: mechanical coolingis eddied to a space that was not
previously cooled. -
L Water-cooled re&igpration equ ipnreat provided witha
water econcimiz.er meetingtbe 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 foil compliance with
this Code may be approved when-the bnidiingoffieial
determines that existing building or occupancy constraints
make full compliance impracti®1 or where full compliance
would be economically impractical
Alteistions to- existing mechanical cooling systens
shall not decrease economizer capacity unless the system
complies with Section I413 and either 1423 or 1433.1n
addition, for existing mechanical cooling systems that do
not comply with Sections 1413 and either 1423 or 1433,
including both the individual unit size funks and the total
blinding capacity limits on units without econonzer, other
alterations shall comply with Table 11 -1. .
When space cooing equipments replaced, controls
shall be installed to provide for integrated operation with
economizer in accordance with Section 1413_1
Existing equipment Currently in use may be relocated
within the same floor or same tenant space ifren owed 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 T able
15 -1, the installed lighting wattage shall Comply with
Section 1521 or 1531. '
Other tenant improvements, alterations or repairs when
60 pereent-or more ofthe fixtures in a space enclosed by
Walls orceiling -height partitions are new shall comply with
Sections 1531 and 1532. (Where this threshold is triggered,
the areas ofthe affected spaces may be combined for
lighting code compliance calculations.) Where less than 60
Percent ofthe fixtures in a space enclosed by walls or
celing- height partitions are new, the installed lighting
wattage shalibe 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 rooflcelling 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 15133
and, as : . ficable,1513.8. In addition, office areas less
than 300 enclosed by wails or ceiling- height partitions,
and all meeting and conference rooms, and all school
classrooms, shallbe equipped with occupancy sensors that
comply with Section 1513.6 and 1513.8_ Where a new
fighting panel (or a. moved fighting panel) with all new
raceway and conductor wiling f om the panel to the fixtures
is being - installed, controls shall also comply with the other
requirements lo Sections 1513.6 thmngh 1513.8.
Where newwalls or ceiling-height partitions are added to
an existing space and create a new enclosed space,but the -
lighting futures 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
1513.6through 1513.8. - -
Those motors which are altered orrepieced shall comply
with Section 1511.
1133 Change of Occupancy or The: Changes of
occupancy or use shall comply with the following
requirements: - - -
a. Any unconditioned space that altered to become semi -
heated; cooled, or fully heated, or any semi- heated space
that is altered to become cooled or fully heated spa a sliaft•
be required to be brought into full compliance with this
Code.
b. Any nomesidential space which is converted to multi- _
family residential space shall be brought into full
compliance with this Code.
c. Any naafi-family residential space which is converted to
nonresidential space shall be required to comply with all of
the pro.
rovisions ofSections 1130 through 1132 ofthis Code.
1134 Histor'ieBuildings: The building official may -
nmdify the specific requirements ofthis Code for historic
buildings and require in lieu thereof alternate requirements
which will resuk in a reasonable degree ofenergy
efficienby. Thiis modification may beallowed for those
buildings which have been specifically designated as
historically significant by the state or localgoveming body,
or listed in The National Register of Historic Places or
which have been determined to be eligible for listing. -
1135 Commissiammg: Qfmmissinning in compliance with .
Sections 1416 and 1513.8 shall be required for new systems
- or modified portions of systems, with a heating capacity of
600,00 Btu/h or a coofmg capacity of 40 tons or more.
76. Efbecthe.January1, 2011
VERSICO'S "LEE
VERSIWELD® REINFORCED TPO MEMBRANE-0�•r�
Overview
Versico's VersiWeld membrane is a premium heat - weldable
single -ply thermoplastic polyolefin (TPO) sheet designed
for new roof construction and re- roofing applications.
VersiWeld High Slope (HS) membrane (also known as
Extra Slope (ES)) Is formulated with additional flame
retardant (compared to Standard) for higher -slope
fire code approvals.
