HomeMy WebLinkAboutPermit D14-0205 - HIGHLINE MEDICAL CENTER - REROOFHIGHLINE
MEDICAL CENTER
2801 S 128 ST
EXPIRED
01/11/2015
D14-0205
Parcel No:
Address:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: htta://www.TukwilaWA.gov
DEVELOPMENT PERMIT
1623049339 Permit Number:
2801S128THST
Project Name: HIGHLINE MEDICAL CENTER
Issue Date:
Permit Expires On:
D14-0205
7/15/2014
1/11/2015
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
HCH SPECIALTY CENTER
12844 MILITARY RD S ATTN
ACCOUNTING DEPT, TUKWILA, WA,
98168
RICHARD MARCELLE
PO BOX 2841, YELM, WA, 98597
V & R SHEET METAL LLC
8502 320TH ST S , ROY, WA, 98580-
9728
VRSHESM973KM
Phone: (253) 843-1344
Phone:
Expiration Date:
DESCRIPTION OF WORK:
REMOVE EXISTING BUILT-UP ROOF, REINSTALL NEW BUILT-UP ROOF, COPING, AND FLASHINGS. THERE WILL BE
NO CHANGES TO THE SHEATHING OR UNDERLAYENT. ROOF SIZE IS 7200 SF.
Project Valuation: $82,000.00 Fees Collected: $2,252.66
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction:
Occupancy per IBC:
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 20
Sewer District: VALLEY VIEW SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
2012
2012
2012
2012
International Fuel Gas Code:
WA Cities Electrical Code:
WA State Energy Code:
2012
2012
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature: . L... I Date: 4
I hearby certify that I have read and e -d this permit and know the same to be true and correct. All
provisions of law and ordinances gove : his 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 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:_%
IY
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable
with the following concerns:
3: Application of roof coverings with the use of an open -flame devices requires a separate permit from the
Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)
575-4407. There shall be not less than one multi -purpose portable fire extinguisher with a minimum 2-A 20
-B:C rating and a minimum 5/8 inch diameter charged water line on the roof being covered or repaired.
(IFC 105.6.23, 3504.2.5, 3504.2.6)
1: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
4: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
5: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
6: ***BUILDING PERMIT CONDITIONS***
7: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
8: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
9: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
10: 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.
11: 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.
12: 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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0612 EXT ROOFING INSUL
0103 PRE-REROOF
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Svuthcenter Blvd., Suite 100
Tukwila, WA 98188
lutp://www.TukwilaWA.gov
Building Fermin
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**
King Co Assessor's Tax No.: `tt 2 7o4 — ;31
Site Address: Zebi Tukwilla, WA 98168
Tenant Name: Highline Medical Center
Suite Number:
Name: Catholic Health Initiative
Address: PO Box 636000
City: Littleton State: CO
Zip: 80163
,1�:.,.
communtcattonh }
]..
Name: Richard Marcelle
Address: Po Box 2841
City: Yelm State: WA
Zip: 98597
Phone: (253) 843-1344 Fax' (253)
843-0737
Email: vrsheetmetal@att.net
Company Name: V&R Sheet Metal
Address: PO Box 2841
City: yelm State: WA Zip: 98597
Phone: (253) 843-1344 Fax: (253) 843-0737
Contr Reg No.: VRSHESM973KM Exp Date: 05/15/2015
Tukwila Business License No.: ON 1,(970114
0
It:1App11catioor\Fonrn-Applications On Luset261 1 Application,Pcrmit Applicitiun Rcviscd - l-9-I I docx
Resescd: August 2611
bA
New Tenant:
Floor:
❑ Yes
❑..No
,;ARCHITECTTOF,RECORD
. .
Company Namc:
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
n ENGINEE7t ot.i CORD
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/ QNA IgsUED,(requtred forprojects $5,000 or
'greaterper R W �1 .27 095)„'
Name: Catholic Health Initiative
Address: PO Box 636000
Clty: Littleton State: co
Zip: 80163
Pagelof4
BUILDING PERMIT INFORri/IA110N— 206-431-3670
Valuation of Project (contractor's bid price):
Describe the scope of work (please provide detailed information):
Existing Building Valuation:
Remove existing roof built-up roof, reinstall new built-up roof, coping i.tnd Dashings. There will be no changes to the sheathing or
underlayment. ROOF SIZE: 7,200 sq
Will there be new rack storage'? 0 Yes
r yes, a separate permit a nd plan submittal will he required.
