HomeMy WebLinkAboutPermit D08-508 - LA PIANTA LLC - QWEST - REROOFQWEST REROOF
6101 S 180 ST
D08 -508
Parcel No.: 3523049120
Address: 6101 S 180 ST TUKW
Suite No:
Tenant:
Name: QWEST REROOF
Address: 6101 S 180 ST , TUKVVUILA WA
CitYllbf Tukwila
Owner:
Name: LA PIANTA LLC
Address: PO BOX 88028 , TUKWILA WA 98138
Phone:
Contact Person:
Name: SUZANNE REES
Address:
Phone: 253 596 -5005
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
Contractor:
Name: MEYER BROTHERS ROOFING INC
Address: 7777 DETROIT AV SW , SEATTLE WA 98106 -1903
Phone: 206 762 -9418
Contractor License No: MEYERBR142LL
Value of Construction:
Type of Fire Protection:
Type of Construction:
doe: IBC -10/06
$920,956.62
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D08 -508
Issue Date: 12/17/2008
Permit Expires On: 06/15/2009
Expiration Date: 12/31/2008
DESCRIPTION OF WORK:
REMOVE EXISTING MEMBRANE DOWN TO EXISTING INSULATION. INSTALL 1/2" DENSDECK AND LIKE ROOFING SYSTEM
AS EXISTING
Fees Collected: $11,019.90
International Building Code Edition: 2006
Occupancy per IBC:
D08 -508 Printed: 12 -17 -2008
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:
Permit Center Authorized Signature:
Signature:
doc: IBC -10/06
City db 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
N
N
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Start Time:
Volumes: Cut 0 c.y.
Start Time:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the erformance of work. I am authorized to sign and obtain this development permit.
Print Name: � C 6 r4ea) /4
Permit Number: D08 - 508
Issue Date: 12/17/2008
Permit Expires On: 06/15/2009
Number: 0 Size (Inches): 0
End Time:
Fill 0 c.y.
End Time:
Date: la-.yn -0 0
Date: / Z —
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.
D08 -508 Printed: 12 -17 -2008
Parcel No.: 3523049120
Address: 6101 S 180 ST TUKW
Suite No:
Tenant: QWEST REROOF
1: ** *BUILDING DEPARTMENT CONDITIONS * **
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number: D08 -508
Status: ISSUED
Applied Date: 12/01/2008
Issue Date: 12/17/2008
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: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall
confirm the fire classification of the roof assembly that was installed.
6: 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.
7: 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.
8: Manufacturers installation instructions shall be available on the job site at the time of inspection.
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.
10: ** *FIRE DEPARTMENT CONDITIONS * **
11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
12: 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 on the roof being covered or
repaired. (IFC 105.6.24, 1417.3)
13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
doc: Cond -10/06
D08 -508 Printed: 12 -17 -2008
doc: Cond -10/06
•
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
* *continued on next page **
15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
D08 -508 Printed: 12 -17 -2008
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the performance of work.