Versico's VersiWeld TPO membrane is based on advanced
polymerization technology that combines the flexibility of
ethylene - propylene (EP) rubber with the heat weldability
of polypropylene. All VersiWeld TPO membranes include
OctaGuard XTTM, an industry - leading, state -of- the -art
weathering package. OctaGuard XT technology enables
VersiWeld TPO to withstand extreme weatherability
testing intended to simulate exposure to severe climates.
Physical properties of the membrane are enhanced by
a strong polyester fabric that is encapsulated between
the TPO -based top and bottom plies. The combination
of the fabric and TPO plies provides VersiWeld reinforced
membranes with high breaking strength, tearing strength
and puncture resistance. The relatively smooth surface
of VersiWeld membrane produces a total surface fusion
weld that creates a consistent, watertight monolithic roof
assembly. The membrane is environmentally friendly and
safe to install.
VersiWeld Standard and HS /ES products are available
in highly reflective white, tan and gray, in 45 -mil, 60 -mil
VERSICO
ROOFING SYSTEMS
and 80 -mil thicknesses. Sixteen special colors are
also available (see Versico TPO Color Palette brochure).
Available widths are 4 -, 5- and 6 -ft perimeter sheets
and 8 -, 10- and 12 -ff field sheets.
Versico's VersiWeld tan and white TPO membrane
can contribute toward LEED® (Leadership in Energy
and Environmental Design) credits. Tan and white
VersiWeld are ENERGY STAR ®"' - qualified and California
Title 24 compliant.
Features and Benefits
• Outstanding puncture resistance
• Chlorine -free with no halogenat
• Plasticizer -free; does not contai
polymeric plasticizers
• Excellent low temperature imp
• Excellent chemical resistance
restaurant exhaust emissions
CQ � : =. �.� D FOR
liqul �POMPLIANCE
ROVED
ct resi
eo 71012
o acids, bases an
• Exceptional resistance to he. , I Nd n�kwiIa
and oxidation �+vfll�'
G DIVISION
• Low water vapor permeance and water absorp
• Hot -melt extrusion processed for complete
scrim encapsulation
• Warp- knitted fabric (not woven) for noo h uc
and greater thickness over scrim RECEIVED
CITY OF f,JWILA
• VersiWeld TPO is 100% recyclable (refer to e I
Recyclability Statement)
Installation
AUG 3 1 2012
PIERIVIIT-GENTER
VersiWeld Roofing Systems are quick to install as minimal
labor and few compenents are required. The systems
may be Installed utilizing labor - saving devices that make
sheet welding fast, clean, consistent and easy to learn,
while reducing strain on the roofing technician.
The Versico Mechanically Attached Roof System
installation starts with the insulation fastened with a minimum
of 5 fasteners per 4 by 8 ft. board. The VersiWeld reinforced
membrane is mechanically fastened to the deck using
HPVX FastenersTM and HPVX PlatesTM or HPV -XL Fasteners
2
INGLE SOURCE FOR SINGLE -PLY ROOFING
Verslco, PO Box 1289, Carlisle, PA 17013
Tel: 800.992.7663 Fax: 717.960.4036 Web: www.verslco.com
T E C H N I C A L D A T A B U L L E T I N
and HPV -XL Plates. Adjoining sheets of VersiWeld membrane
are overlapped over the fasteners and plates and joined
together with a minimum 1% -inch (4cm) wide hot -air weld.
The Versico Fully Ahered Rooting System application
begins with the insulation fastened at the required density
(max. 1 every 2 sq. ff.) necessary to resist the appropriate
wind load. The substrate and membrane are coated with
an approved Versico TPO Bonding Adhesive and the
membrane is rolled into place.
CONSULT VERSICO SPECIFICATIONS FOR COMPLETE
INSTALLATION INFORMATION
Precautions
1. Sunglasses that filter out ultraviolet light are strongly
recommended as tan and white surfaces are
highly reflective. Roofing technicians should dress
appropriately and wear sunscreen to protect skin.
Physical Property
Tolerance on nominal thickness, %
ASTM D751 test method
Thickness over scrim, in. (mm)
ASTM 06878 optical method,
average of 3 areas
Breaking strength, Ibf (kN)
ASTM D751 grab method
Elongation break of reinforcement, %
ASTM D751 grab method
Tearing strength, Ibf (N)
ASTM D751 proc. B 8 in. x 8 in.