Provide All Building Areas in Square Footage Below
Existing Interior Remodel
Addition to
Existing
Structure
Ne
Type of
Construction per
IBC
Type of
Occupancy per
IBC
Floors thru
Basetilent
Accessory Structure
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the tOundation of all structures, plus tiny decks over 18 inches and overhangs greater than 18 inches)
*kg an Accessory dwelling, provide the lollowing:
Lot Area (sq tA): 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? 0 Yes 55 ..... No 11"yes", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
El Sprinklers Automatic Fire Alarm 0 None ..... ..0ther (specify)
Will there be storage or use of flammable, combustible or hazardous nitneriak in the building? a Ye,; 12] No
if 'Ivey Which list qfmateriatv and Worage locations on a vepan.ae S-1,2" 1. I 1 " ilk -hiding and Ah0teriaiS4,ty /Xna AcelN
SEPTIC SYSTEM
0 On -site Septic System For on -site septic system, provide 2 copies of a current septic design improved by King County [lath
Department,
II Applt On I la,201 I Appl)ciallorlY.Prrniii. Appla.M.01% Rok med h 9 Jdock
}tcyl,tt Antilt 2101
No
rage 2 of -1
' 1 1 teiti
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 Buildiqg Official may gram one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested it! 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 WASIIINCTON, AND I AM AUTIIORIZED TO APPLY FOR T1IIS PERMIT.
BUILDING O\VNE,PADRXUTUOLUZED AGENT:
Signature:
Print Name: Richard Marcel le
Date: 06/30/2014
Day Telephone: (253) 843-1344
Mailing Address: PO Box 2841 Yelm WA 98597
City State Zip
SAppkicationsWorius-Applications On 1-ine,201 I Applications\ Permit Application Resiscd A-9-11 discs
Rtviscit August 201 I
bt
Page 4 of 4
DESCRIPTIONS
PermitTRAK
Cash Register Receipt
City of Tukwila
ACCOUNT
QUANTITY
PAID
2,252,66
D14-0205 Addre
2801 S 128TH ST
Apn: 1623049339
$2,252.66
DEVELOPMENT
$2,186.54
PERMIT FEE
R000.322.100.00.00
0.00
$1,322.45
PLAN CHECK FEE
R000.345.830.00.00
0.00
$859.59
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$4.50
TECHNOLOGY FEE
$66.12
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R2502
R000.322.900.04.00
0.00
$66.12
$2,252.66
Date Paid: Tuesday, July 01, 2014
Paid By: V & R SHEET METAL, LLC
Pay Method: CHECK 16933
Printed: Tuesday, July 01, 2014 11:33 AM 1 of 1
SYSTEMS
\f led(NfrI [''A? I
2801 S. 128TH ST., TUKWILA, WA.
04
i
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REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 1 1 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUL 01 t +#
PERMIT CENTER
Printed on 6/30/2014
TGFU.R19353 - Roofing Systems
FILE COPY
Permit No.
Page 16 of 32
Ply Sheet: — One or more plies "SR MB S21G S" or Type G1 or G2 fully adhered with Building Materials Corp of America, DBA GAF
"Topcoat® Matrix." MajorBond" Modified Bitumen Adhesive" applied at a rate of 11h-gal/100-ft2.
Membrane: — One ply "SR MB Cap 35 G S M FR Reflex" fully adhered with Building Materials Corp of America, DBA GAF "Topcoat®
Matrix" MajorBond'" Modified Bitumen Adhesive" applied at a rate of 1-1/2-gal/100-ft2.
102. Deck: C-15/32 Incline: 1/2
Insulation (Optional): — Any thickness Building Materials Corp of America, DBA GAF "EnergyGuard'"" or "EnergyGuard'" RA" or
"EnergyGuard'" RN" or "EnergyGuard'" RH" or "EnergyGuard'" RF" or "EnergyGuard" Ultra" polyisocyanurate, mechanically fastened or
adhered with OMG Inc. "OlyBond'" Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or
"DensDeck DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or
"SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any
UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints.
Base Sheet: — One ply Type G2 Building Materials Corp of America, DBA GAF "GAFGLAS® #75 Base Sheet" mechanically fastened.
Ply Sheet: — One or more plies "SR MB S21G S" or Type G1 or G2 fully adhered with Building Materials Corp of America, DBA GAF
"Topcoat® Matrix" MajorBond'" Modified Bitumen Adhesive" applied at a rate of 1-1/2-gal/100-ft2.
Membrane: — One ply "SR MB Cap 35 G S M FR Reflex" fully adhered with Building Materials Corp of America, DBA GAF "Topcoat®
Matrix." MajorBond" Modified Bitumen Adhesive" applied at a rate of 1-1/2-gal/100-ft2.