Signature:
Print Name:
doc: Cond -10/06
/re.,}I/zl9 fiiz81FLe1'N.GSIr€
Date: !2-- / 7- O�'
D08 -508 Printed: 12 -17 -2008
SITE LOCATION'':
Site Address:
Tenant Name:
Property Owners Name:
Mailing Address:
Name:
Mailing Address: 36) / /iXIC.e9 1 z) J4(
E -Mail Address: 9. C ,f- )9 e r me -GI
GENERAL CONTRACTOR INFORMATION —
(Contractor: Information for Mechanical (pg 4) for Plumbing; and Gas Piping (p1
Company Name: t c- f j ` c:.C> - ( - ‘- K1 ci J xJG
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
CITY OF TUKWILP
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
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 **
6/6) / is l4
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cit
Contact Person: t ; �'. v' -' `�/�✓� �' �--
7 `—
Contact Person:
E -Mail Address:
Q:\Applications'Forms- Applications On Line \3-2006 - Permit Application.doc
Revised: 9 -2006
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King Co Assessor's Tax No.:
Suite Number:
Expiration Date:
3,5a. W R ot
Floor:
New Tenant: ❑ .... Yes ❑ ..No
98 '39
State Zip
Day Telephone: ? 3) SIB
714Ccafn 1 CO 4-
99 / Z0
Zip
City State
ax Number: 3) 5
€'
Mailing Address: 3C / Z /t/Ce7/,c) 4I)c' 'TT, --e<i, A L
City
Day Telephone: C 5
E -Mail Address: 51 e 6..3. r - /-D( z, '. S rcx .l, j _rot -v�Fax Number: ( Si3) -
Contractor Registration Number: ,4') 6. 20 /7_0 0 3 - 3 \ —
State
State
C z /
Zip
`_ c 05
1.°c)//
0 c9
Zip
City
Day Telephone:
Fax Number:
State
Zip
City
Day Telephone:
Fax Number:
Page 1 of 6
BUILDING 06 -431 -3670
Valuation of Project (contractor's bid price): $ 9 20 j 95
1Q,2
Scope of Work (please provide detailed information):
Existing Building Valuation: $
If
/14 f !11 b
T / t .,� ' ,
rS ' /S ' /Jo
I I b ei c / Li k1-
Will there be new rack storage? ❑.... Yes
10
❑ .. No If yes, a separate permit and plan submittal will be required.
r
Ail Building Areas in Squ
e Foota
2 Floor
ra
Floor
Floors
thrit ..>
>o
Acces
S
Attac
d Gart
Detached Garage
Detached C
Cov
d Deck
Urtcov
d Deck
Type of
Occupancy per
IBC
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ Yes
❑ No
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 - 1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Compact: Handicap:
If "yes ", explain:
❑ Other (specify)
Page 2 of 6
PERMIT AP1 14CATION
Applicable to all
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 OW)R4UTHORI E ENT:
Signa
ti Z d /eye" i, ��'
Mailing Address: �3C>/ .2/ %JC(-)I �) 4d '
Print Name:
Date Application Accepted:
Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Date:
Day Telephone: r ; 2 5 - 5 . 5 - 5 >
- 7 - 7 4 -c m Lei 14 k z//.
City State Zip
Date Application Expires:
-07
Staff Initials:
Page 6 of 6
Fixture Type:
Qty
Fixture Type:
Qty
F ure Type,.
Qty
Fixture Type:
Qty
Bathtub or combination
bath /shower
Drinking fountain or water
cooler (per head)
ash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
aste
Clothes washer, domestic
Floor drain
'ks
Dental unit, cuspidor
Shower, single head trap
Uri : Is
Dishwasher, domestic,
with independent drain
Lavatory
Wate loset
Building sewer or trailer
park sewer
Rain water system per
drain (inside bu' , ing)
Water hea. and /or
vent
Additional medical gas
inlets /outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repair or alte . ion of water
piping and /' water treating
equipme '
Repair or alter. 'on
of drainage or ve
piping
Medical gas piping system
serving one to five
inlets /outlets for specific gas
Contact Person:
E -Mail Address:
Contractor Registration mber:
Valuation of Plumbing work (c
Valuation of Gas Piping work (c
Scope of Work (please provide deta
Q:\Applications\Forms - Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
tractor's bid price): $
actor's bid price): $
d information):
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Sew
Expiration Date:
Indicate type of plumbing fixtures and /or gas piping outl . being installea : d the quantity below:
State
Zip
Page 5 of 6
Parcel No.: 3523049120 Permit Number: D08 -508
Address: 6101 S 180 ST TUB:W Status: PENDING
Suite No: Applied Date: 12/01/2008
Applicant: QWEST REROOF Issue Date:
Receipt No.: R08 -03845 Payment Amount: $11,019.90
Initials: WER Payment Date: 12/01/2008 01:53 PM
User ID: 1655 Balance: $0.00
Payee: MEYER BROTHERS ROOFING
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 28282 11,019.90
000/322.100
000/345.830
000/386.904
RECEIPT
Account Code Current Pmts
6,676.00
4,339.40
4.50
Total: $11,019.90
0045 12/01 9707 TOTAL 11019.90
doc: Receiot -06 Printed: 12 -01 -2008
Project: 1
{...A. 4 7
T /rig
Type of�(pspectlpn:
t / rA n
Address:
Date Called:
Special Instructions:
Date Wanted:
6 %1 — 4
9
p.m.