Brittleness point, °F ( °C)
ASTM D2137
Linear dimensional change, %
ASTM D1204, 6 hours at 158 °F
Ozone Resistance, no cracks 7X
ASTM 01149,100 pphm, 168 hrs
Water absorption resistance, mass %
ASTM D471 top surface only
166 hours at 158 °F water
Factory seam strength, ibf/in (kN/m)
ASTM D751 grab method
Field seam strength, lbftn (kN/m)
ASTM D1876 tested in peel
Water vapor permeance, Perms
ASTM E96 proc. B
Puncture resistance, Ibf (kN)
FTM 101C, method 2031
(see supplemental section)
Properties after heat aging
ASTM D573, 32 weeks 0 240 °F
Breaking strength, % retained
Elongation rekd., % retained
Tearing Strength, % retained
Weight change, %
Typical Weights
2. Surfaces may become slippery due to frost
and ice buildup. Exercise caution during cold
conditions to prevent falls.
3. Care must be exercised when working close to a
roof edge when surrounding area is snow - covered
as the roof edge may not be clearly visible.
4. Use proper stacking procedures to ensure
sufficient stability of the rolls.
5. Exercise caution when walking on wet membrane.
Membranes may be slippery when wet.
6. Store VersiWeld membrane in the original
undisturbed plastic wrap in a cool, shaded
area and cover the light- colored, breathable,
waterproof tarpaulins. VersiWeld membrane
that has been exposed to the weather must
be prepared with Weathered Membrane
Cleaner prior to hot -air welding.
VERSIWELD REINFORCED TPO MEMO.
YPICAL PROPERTIES AND CHARACT
ASTM D6878 Requirement 45 -mil
+15, -10 t 10
0.015 min
0.018 typ
(0.381) (0.457)
220 (976 N)
min
15 min
55 (245) min
-40 ( -40) max
± 1 max
PASS
± 3.0 max
66 (290) min
No requirement
No requirement
No requirement
60 -mil
± 10
0.024 typ
(0.610)
80 -mil
±10
0.034 typ
(0.864)
225 (1.0) min 250 (1.1) min 350 (1.6) min
320 (1.4) typ 360 (1.6) typ 425 (1.9) typ
15 min 15 min 15 min
25 typ 25 typ 25 typ
55 (245) min 55 (245) min 55 (245) min
130 (578) typ 130 (578) typ 130 (578) typ
-40 ( -40) max -40 ( -40) max -40 ( -40) max
-50 ( -46) typ -50 ( -46) typ -50 ( -46) typ
t l max t l max ± l max
-0.2 typ -0.2 typ -0.2 typ
PASS PASS PASS
t3.0max t3.0max t3.0max
2.0typ 2.0typ 2.0typ
66 (290) min 66 (290) min 66 (290) min
25 (4.4) min 25 (4.4) min 40 (7.0) min
50 (8.8) typ 60 (10.5) typ 70 (12.3) typ
0.10 max 0.10 max 0.10 max
0.05 typ 0.05 typ 0.05 typ
250 (1.1) min 300 (1.3) min 400(1.8) min
325 (1.4) typ 350 (1.6) typ 450 (2.0) typ
90 min 90 min 90 min 90 min
90 min 90 min 90 min 90 min
60 min 60 min 60 min 60 min
t1.0max t1.0max t1.0max t1.0max
0.23Ib /ft, (1. kg /m2) 0.29 (1.4) 0.40 (2.0)
Typical properties and characteristics are based on samples tested and are n . . . . pies of this
product. This data and information is intended as a guide and does not reflect the specification range for any particular
property of this product.
T E C H N I C A L D A T A B U L L E T I N
Extreme Testing for Severe Climates
ASTM Standard D6878 is the material specification for
Thermoplastic Polyolefin Based Sheet Roofing. It covers
material property requirements for TPO roof sheet and
includes initial and aged properties after heat and xenon -arc
exposure. As stated in the scope of the standard, "the
tests and property limits used to characterize the sheet
are values intended to ensure minimum quality for the
intended purpose." Versico's goal is to produce TPO that
ensures maximum performance for the intended purpose
of roofing membranes. Maximum performance requires the
membrane to far exceed the requirements of ASTM D6878.