103. Deck: C-15/32
Incline: 1/2
Insulation: — Minimum 2-in. thick Building Materials Corp of America, DBA GAF "EnergyGuard"" or "EnergyGuard'" RA" or
"EnergyGuard'" RN" or "EnergyGuard'" RH" or "EnergyGuard'" RF " or "EnergyGuard'" Ultra" polyisocyanurate, mechanically fastened with
all butt joints in the insulation staggered a minimum of 6-in. from butt joints in plywood roof deck. Insulation butt joints not required to be
staggered when applied to a noncombustible roof deck.
Base Sheet: — One ply Type G2 Building Materials Corp of America, DBA GAF "GAFGLAS® #75 Base Sheet" mechanically fastened.
Ply Sheet: — One or more plies "SR MB S21G S" fully adhered with Building Materials Corp of America, DBA GAF "Topcoat® Matrix'"
MajorBond" Modified Bitumen Adhesive" applied at a rate of 1-1/2-ga1/100-ft2.
Membrane: — One ply "SR MB Cap 35 G S M FR Reflex" fully adhered with Building Materials Corp of America, DBA GAF "Topcoat®
Matrix'" MajorBond'" Modified Bitumen Adhesive" applied at a rate of 1-1/2-gal/100-ft2.
104. Deck: NC Incline: 1/2
Insulation (Optional): — Any UL Classified polyisocyanurate, perlite, wood fiber, glass fiber any thickness.
Base Sheet: — One ply Building Materials Corp of America, DBA GAF "Liberty SBS Self -Adhering Base/Ply Sheet" or "Liberty SA Base/Ply
Sheet" self -adhered.
Membrane: — "SR MB Reflex APP Plus" heat fused.
Class B - Fully Adhered
1. Deck: C-15/32 Incline: 1
Base Sheet: — Type G2 hot mopped, mechanically fastened or adhered with "APP Base" adhesive at 1-1/2 gal/sq.
Ply Sheet: — One or more plies of Type G2 hot mopped or adhered with "APP Base" adhesive at 1-1/2 gal/sq.
Membrane: — Performance Roof Systems Inc. "Permax A -Special", "Permax A-Xtra", "Permax A -Special Mineral" or "Permax A-Xtra
Mineral" (modified bitumen) adhered with "APP Base" adhesive, 1-1/2 gal/sq.
Surfacing: — Performance Roof Systems Inc. "Permalume MB", Grundy Industries "AL MB Aluminum Roof Coating" or Monsey Products
Co.'s "Aqua-Brite Aluminum Asphalt Emulsion", 1-1/2 gal/sq.
2. Deck: C-15/32 Incline: 1
Insulation: — Polyisocyanurate, polyisocyanurate/perlite composite, phenolic, phenolic/perlite composite, fiberglass, perlite, any
combination, 2 in. thick min., EPS with min 1 in. perlite cover, joints in insulation offset 6 in. with joints in deck, hot mopped, mechanically
fastened or adhered with "APP Base" adhesive, 1-1/2 gal/sq.
Base Sheet: — Type G2, hot mopped, mechanically fastened or adhered with "APP Base" adhesive at 1-1/
Membrane: — — Performance Roof Systems Inc. "Permax A -Special", "Permax A-Xtra", "Permax A -Special
Mineral" (modified bitumen) adhered with "APP Base" adhesive 1-1/2 gal/sq.
Surfacing: — Monsey Products Co.'s "Aqua-Brite Aluminum Asphalt Emulsion", 1-1/2 gal/sq.
3. Deck: C-15/32 Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, isocyanurate, perlite/ isocyanurate composite, 1-1/2
plywood joints 6 in)
Base Sheet: — One or more layers Type G2 or G3
Ply Sheet (Optional): — One or more layers Type G1
Membrane: — One or more layers of " IRO Ply SA-4", "IRO Ply MA-4", "IRO Ply SA-4 Premium", "IRO Ply M
Coating: — Tropical Asphalt Products Corp "120 Aluma-Brite," 2 gal/sq.
4. Deck: C-15/32 Incline: 1/2
RECEIVED
CITY OF TUKWIL
JUL 01 2014
PERMIT CENTEP
al/5REVIEWED FOR
"ICOMPCOM 'La1ANCE
APPROVED
JUL 1 1 2014
1.-min. thickness (offset from
City of Tukwila
-SU?tDIN `DIVISION
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TGFU.R19353 - Roofing Systems
Page 17 of 32
Base Sheet: — Two layers Type G2 or G3
Ply Sheet (Optional): — One or more layers Type G1 or one layer of " IRO Ply SA-4", "IRO Ply SA-4 Premium" heat fused.
Membrane: — "IRO Ply MA-4 Premium FR" heat fused.
5. Deck: C-15/32 Incline: 1/2
Base Sheet: — One layer Type G2 or G3
Ply Sheet: — One or more layers Type G1
Ply Sheet (Optional): — One layer of "IRO Ply SA-4", "IRO Ply SA-4 Premium" heat fused.