Requester:
Phone No:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION. 9-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
J pproved per applicable codes. Corrections required prior to approval.
COMMENTS:
(Date:— E 7
0 $58.00 REINFECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
'Date:
- y p . h 4+•'40'1" A ' . `..•.. .S . . •-'. ., .aS:. 1tw...01•4'►13J-••• r . •....6A . .— .
Prot.%
( 2igs7' ,V
Type of Inspection:
/3a iJ' sS.
Address:
C- /O/ s 'b" sue
Date Called:
Special Instructions:
,qr.8ferel
Date rated D
P.m.
Requester
-- s2/ �Asc9
Phone
.2.515-
o:
S 4 -.sad -5
F
lbc9 56l
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Corrections required prior to approval. -'
COMMENTS:
Af M/ M5 / ''S ,- 7
REINSPECTION F ERE IRED. Prior to inspection, fee must be
at 6300 Southcenter is , Suite 100. Call to schedule reinspection.
Receipt No.: ,Date:
Approved per applicable codes.
t}�
f
COMMENTS:
�� Q h � r
1` f
T " b0 s"
✓z7 v, v 1 k pi. a.4 74 1 7
� ! - Ui)
( e s - � `-c. C / O'er e2-P ✓ � F c 4T � o7 . // f
Address:
i1A
Date Called:
f /Hi ! /'
/N f
`l/ / / Gi f
•te✓ 1%4.4- Ol 7L
5 E
L U I'
e .i
1,0,14,
Projec `
�� Q h � r
1` f
Type o f I pspecY n: g
. ( � \.
'
Address:
i1A
Date Called:
Special Instructions:
Date Wanted:
4 7
Requester:
Phone 2/0`00 -736
-- (01 f
•
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
Approved per applicable codes. corrections required prior to approval.
1 $60.00 REINS . $CTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
!Date:
L
I
60'
• Contractors Responsible For Accurate Measurements
L
623'
MECHANICAL AREA
APPROX. 36,500 SQ. FT.
-- -- -- -- -- -- -- --
QWEST
TUKWILA CYBER CENTER
449'
APPROX. 51,900 SQ. FT.
fat'
30'
TITLE
ROOF PLAN
DRAWING NUMBER
MB -08
85'
Permit No, VOU'ats5
Pi^r review app
E,rpr vim; of cons
violation of ar
o{ . proved Field
X
Date:
E
BUJ
9 (i '
'9 rCO Y
val " s subject to errors and omissions.
ru ction documents does not authorize
y adopted code or ordnance. Receipt
Copy and conditions Is acknowledged:
1ty of Tukwila
_DENG DIVISION
CODE COMPLIANCE
APP OWED
DEC 1 6 r 638
Of Tukwila
BUILDING DIVISION
REVISIONS
hall be made to the scope
itht ut prior approval of
l a E uilding Division.
wil require a new plan submittal
Ldditional plan review fees.
7/0 k
RECEIVED
DEC 0120
PERMIT CENTEF
AMT
1111 \�
December 11, 2008
Sincerely,
Paul Fannin
Field Consultant
Asset Management Technologies
City of Tukwila
Dept. of Community Development
6300 Southcenter BL, Suite 100
Tukwila, WA 98188
Material Description
Built -up membrane (smooth surfaced)
' /z' Dens Deck Prime
1" Perlite
3" Polyisocyanurate
Metal substrate
Please call with any questions.
Total R- value:
c� 'V1tvvtTU
CODE COMPLIANCE
APPROVED
DEC 1 6
Of Tukwila
BUILDIN DIVISION --
RE: R -Value Totals; Qwest Cyber Center, Tukwila, WA
To Whom It May Concern:
Per your request, below is a breakdown of the R- values of each component of the specified
roof system for the referenced facility.
R -value
0.24
0.48
2.78
18.00
Nom.