For severe climates like Miami, FL and Phoenix, AZ, EXTREME
testing is required.
Heat Aging accelerates the oxidation rate that roughly
doubles for each 10 °C (18 °F) increase in roof membrane
temperature. Oxidation (reaction with oxygen) is one of
the primary chemical degradation mechanisms of
roofing materials.
VERS. - HEAT AGING
ASTM Requirement Versiweld Requirement
ASTM TEST 240 °F 32 weeks 52 weeks'
Versico 275 °F
Extreme Test
'Comparable to 1,024 weeks (20 yrs) at 185 °F for 6 hrs /day.
ire»
N/A
13 weeks
Test specimen is 1" by 4" piece of 45 -mil membrane
unbacked, placed in a circulating hot -air oven.
Criterion - no visible cracks after bending aged test
specimen around 0.25 " - diameter mandrel.
Xenon -Arc exposes the membrane samples to the
combined effect of ultraviolet, visible and infrared
radiation as well as ozone, heat and water spray, to
greatly acclerate the effects of outdoor weathering. The
radiation dose is measured in kilojoules per square meter
(kJ /m2) at 340 nm machine UV wavelength. The irradiance
power of the xenon -arc lamp is measured in Watts per
square meter (W /m2).
ASTM TEST
ASTM D6878
REQUIREMENT
kJ/m, at 340 nm 10,080
VersiWeld Results
45 -MIL 60 -MIL 80 -MIL
17,640 20,160 27,720
Test specimen is 2.75" by 5.5" piece of membrane,
unbacked, weathering side facing arc lamp.
Criterion - no visible cracks viewed under l0x
magnification while wrapped around 3 "-
diameter mandrel,
Environmental Cycling subjects the membrane to
repeated cycles of heat aging, hot -water immersion or
acid fog followed by xenon -arc exposure. The acid fog
accelerates acid etching that may occur from acid rain
if the roof membrane is not resistant to acidic conditions.
ASTM requirement - none
Versico EXTREME test*:
10 days heat aging at 240 °F (116 °C) followed by
5 days water immersion at 158 °F (70 °C) or with
another specimen set
5 eight -hour cycles in Kesternich sulfer dioxide
chamber (sulfurous acid fog) followed by
5040 kJ /m2 (2000 hrs at 0.70 W /m2 irradiance)
xenon -arc exposure
Test specimen is 2.75" by 5.5" piece of membrane
with edges sealed.
Criterion - after 3 complete cycles, test specimens
shall remain flexible and not have any cracking
under 10x magnification while wrapped around a
3 "- diameter mandrel.
T E C H N I C A L D A T A B U L L E T I N
Supplemental Approvals, Statements
and Characteristics:
1. VersiWeld TPO meets or exceeds the requirements of
ASTM D6878 Standard Specification for Thermoplastic
Polyolefin Based Sheet Roofing.
2. Radiative Properties for ENERGY STAR, Cool Roof
Rating Council (CRRC) and LEED.
ENERGY STAR
initial solar reflectance
ENERGY STAR initial
solar reflectance
after 3 years
CRRC initial
solar reflectance
CRRC solar reflectance
after 3 years
CRRC initial
thermal emittance
CRRC thermal
emittance after 3 years
Test Method White Tan Gray
TPO TPO TPO
Solar Spectrum 0.87 0.68 N/A
Reflectometer
Solar Spectrum 0.83 0.64 N/A
Reflectometer
(after cleaning)
ASTM C1549 0.79 0.71 0.46
ASTM C1549
(uncleaned)
ASTM C1371
ASTM C1371
( uncleaned)
0.70 0.64 0.43
0.90 0.86 0.90
0.86 0.87 0.88
LEED thermal emittance ASTM E408 0.95 0.95 0.95
SRI (Solar Reflectance Index) ASTM E1980 110 88 55
Solar Reflectance Index (SRI) is calculated per ASTM
E1980. The SRI is a measure of the roof's ability to
reject solar heat, as shown by a small temperature
rise. It is defined so that a standard black (reflectance
0,05, emittance 0.90) is 0 and a standard white
(reflectance 0.80, emittance 0.90) is 100. Materials
with the highest SRI values are the coolest choices for
roofing. Due to the way SRI is defined, particularly hot
materials can even take slightly negative values and
particularly cool materials can even exceed 100.