Membrane: — "IRO Ply MA-4 Premium FR" heat fused
6. Deck: C-15/32 Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, isocyanurate, perlite/isocyanurate composite, 1-1/2 in. min. thickness (offset from
plywood joints 6 in)
Base Sheet: — One or more layers Type G2 or G3
Ply Sheet (Optional): — One or more layers Type G1 or one layer of "IRO Ply SA-4", "IRO Ply SA-4 Premium" heat fused
Membrane: — One or more layers of " IRO Ply SA-4", "IRO Ply MA-4", "IRO Ply SA-4 Premium", "IRO Ply 4M APP" heat fused
Coating: — Tropical Asphalt Products Corp "120 Aluma-Brite," 2 gal/sq.
8. Deck: C-15/32 Incline: 1/2
Base Sheet: — Two layers Type G2 or G3
Ply Sheet (Optional): — One or more layers Type G1 or one layer of " IRO Ply SA-4" "IRO Ply SA-4 Premium" heat fused.
Membrane: — "IRO Ply MA-4 Premium FR," heat fused or "IRO Ply 180FR APP" or "IRO Ply 180X4FR APP" heat fused or cold applied.
9. Deck: C-15/32 Incline: 1/2
Base Sheet: — One layer Type G2 or G3
Ply Sheet: — One or more layers Type G1
Ply Sheet (Optional): — One layer of "IRO Ply SA-4" or "IRO Ply SA-4 Premium" heat fused.
Membrane: — "IRO Ply MA-4 Premium FR" heat fused or "IRO Ply 180FR APP" or "IRO Ply 180X4FR APP" heat fused.
10. Deck: C-15/32 Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, isocyanurate, perlite/isocyanurate composite, 1-1/2 in. min. thickness (offset from
plywood joints 6 in)
Base Sheet: — One or more layers Type G2 or G3
Ply Sheet (Optional): — One or more layers Type G1 or one layer of "IRO Ply SA-4" or "IRO Ply SA-4 Premium" heat fused.
Membrane: — One or more layers of "IRO Ply SA-4," "IRO Ply MA-4," "IRO Ply SA-4 Premium" or "IRO Ply MA-4 Premium" heat fused.
Coating: — Tropical Asphalt Products Corp "120 Aluma-Brite," 2 gal/sq.
11. Deck: C-15/32 Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, isocyanurate, perlite/isocyanurate composite, 1-1/2 in. min. thickness (offset from
plywood joints 6 in)
Base Sheet: — One ore more layers Type G2 or G3
Ply Sheet (Optional): — One or more layers Type G1 or one layer of " IRO Ply SA-4" or "IRO Ply SA-4 Premium" heat fused.
Membrane: — "IRO Ply MA-4 Premium FR" heat fused or "IRO Ply 180FR APP" or "IRO Ply 180X4FR APP" heat fused.
Coating: — Tropical Asphalt Products Corp "120 Aluma-Brite," 2 gal/sq.
12. Deck: C-15/32 Incline: 1/4
Base Sheet: — Two or more layers "SR BASE 40 PAS" (mechanically fastened or heat fused), "SR BASE 20 GSS", "SR SUPERIORPLY
BASE", Type G2 GAF Building Materials "GAFGlas #75", Johns Manville "GLASBASE" or Celotex "Vaporbar GB" (mechanically fastened or
hot mopped in place).
Membrane: — "DUFLEX", "DUFLEX G" or "POLYFLEX G" (modified bitumen), heat welded.
13. Deck: C-15/32 Incline: 1/2
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VIER
SCMEETA41dET4tL, LLC
June 30, 2014
FILE COPY
Dorm* No.
Re: 2801 S. 128th St., Tukwila Roofing project
To Whom It May Concern:
Phone 253-843-1344
Fax 253-843-0737
vrsheetmetal@att.net
The existing built up roof system (existing membrane is base sheet 3 plies in asphalt and granule
surfacing) and flashings is being removed to the plywood roof surface.
Installing G - 2 base sheet mechanically attached, .25" dense deck primed mechanically attached,
2 layer torch down roof system with granulated top surface, new 24 ga. coping and flashings.
Please let me know if you have any additional questions or need any additional information.
Sincerely,
Richard Marcelle
Managing Member
Office 253-843-1344
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 11 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUL 01 2014
PERMIT CENTER
PV+OLO5
PO Box 2841 Yelm, WA 98597-8519 Phone 253-843-1344 Fax 253-843-0737
PAGE 07221-13
SECTION 07221
ROOF INSULATION FOR WOOD DECK TYPES
1. PART I - GENERAL
1.1. RELATED DOCUMENTS:
A. Documents affecting work of this Section include, but are not necessarily limited to, General
Requirements, bidding documents and drawings.