21.50
CITY RECEIVED
DEC 1 11008
PERMIT CENTER
CORRECTION
POi•-eSIA
A.M. Technologies, Inc. • 30700 Solon Industrial Parkway • Solon, Ohio 44139 • t: 440.248.2258 • t 440.248.6524 • www.amtroof.com
AMT ik
Asset Management Technologies
Addendum 1
To: Mr. Neal Bailey — Centimark Roofing r
Mr. Gene Meyer —Meyer Bros. Roofing
Mr. Brian Butler — Wayne's Roofing
CC: Mr. Fred Choi, Qwest
From: Paul Fannin, AM Technologies
Date: July 28, 2008
Re: Roof Replacement Project — Tukwila Cyber Center
� n
W. w�� •
P 7 r
MCT F
CO C CCU �'U1
�p � MP�NCE
DEC 1 6 1 008
BUILD
Gentlemen,
Please take note of the following changes, additions or clarifications. Please
acknowledge receipt of this addendum on the Bid Proposal Form.
1. Access will be available along the south side of the building as the railroad tracks
are abandoned.
2. Qwest shall be responsible for the repositioning and alignment of all security
cameras mounted atop perimeter walls. Roofing contractor shall be responsible
for the coordinating with the Qwest approved contractor, Stanley Convergent
Security Solutions, Inc. The contact is Mr. David Stafford; cell: 303.818.8971,
email: dtafford @stanleyworks.com
3. Work shall begin inside the equipment area in order to take advantage of the best
weather during this most sensitive phase of the project.
A :M Technologies, Inc, • • 30 olon Industrial Parkway • Solon, Ohio 44139 • t 440.248.2258 • f. 440.248.6524 • www.amtroof.com
• 1)0 8- SO
RECEIVED
DEC 012008
PERMIT CENTEF
•
•
Asset Management Technologies
Addendum 2
r.•
To: Mr. Neal Bailey — Centimark Roofing
Mr. Gene Meyer —Meyer Bros. Roofing
Mr. Brian Butler — Wayne's Roofing
CC: Mr. Fred Choi —Qwest
From: Paul Fannin AM Technologies
Date: August 5, 2008
Re: Roof Replacement Project — Tukwila Cyber Center
D08-5o8
-
KCV1tvvCU rUrt
CODE COMPLIANCE
APPROVED
DEC 1 6 2008
Of Tu Ha
ING DIVISION
Gentlemen,
Please take note of the following changes, additions or clarifications. Please
acknowledge receipt of this addendum on the Addendum #2 Bid Form.
1. The heavy mechanical area shall receive an additional layer of 120 mil smooth
torch applied modified bitumen sheet.
a. The heavy mechanical area includes all area inside the equipment screen
in the center of the roof as well as the area extending from the east end of
the equipment screen to the east end of the roof.
b. The additional layer of modified bitumen sheet shall extend 5' beyond the
bottom of the equipment screen on the north, west and south sides.
c. The additional layer of modified bitumen sheet shall be applied directly to
the•' /z " .Dens Deck Prime Board.
' ya K{
The.remainder of the roof will be installed as previously specified.
yThe Revised Project Construction Schedule is as follows:
Ti. lk
,
3 ... d N �.
V -24 -08 = Pre- Bid,Meeting
7- 81 -08 =k Bid D'ueDate
8 - - – 1 Ad � ditional Cost for Addendum #2 Due Date
F. 8 -08 -08 – ',Contractor to Receive Notice to Proceed and Order Material
•
A.M Techngoogies, Inc. • 30700 Solon Indu trial Parkway • Solon, Ohio 44139 - t: 440.248.2258 • t 440.248.6524 • www.amtroof.com
ECEIVE
DEC 01 2008
PERMIT CENTEF
8-18-08 — Contract Approved
8-21-08 — Pre-Construction Meeting
9-02-08 — Construction Start
12-02-08 — Construction Complete
Asset Management Technologies
A Inc. 30700:Solcri In4striallarkway Solon, Ohio 44139 t: 440.248.2258 t 440.248.6524 www.amtroof.com
mcvitvvLu rvn
CODE COMPLIANCE
TGFU.R11643 APPROVED
Roofing Systems DEC 1 6 2008
W P HICKMAN SYSTEMS INC
30700 SOLON INDUSTRIAL PKY
SOLON, OH 44139 USA
21. Deck: NC Incline: 2
29. Deck: NC Incline: 1
oo mg ystems
Class A - Fully Adhered
DO S08
R11643
r
Insulation (Optional): — Polyisocyanurate, glass fiber, perlite, wood fiber, any thickness,
mechanically fastened or adhered with hot roofing asphalt.