Pre - consumer Recycled Content
Post - consumer Recycled Content
Manufacturing Location(s)
Solar Reflective Index
10%
0%
Senatobia, MS
Tooele, UT
110
3. VersiWeld TPO membranes conform to requirements
of the U.S.E.P.A. Toxic Leachate Test (40 CFR part 136)
performed by an independent analytical laboratory.
4. VersiWeld reinforced TPO was tested for dynamic
puncture resistance per ASTM D5635 -04 using the
most recently modified impact head. 45 -mil was
watertight after an energy impact of 12.5 J (9.2 ft-lbf)
and 60 -mil was watertight after 22.5 J (16.6 ft -Ibf). The
80 -mil product was watertight after an impact energy
of 30.0 J (22.1 ft-lbf).
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PUNIC° PY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -292 DATE: 08 -31 -12
PROJECT NAME: SEGALE PROPERTIES BUILDING 734
SITE ADDRESS: 18338 ANDOVER PK W
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DE ARTMENTS:
•`v ��1� y,,p, ,�t'^
B i in ivision Fi el` Prevention U ( 1 Planning Division
9 9
Public Works
n
Structural
❑ Permit Coordinator IF
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
DUE DATE: 09 -04 -12
Not Applicable
Comments:
Permit Center Use Only:
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUESITHURS ROUTING:
Please Route
Structural Review Required
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 10-02 -12
Approved ❑ Approved with Conditions Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS: DATE:
P. ermit•Center Use Only •
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
Contractors or Tradespeople Pilfer Friendly Page
1
General /Specialty Contractor
A business registered as a construction contractor with LEI 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
SEGALE PROPERITIES LLC
2065752000
Po Box 88028
Tukwila
WA
981382028
King
Limited Liability Company
UBI No. 602023533
Status Active
License No. SEGALPL902CQ
License Type Construction Contractor
Effective Date 2/18/2010
Expiration Date 4/1/2014
Suspend Date
Specialty 1 General
Specialty 2 Unused
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
12DLS31006
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
4
Alaska National
Insurance Co
12DLS31006
04/01/2012
04/01/2013
$1,000,000.00
03/30/2012
3
Alaska National
Ins Co
11DLS31006
04/01/2011
04/01/2012
$1,000,000.00
03/29/2011
2
ALASKA
NATIONAL
INSURANCE
COMP
1ODLS31006
04/01/2010
04/01/2011
$1,000,000.00
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/lni/bbip/Print.aspx
09/11/2012
1
0
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Cn
4"
4"
4
REVIEWED FOR
CODE COMPLIANCE
APPROVED
• -�
SEPARATE PERMIT
REQUIRED FOR:
1 Mei:helical
Electrical
Plumbing
Dos
City of Tukwila
,BUILDING DIVISION
Th
u
•
ect./ .41,Y
LEGAL DESCRIPTION: .
That portion of Government Lot 5 in Section 35, Township 23
North, Range 4 East, W.M., in King County, Washington, de-
scribed as follows:
BEGINNING at a monument at the Northeast corner of the South-
west Quarter of the Northeast Quarter of the said Section 35;
thence South 07 °44'56" West 956.67 feet to a Point of Curve;
.thence along a curve to the right having a radius of 2,500.00
feet, through a central angle of 21 °29'22" an arc distance of
937.65 feet; thence South 29 °14'18" West 117.30 feet; thence
South 60 °45'42" East 30.00 feet to Point "A" and the TRUE POINT
OF BEGINNING; thence continuing South 60 °45'42" East 225.02
feet to the Westerly margin of the King County Flood Control
Easement; thence Northeasterly along said Westerly margin along
a curve to the right, whose center bears South 54 °35'49 ", having
a radius of 560.00 feet, through a central angle of 10 °47'49" an
arc_c1istance of 105.52 feet; thence North 46 °12'00" East 200.00
feet -to a point of curve- thence along a curve to the left hav-
ing a "radius of 460.00 feet, through a central angle of 25 °47'00"
an arc distance of 207.00 feet to a Point of Compound Curve;
thence along a curve to the left having a radius of 1000.00 feet,.