1.2. SUMMARY:
A. This portion of the specification describes materials and workmanship required for installation of new
fibered cant strip and new gypsum -fiber cover board.
B. All materials described herein shall be furnished and installed by the rooting contractor unless
specifically noted otherwise.
1.3. SUBMITTALS
A. Prior to starting work, the roofing contractor shall submit the taper design for approval by the Owner's
approval.
1.4. PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Insulation shall be delivered to the site in an undamaged and dry condition. Material received that is not
dry or is otherwise damaged shall be rejected.
B. Storage under polyethylene or similar non -breathing film stock shall not be permitted.
C. Proper storage on or off the site shall be the responsibility of the roofing contractor.
D. Any unused insulation remaining on the roof at the end of the workday shall be returned to storage.
1.5. INSULATION - GENERAL
A. All insulation materials must be approved by the warrantor of primary roof membrane materials.
Samples should be provided to the manufacturer and written approval from the warrantor of primary roof
membrane materials is required before ordering these materials for the project.
B. Insulation boards shall be full size except when cutting is required at roof edges and openings.
C. Insulation boards that are broken, cracked, have been exposed to moisture, or are otherwise damaged
shall not be used.
D. The proper installation and fit of wood nailers, blocking, and other rough carpentry in appropriate
locations shall be verified prior to installation of roof insulation.
E. Caution shall be exercised with construction traffic to avoid damage to new insulation. Breaking or
crushing of new insulation is unacceptable and any damaged insulation shall be replaced at the roofing
contractor's expense.
F. Insulation shall be laid with end joints staggered and all joints tight; however, boards shall not be forced
into place.
G. No more insulation shall be installed during any work period than can be covered by all plies of rooting
during the same work period. At the end of the work period, temporary edge seals shall be installed to
protect the roof insulation. Upon resumption of work, they must be removed. Such seals shall consist of
strips of roofing felt applied and top -coated with specified interply adhesive. Temporary edge seals shall
be thoroughly water tight.
HIGHLINE MEDICAL, 2801 BUILDING ROOF INSULATION
PAGE 07221-14
H. Insulation surfaces shall be cleared of all debris before roofing is placed.
I. All precautions should be made to prevent bitumen drippage during and after application of insulation
and roofing materials.
2. PART 2 - PRODUCTS
2.1. INSULATION
A. New Insulation Products:
I Polyisocyanurate used for tapered system:
a ASTM CI289-02, Type II, Class I, Grade 2, minimum 20 psi
2 Cover board insulation:
a ''A" Dens Deck Prime or approved equivalent
3 Tapered edge strip:
a ASTM C728-82, perlite, tapered from 1-5/8 inch to 1/8 inch (on twelve inch dimension), size
12 x 48 inches or as approved by the system warrantor's representative
4 Cants Strips:
a ASTM C728-82, perlite.
B. Fasteners:
I ES Products Inc. Bristol, RI
2 ITW Buildex Itasca, IL
3 Olympic Manufacturing Group Inc. New Rochelle, NY
4 Simplex Nails Americus, GA
5 Powers Rawl, Powers Fastening Inc. New Rochelle, NY
6 Construction Fasteners Wyomissing, PA
C. Insulation Adhesive (for tapered strip where required and for cant strip):
I SR Insulation Adhesive
3. PART 3 - EXECUTION
3.1. CONDITION OF DECK
A. Contractor must verify deck slopes and determine if insulation stops and/or backnailing is required by the
warranty supplier based on the system being installed. All deficiencies must be corrected prior to start of
work.
B. The roofing contractor shall perform all other work of preparing the deck. When insulation is applied, the
deck shall be dry and free of dew, frost, ice, and snow.
C. The roofing contractor shall notify the building owner's representative of any improper installations.
3.2. TAPERED INSULATION AND COVER BOARD INSTALLATION
1 Insulation shall be secured to meet FM 1-90 guidelines.
2 In field fasten insulation at a rate of 1 fastener for every 3 square feet.
3 Install additional fasteners to ensure insulation is firm under foot.
HIGHLINE MEDICAL, 2801 BUILDING ROOF INSULATION
PAGE 07221-15
4 Drive mechanical fasteners as recommended by fastener manufacturer. Fastener must properly
engage the deck, secure the insulation and not damage the insulation surface or facer.
3.3. CANTS
A. Cant strips shall be installed at all 90-degree angles where the horizontal installation of insulation meets
the vertical sides of roof penetrations and walls. Cants must be installed in insulation adhesive prior to
application of membrane and flashings.