Base Sheet (Optional): — One or more plies Type G1 or Type G2, mechanically fastened or
adhered with hot roofing asphalt.
Ply Sheet: — "Pika Ply SS -3G" or "Pika Ply SS -3P" or "Pika Ply SS -4" adhered with hot
roofing asphalt.
Membrane: — "Pika Ply MS -3G" or "Performance Ply MS FR" or "Pika Ply MS -4" adhered
with hot roofing asphalt.
Insulation (Optional): UL Classified polyisocyanurate covered with UL Classified glass
fiber or rock wool or perlite or wood fiberboard or min' /4 -in. thick G -P Gypsum Corp.
"DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM
Roofboard" or Pittsburgh Corning "FOAMGLAS ", any combination, any thickness except as
noted. NOTE: Classified base sheet or ply sheet required when optional insulation is used,
except on "FOAMGLAS ".
Base Sheet (Optional): — One or more plies Types G1 or Type G2, mechanically fastened
or adhered with hot roofing asphalt.
Ply Sheet (Optional): — One or more plies "Pika Ply SS -3G" or "Pika Ply SS -3P" or "Pika
Ply SS -4 ", mechanically fastened or adhered with hot roofing asphalt.
Membrane: — "Pika Ply MS -3G" or "Performance Ply MS FR" or "Pika Ply MS -4" adhered
with hot roofing asphalt.
RECEIVED
DEC 012
PERMIT CENTER
50. Deck: NC Incline: I
Insulation (Optional): — UL Classified polyisocyanurate or glass fiber or rock wool or
perlite or wood fiberboard or minimum 1/4-in. thick G -P Gypsum Corp. "DensDeck
Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" or
Pittsburgh Corning "FOAMGLAS" any combination, any thickness except as noted,
mechanically fastened or adhered with hot roofing asphalt. NOTE: Classified base sheet
below required when optional insulation is used.
Base Sheet (Optional): — One or more plies Type G1 or Type G2, mechanically fastened or
adhered with hot roofing asphalt.
Ply Sheet (Optional): — One or more plies "Pika Ply SS -3G" or "Pika Ply SS -3P" or "Pika
Ply SS -4" or "Pika Ply 180 (FS)" or "Performance Ply SS" mechanically fastened or adhered
with hot roofing asphalt or "Pika Ply SS -3P (TG)" or "Pika Ply SS -3G (TG)" mechanically
fastened or heat fused in place.
Membrane: — "Pika Ply MS -3G" or "Pika Ply MS -4" or "Performance Ply MS FR" adhered
with hot roofing asphalt, or "Pika Ply MS -4 (TG)" or "Pika Ply 250 GR FR (TG)" or "Pika
Ply MS -4G (TG)" or "Pika Ply MS -4 (TG)" heat fused in place.
vitv
ROOFING
CODE COMPilANCE
PROJECT MANUAL
APPROVED
SPECIFICATIONS
QWEST
1600 7th Avenue, Room 2502
Seattle, WA 98191
Roof Areas: Tukwila Cyber Center
Date of Issue: 7/23/08
Pre-Bid Meeting: Thursday, 7/24/2008, 1:00 PM
Bid Due Date: Thursday, 7/31/2008, 1:00 PM
DEC 1 6 2008
k.