through a central angle of 6 °47'12" an arc distance of 118.45
feet; thence North 66 °54'09" West 338.39 feet to the Easterly
margin of a road easement; thence Southwesterly along said mar-
gin along a curve to the right whose center bears North 71 °16'17"
West having a radius of 2,530.00 feet through a central angle of
10.30'35" an arc'distance of 464.08 feet; thence South 29 °14'18.
west 117.30 feet to the TRUE POINT OF BEGINNING.
RESERVING an easement for sidewalk and utilities purposes over .
the Northwesterly 15.00 feet thereof.
RESERVING the right of ingress
improve and extend utilities.
RESERVING an easement for railroad purposes, including
limited to main track, lead track, and spur tracks, as
for access zinc: storage, over that portion thereof lying
easterly of the Southeasterly building line produced.
and egress to maintain, install,
RESERVING an easement for common
ingress, egress and parking over
thereof.
RESERVII :G an ea
.ingress, egress
nit: limited to,
that portion th
hYiildinq line p
but not
well as -
South-
access purposes, including
the Southwesterly 15.00 feet
sement for common access purposes, including
, parking, and railroad purposes, including but
main track, lead track and spur track, over
ereof lying Northeasterly of the Northeasterly
ro:i'iced.
•
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s
O.
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-off.
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/
COPY
1
RESERVING a 10.00 feet wide sanitary sewer easement over,
across, through and under that portion of said Government Lot 5,
the centerline of said easement is described as follows:
COMMENCING at the aforementioned Point "A "; thence North.
29'14'18" East 74.00 feet to the TRUE POINT OF BEGINNING of
said centerline; thence South 60 °45'42" East 16.00 feet.; thence
South 12 °40'52" West 77.20 feet to a point on-the Southerly line
of the parcel described above and the terminus of said center-
line,' said point lying South 60.45'42" East 38.00 feet from the
said Point "A" and shortening and extending the sidelines of
said 10.00 foot wide easement to terminate at said Southerly
line. . .
RESERVING an.easemen_t,for building setback purposes over a. .
60 foot wide strip of land lying Northeasterly of the North-
easterly building line produced. Being bounded on the East
by the King County Flood Control Easement and on the West bv.
an arc having a radius of 60 feet, whose center is the North-
westerly corner of the said building, and terminus at inter-
section with the Northeasterly property line.
SUBJECT TO easements, restrictions, and reservations of
record, if any.
45119
so
•
�Y�G'Yarn
RFVISUDNS 1
No oh^ ^des shall h�, made to the scope
of d•lnr?t without prior approval of
"-;.'v ^i 1a Building Division •
require a new 111,2n suhm° �?I
cri ray in: i:de add tional plan revje +.:r fees. j
PoinfAId'
ATTACHMENT #1
SBP /MAS BUILDING 741
�3Q
rove! - . r to errors and omissions.
construction documents does not authorize
V101 :;4 on of any adopted code or ordinance. Receipt
app!oved Field Copy and conons is acknowledged:
/4 /' !r
Date:
///c7:
City Of lbkwila
BUILDING DIVISION'
RECEIVED
CITY O 6;
AUG 3 1 2012
PERMIT CENTER
b 29JUL 2° 1990
i
=SITE ADDRESS: 18290 -18298 ANDOVER =PAR WEST r-
1\11()11NWIT11:.
SURVEYORS Y ENGINEERS eaCi
SCALE ' /
DATE T -. ' -
D'tAwtt- IT cT