* * * END OF SECTION 07221 * * *
HIGHLINE MEDICAL, 2801 BUILDING ROOF INSULATION
PAGE 07511-16
SECTION 07511
MODIFIED BITUMINOUS SHEET ROOFING
1. PART I - GENERAL
1.1. RELATED DOCUMENTS:
A. Documents affecting work of this Section include. but are not necessarily limited to, General
Requirements, bidding documents and drawings.
1.2. GENERAL
A. This portion of the specification sets forth the general requirements and describes materials and
workmanship for installing the modified bitumen roofing system.
B. Follow membrane manufacturers guidelines
C. Roofing contractor shall furnish and install all materials described herein unless specifically noted
otherwise.
1.3. INSPECTION
A. Verify installation conditions as satisfactory to receive work, including deck slope which may require
insulation stops and/or backnailing by the warranty supplier based on specified system.
B. The roofing contractor shall notify building owner, in writing of any defects in the substrate, and work
shall not proceed until defects have been corrected.
C. Do not install new roofing until all unsatisfactory conditions arc corrected. Beginning work constitutes
acceptance of conditions.
D. Check projections, curbs, and deck for inadequate anchorage, foreign material, moisture, or unevenness
that would prevent quality and execution of new roofing system.
E. Start of work by the roofing contractor shall imply approval of deck surfaces and site conditions; and no
claim in this respect will be considered valid in case of failure of the roofing components within the
guarantee period.
F. Verify that work of other trades penetrating roof deck or requiring workers and equipment to transverse
roof deck has been approved by owner, roofing system warrantor, and roofing contractor.
1.4. SCHEDULE
A. Installation of the new roofing system should be scheduled after all other major rooftop construction is
complete to minimize potential for damage to the new roofing system by others.
1.5. QUALITY ASSURANCE
A. The roofing and associated work shall be contracted to a single firm, called the roofing contractor
hereafter, specializing in the type of rooting required, so that there will be undivided responsibility for the
performance of the work.
1.6. PRE -ROOFING CONFERENCE
A. Related section:SECTION 01200 - PROJECT MEETINGS
HIGHLINE MEDICAL, 2801 BUILDING ROOFING SPECIFICATIONS
PAGE 075 1 1-17
B. A pre -roofing conference shall be held at the project site in advance of the time scheduled for roofing
work. The purpose of this conference is to review requirements for the work and conditions that could
possibly interfere with successful performance of the work. This conference shall review existing
conditions and deck surfaces, roof insulation, roofing, flashing, and any other items related to the roof
system. Every party who is concerned with the work, or required to coordinate with it or to protect it
thereafter, should attend this conference, including the authorized representative of building owner, the
roofing system warrantor, and the roofing contractor. A record of all decisions and agreements made at
this meeting, as well as a list of attendees shall be recorded for the job record. The building owner's
representative is responsible for this documentation and shall initiate and chair this meeting.
1.7. SUBMITTALS
A. Prior to starting work, the roofing contractor shall submit copies of the technical data on roofing
materials, including material specifications, Material Safety Data Sheets, and installation procedures.
B. Specimen copy of the manufacturer's standard roofing warranty.
C. Fire Hazard compliance data.
D. Submit two 8x10-inch square samples of membrane illustrating the color and thickness to used.
E. Submit a copy of the manufacturer's installation instructions.
F. Submit a letter from the manufacturer that Contractor is a certified installer of the membrane system.
1.8. JOB CONDITIONS
A. Roofing work shall proceed only when weather conditions will permit the work to proceed in accordance
with the roofing system warrantor's recommendations.
1.9. FIRE AND SMOKE PROTECTION
A. Adequate fire extinguishers shall be present and in close proximity to work area where torches are being
utilized.
1.10.ODOR
A. Close supply fans on mechanical equipment to reduce odor in the building.
B. Cover intakes with carbon filter cloth to reduce odor in the building as needed.
1.11.SAFETY PRECAUTIONS
A. All owner's and OSHA safety rules shall be adhered to in the execution of this work.
1.12. ROOF TRAFFIC
A. After work on roof is started, no traffic will be permitted on the roof other than that necessary for the
roofing application and inspection. Materials shall not be piled on the roof to the extent that design live
loads are exceeded. Roofing materials shall not be transported over unfinished or finished roofing or
existing roofs unless adequate protection is provided.
B. Any damage to existing roofs shall be repaired as directed by building owner at no expense to building
owner.
1.13. PROTECTION AGAINST SOILAGE
A. Surface of walls, walks, pavements, adjacent property, etc., shall be protected as necessary to prevent
soiling or other damage resulting from the application of rooting or transporting of materials. If surfaces
are stained or damaged in any way, they shall be restored by this contractor, at no cost to building owner,
in a manner acceptable to building owner.