Of Tukwila
114
THIS DOCUMENT MUST REMAIN INTACT - DO NOT DETACH
i) 0 8 5 0 6
[T r
RECEIVED
DEC 0 1 ZOOS
PERMIT CENTER
PAGE 00313 -2
TO:
From:
WA State Sales Tax
TOTAL BID
Qwest
1600 7th Avenue, Room 2512
Seattle, WA, 98191
Attn: Mr. Fred Choi
fred.choi @gwest.com
For: Upper South Roof Area
Roof area and proposed roof system description:
Base Bid Roof Replacement
SECTION 00313
BID PROPOSAL FORM
Date:
The undersigned hereby proposes to furnish labor and materials necessary for re- roofing in full compliance with these contract
documents. The undersigned, as bidder, declares; that the parties in this contract proposal as principals are named herein; that
this proposal is made without collusion with any other person, firm or corporation; that no officer or agent of the Owner is
directly or indirectly interested in this proposal; that he has carefully examined the location of the proposed work, the annexed
proposed form of contract, the contract drawings, the specifications and other Contract Documents therein referred to; and he
proposes and agrees that if the proposal is accepted, he will contract with the Owner in the form of the Contract attached hereby
to construct completely, in the manner and time prescribed, the items bid upon, including all work incidental to such items as
well as those in all addenda issued prior to the date of opening of proposals, according to the contract drawings and
specifications, and that he will accept in full payment therefore the following sum:
Tukwila Cyber Center — Tukwila, WA
Two Layer Modified Bitumen Roof System
QWEST: TUKWILA CYBER CENTER PROPOSAL AND BID FORM
PAGE 00313 -3
LABOR AND MATERIAL BREAKDOWN:
Labor $
Material $
ADDITIVE COSTS (Including Tax)
Install 3' x 5' bituminous walk pads in addition to those included in the base bid $ / pad
Remove and replace any existing wet perlite insulation ..$ / sq. ft.
Remove and replace any wet polyisocyanurate insulation ..$ / sq. ft.
Remove and replace rusted or deteriorated metal decking $ / sq. ft.
Install red oxide primer to surface rust on metal decking $ / sq. ft.
NOTICE OF ACCEPTANCE
If the undersigned be notified of the acceptance of this bid within thirty (30) calendar days after the time set for
opening of bid, he or she agrees to execute a contract for the above work within seven (7) days after the date of
mailing, telegraphing or delivering such notice to the address listed at the completion of this form.
ADDENDA RECIEPT
The receipt of the following Addenda to the specifications is acknowledged.
Addenda Acknowledgment (if applicable)Alternates (if applicable)
No. 1 dated No. 1
No. 2 dated No. 2
No. 3 dated No. 3
Contractor Owner / Officer
Title
Address
City, State Zip
* * * END OF SECTION 00313 - BID FORM * * *
QWEST: TUKWILA CYBER CENTER PROPOSAL AND BID FORM
PAGE 01010 -4
SECTION 01010
SUMMARY OF WORK
1. PART 1- 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 OF WORK:
A. Work includes: Upper Roof
1. Any electrical disconnect or reconnect work shall be performed by Johnson Electric, Qwest's recommended
electrical contractor. (Johnson Electric, Jeff Johnson, 425- 821 -8226, jeffj @,iohnsonelectric.com) Roofing
contractor to subcontract Johnson Electric as needed.
2. Where removal and reinstallation of mechanical equipment is required, the work shall be performed by
Johansen Mechanical, Qwest's recommended mechanical contractor. (Johansen Mechanical, Keith Johansen,
425 -527 -1031, keithj(c)johansenmech.com)
3. Remove the existing mineral surfaced BUR down to the existing perlite cover board insulation that covers the
existing polyisocyanurate insulation and dispose thereof. All perimeter and equipment base flashings to be
removed as well.
4. Mechanically fasten one layer of 1 /2" Dens Deck Prime cover board over the existing perlite insulation using
screws and plates.
5. Install new fibered cant strips in insulation adhesive.
6. Install self - adhering membrane at all base flashing angles of a sufficient width to cover 4" above top of cant
strip and 4" out onto the Dens Deck. Install self-adhering membrane around all projections and penetrations
and onto the Dens Deck.
7. Install one layer of 160 mil heat applied smooth SBS modified bitumen membrane.
8. Install one layer of 160 mil heat applied granulated SBS modified bitumen membrane.
9. Base flashing shall consist of one layer of 160 mil heat applied smooth SBS modified bitumen membrane and
one layer of 160 mil heat applied granulated SBS membrane modified bitumen membrane.