1.14. PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Related section:SECTION 01600 - MATERIAL AND EQUIPMENT
B. Materials shall be delivered to the site in an undamaged and dry condition.
HIGHLINE MEDICAL, 2801 BUILDING ROOFING SPECIFICATIONS
PAGE 07511-18
C. Material received which is not dry or is otherwise damaged shall be rejected. Storage should be either in a
heated building or in a warehouse or similar type structure at ambient temperature and humidity.
Conditions should be such that the moisture content of felts at time of use does not exceed the
equilibrium moisture content (EMC) at 75% RH.
D. Storage under polyethylene or similar nonbreathing film stock shall not be permitted. Rolls of flashing
and felts shall be stacked on their ends and never in contact with the ground. Bituminous emulsions shall
be stored at temperatures above freezing.
E. Proper storage on or off the site shall be the responsibility of the roofing contractor.
F. Any unused roofing felt remaining on the roof at the end of the workday shall be returned to storage.
1.15. WORK SEQUENCE
A. Once work is started on a roof or section. it shall continue without undue delay until that section is
completed before starting another. The installation of flashings shall follow application of the roofing
immediately.
1.16.FINAL INSPECTION
A. Related section:SECTION 01200 - PROJECT MEETINGS
B. Upon completion of the installation, an inspection shall be made by a representative of building owner to
ascertain that the roofing system has been installed according to the roofing system warrantor's published
specifications and details. The warranty will be issued upon approval of the installation and payment for
all materials and fees.
1.17. ADJUSTMENT AND REPAIR
A. Any roofing damaged or misapplication shall be repaired or replaced as designated by the building owner
and roofing system warrantor. Repairs or replacement will be made by the contractor at no expense to
building owner.
1.18. ROOFING WARRANTY
A. Related section:SECTION 01740 - WARRANTIES
B. Upon project completion, acceptance by building owner and payment of all materials and fees. the
specified system warranty will be issued.
2. PART 2 - PRODUCTS
2.1. GENERAL
A. Comply with Quality Control, References, Specification, and Manufacturer's data. Where conflict may
exist, requirements that are more stringent govern.
2.2. MEMBRANE MANUFACTURER
A. SR Products, Solon, OH
2.3. MULTI -PLY ROOFING MATERIALS
A. Sheet Materials
1 Base Torch Applied Layer: 160 mil smooth APP Torch Applied Modified Bitumen Sheet
2 Fire Rated Top Torch Applied Cap Sheet: 160 mil granulated APP Torch Applied Modified
Bitumen Sheet
IRO Ply MA-4 Premium FR
B. Related Roofing System Materials
1 Asphalt Primer:
SR Asphalt Primer
HIGHLINE MEDICAL, 2801 BUILDING ROOFING SPECIFICATIONS
PAGE 07511-19
2 Elastomeric Liquid Membrane:
Wite-Brite Hi-Bild
3 Polyester Fabric in Conjunction with Elastomeric Liquid Membrane:
SR Poly
4 Asphalt Mastic:
RMA Elastic
5 Reinforcing Mesh:
SR Glass Mesh
6 Sealant/Caulking:
SR Sealant
3. PART 3 - EXECUTION
3.1. MEMBRANE
A. Membrane Installation:
1 Install one ply of smooth torch applied membrane.
2 Align specified sheet roll with edge of roof in lowest area, melt bottom side of roll with propane
torch evenly and sufficient for full adhesion, but not to the point that membrane is deformed or
reinforcement is exposed.
B. Cap Sheet Installation:
1 Align specified sheet roll with edge of roof in lowest area, melt bottom side of roll with propane
torch evenly and sufficient for full adhesion, but not to the point that membrane is deformed or
reinforcement is exposed.
2 Align on one ply line of previously applied roll(s) and repeat above procedure.
C. Membrane installation further requirements:
Place ply sheets to ensure water will Flow over or parallel to, but never against, exposed edges.
2 Ply should never touch ply even at roof edges, laps, tapered edge strips, and cants.
3 Light brooming may be required to aid adhesion of base layer and/or top cap sheet layer.
4 Avoid traffic on all newly installed membrane.
5 Overlap previous day's work 24 inches.
6 Lap ply sheet ends six inches. Stagger end laps twelve inchcs minimum.
7 Fit plies into roof drain rims, install metal flashing and finishing plies, secure clamping collars, and
install domes.
8 Cut out fishmouths/side laps that are not completely sealed. Replace all sheets that are not fully and
continuously bonded.
3.2. DAILY WATERSTOP/TIE-INS
A. Install "deadman" insulation filler at insulation staggers.
B. Extend roofing plies at least twelve inches onto prepared area of adjacent roofing. Strip edges with
mastic as needed.