10. Install new granules to SBS asphalt bleed -out.
11. Install 3- course application of asphalt mastic and reinforcing mesh to all vertical base flashing laps. Once
cured, neatly coat mastic with non - fibered aluminum coating.
12. Raise curbs as needed to achieve 8" base flashing height.
13. Install new soldered lead jacks at all HVAC platform supports, round penetrations, square supports with
rounded corners, etc. Band top of lead jacks with plumbers clamps. Seal over top of lead jacks and plumbers
clamps with Alsan and PolyFleece. Counter flash over Alsan with and uncured EPDM membrane and band
top of EPDM with plumbers clamp.
14. On North perimeter expansion joint, install Alsan and PolyFleece to all metal joints on the South side of the
neoprene billow. Joints shall be taped so finished Alsan application shall be neat.
15. Install pre - finished new sheet metal skirting at all curbs and at North perimeter expansion joint.
16. Replace perimeter coping metal with new. Reuse continuous metal cleat if present and where possible, install
new as required.
17. Install new treated wood blocking to replace existing.
18. Re -work existing drains and overflows per drawings and manufacturer's recommendations.
19. Install new walk pads to match existing configuration. Include approximately 100 walk pads in base bid.
Additional walk pads shall be per the unit price on the Bid Proposal Form. Walk pads to be set in dabs of
asphalt mastic.
20. Install walk pads under wood blocking and under all appurtenances that set atop the new membrane. Walk
pads to be set in dabs of asphalt mastic.
21. Install new sheet metal enclosures per drawings to replace existing.
22. Reinstall lightning protection system. Attachment points new roof system to be set in polyurethane sealant.
QWEST: TUKWILA CYBER CENTER SUMMARY OF WORK
PAGE 01010 -5
23. Cover insulated chilled water piping to avoid asphalt drippings onto the piping cover. In the even of damage
to the piping cover, Performance Contracting shall be contracted to install new piping.(Paul Hamilton,
Paul.hamilton@pcg.com
24. Provide manufacturer's 15 -year labor and material guarantee.
25. System shall be complete with related flashings, cant strips and performing such incidental or other work as
may be necessitated by the above referenced operations.
1.3. INTENT OF THE SPECIFICATIONS:
A. The intent of these specifications is to describe the materials and methods of construction required for the
performance of the work. In general, it is intended that the drawings shall delineate the detailed extent of
the work. When there is a discrepancy between drawings, referenced specifications, and standards and
this specification, this specification shall govern.
1.4. SUBSTANTIAL COMPLETION
A. Substantial Completion means at a minimum that all the systems and parts of the Contract Work are
functional; Qwest has full and unrestricted use and benefit of the facilities for the purpose intended and
only minor incidental work or correction or repair remains to complete all Contract requirements.
1.5. CONTRACT TIME
A. The Contractor shall promptly start work as soon as possible after the effective date of the Notice to
Proceed or Contract Award by Qwest. Work shall begin no later than 10 calendar days after the effective
date of the Notice to Proceed or Contract Award by Qwest.
B. The Contractor shall plan and prosecute the work diligently so that the various portions of the work shall
be substantially completed within 3 months (90 calendar days). Failure to complete the Work within the
time specified may result in the assessment of damages for avoidable delay in addition to other remedies
available to Qwest. Avoidable delays in the prosecution of work include those delays which could have
been avoided by the Contractor's exercise of care, coordination and foresight.
C. Project Construction Schedule
7 -24 -08 — Pre -Bid Meeting
7 -31 -08 — Bid Due Date
8 -01 -08 — Contractor Receive Notice to Proceed and Order Material
8 -06 -08 — Pre - Construction Meeting
8 -07 -08 — Contract Approved
8 -11 -08 — Construction Start
11 -11 -08 — Construction Complete
1.6. LIQUIDATED DAMAGES AGAINST CONTRACTOR
A. The liquidated damage amounts, set forth elsewhere in the Contract Documents, will be assessed for
Contractor's failure to achieve Substantial Completion within the Contract Time or Final Acceptance.