C. At beginning of next days work, remove temporary connection by cutting membrane evenly along edge
of existing roof system. Remove "deadman" insulation fillers.
HIGHLINE MEDICAL, 2801 BUILDING ROOFING SPECIFICATIONS
PAGE 07511-20
3.3. ADJUSTING AND CLEANING
A. Repair of Deficiencies: Installations or details noted as deficient during inspections must be repaired and
corrected by applicator, and made ready for reinspection within five working days.
B. Clean up: Immediately upon job completion, roof membrane and flashing surfaces shall be cleaned of
debris.
* * * END OF SECTION 07511 * * *
HIGHLINE MEDICAL, 2801 BUILDING ROOFING SPECIFICATIONS
City of Tukwila
Department of Community Development
12/1/2014
RICHARD MARCELLE
PO BOX 2841
YELM, WA 98597
RE: Permit No. D14-0205
HIGHLINE MEDICAL CENTER
2801 S 128 ST
Dear Permit Holder:
Jim Haggerton, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 1/11/2015.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 1/11/2015, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
a"."1:)..),C7,011)
Bill Rambo
Permit Technician
File No: D14-0205
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0205 DATE: 07/01/2014
PROJECT NAME: HIGHLINE MEDICAL CENTER
SITE ADDRESS: 2801 S 128 ST
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
}fir Ai C
Building Division II
Public Works
AVV(/ ill° kki
hF e revention Planning Division
Structural
n
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 07/03/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
n
APPROVALS OR CORRECTIONS:
Approved
n
Corrections Required
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues)
DUE DATE: 07/31/14
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
V & R SHEET METAL LLC
Page 1 of 2
0 Washington State Department of
Labor & Industries
V & R SHEET METAL LLC
Owner or tradesperson
HUDSON, VICTOR JOSEPH
Principals
HUDSON, VICTOR
JOSEPH, PARTNER/MEMBER
MARCELLE, RICHARD
ALVIN, PARTNER/MEMBER
Doing business as
V & R SHEET METAL LLC
WA UBI No.
602 265 646
P.O.BOX 2841
YELM, WA 98597
253-843-1344
THURSTON County
Business type
Limited Liability Company
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
VRSHESM973KM
Effective — expiration
05/14/2003— 05/15/2015
Bond
AMERICAN STATES INS CO
Bond account no.
6214391
$12,000.00
Received by L&I Effective date
05/14/2003 04/01/2003
Expiration date
Until Canceled
Insurance
First Mercury Ins Co $1,000,000.00
Policy no.
NJCGL000000637803
Received by L&I Effective date
02/25/2014 02/26/2014
Expiration date
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602265646&LIC=VRSHESM973KM&SAW= 07/15/2014
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 431-2451
PERMIT NO.
G
1 4 t iDt�1 , AC �
C- c 14
Typeit pe ion: t,
� ((n - �e
Ail",
Addr_ e1 i
i-
Date Caller
Special Instructions:
Date Wanted ,
/
f
+Q.lil.
p.m.
Requester:
Phone No:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
NJ (DT ReA9\(
Date:
REINSPECTION FEE LURED. Prior to next inspection. fee must be
paid at 6300 Southcelnter Blvd.. Suite 100. Call to schedule reinspection.
EimiINSPECTION RECORD
Retain a copy with permit r 2 w
IN P T •N N+.
PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
PrliTt.6
l ; \e} ,
Typel" In1pectio
Addr r i
0 1 i 28-
Date called:
Special Instructions:
,� J
f
.,.„--%
Date Wanted:
! -�(}
f
+ ,/�
- / "t
p.m.
'Requester:
,ono:: 2?3 - i 38 2-
proved per applicable codes.
ElCorrections required prior to approval.
COMMENTS:
(
A _k j P
(
p
oc-
IA f r o ,•,
cf::;) -,;'
At I
Ins or:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
SEPARATE PERMIT
REQUIRED FOR:
McManjc&
tactical
Plumbing
O7 Gas Piping
ay of Tukwila
Blm f"^ fSION
f._
FI COPY
Permit No.
c»os
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Field Copy and conditions is acknowledged:
Date: `7/ ./
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTS: +::ev:5+^13 will require a n w p'an submittal
_ ray ° `':de additional plan reviaw fsE. Z g0
SST 'Ili S+,
rZoor Q NT'S
REVIE' • FOR
CODE COMP ANCE
APPROV
JUL 11 2014
A-T
City of Tukwila
BUILDING DIVISION
ti O2JY5
RECEIVED
CITY OF TUKWILA
JUL 01 2014
PERMIT CENTER