These Liquidated Damages are not a penalty, but will be assessed against the Contractor for failure to
achieve these Contract requirements. These Liquidated Damage amounts are fixed and agreed upon by
and between the Contractor and Qwest because of the impracticability and extreme difficulty of fixing
and ascertaining the actual damages Qwest would in such events sustain. These amounts shall be
construed as the actual amount of damages sustained by Qwest, and may be retained by Qwest and
deducted from payments to the Contractor. Assessment of Liquidated Damages shall not release the
Contractor from any further obligations or liabilities pursuant to the Contract.
1. Failure to Achieve Substantial Completion
a. Timely performance and completion of the Work is essential to Qwest and the time limits stated in the
Contract are of the essence. Qwest will incur serious and substantial damages if Substantial Completion
of the Work does not occur within the Contract Time.
2. Failure to Achieve Final Acceptance
QWEST: TUKWILA CYBER CENTER SUMMARY OF WORK
PAGE 01010 -6
a. Final Acceptance of the Work is essential to Qwest and the time limits as identified by Qwest are of the
essence. Qwest will incur serious and substantial damages if Final Acceptance of the work does not
occur as Qwest requires.
1.7. PROTECTION:
A. The Contractor shall use every available precaution to provide for the safety of property owner, visitors to
the site, and all connected with the work under the specification.
B. All existing facilities both above and below ground shall be protected and maintained free of damage.
Existing facilities shall remain operating during the period of construction unless otherwise permitted.
All access roadways must remain open to traffic unless otherwise permitted.
C. Cover as required all insulated piping, HVAC platform structures, etc. during roof system installation to
keep clean from mastic, primer, molten bitumen, etc.
D. Barricades shall be erected to fence off all construction areas from operations personnel.
E. Safety Requirements
1 All application, material handling, and associated equipment shall conform to and be operated in
conformance with OSHA safety requirements.
2 Comply with federal, state, local and owner fire and safety requirements.
3 Advise owner whenever work is expected to be hazardous to owner employees and/or operations.
4 Maintain a crewman as a floor area guard whenever roof decking is being repaired or replaced.
5 Maintain proper fire extinguisher within easy access whenever power tools, roofing kettles, and
torches are being used.
6 ALL SAFETY REQUIREMENTS OF THE BUILDING OWNER MUST BE FOLLOWED. NO
EXCEPTIONS WILL BE PERMITTED. SAFETY ORIENTATION MEETING REQUIRED
PRIOR TO PERFORMING ANY WORK.
1.8. HOUSEKEEPING:
A. Keep materials neat and orderly.
B. Remove scrap, waste and debris from project area.
C. Maintenance of clean conditions while work is in progress and cleanup when work is completed shall be
in strict accordance with the "General Requirements" of this contract.
* * * END OF SECTION 01010 * * *
QWEST: TUKWILA CYBER CENTER SUMMARY OF WORK
{
1.5. LANDSCAPING
1.7. SECURITY
PAGE 01015 -7
SECTION 01015
CONTRACTOR'S USE OF PREMISES
1. PART 1 - 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. DESCRIPTION
A. Work included:
1 This Section applies to situations in which the Contractor or his representatives including, but not
necessarily limited to, suppliers, subcontractors, employees, and field engineers, enter upon Owner's
property.
1.3. QUALITY ASSURANCE
A. Promptly upon award of the Contract, notify all pertinent personnel regarding requirements of this
Section.
B. Owner may require all personnel who will enter upon the Owner's property certify their awareness of and
familiarity with requirements of this Section.
1.4. TRANSPORTATION FACILITIES
A. Provide adequate protection for curbs and sidewalks over which trucks and equipment pass to reach job
site. If any damage occurs the contractor is responsible for repairs.
B. Contractor's vehicles:
1 Require Contractor's vehicles, vehicles belonging to employees of Contractor, and all other vehicles
entering upon Owner's property in performance of Work of Contract, to use only the Access Route
approved in advance by Owner.
2 Do not permit such vehicles to park on any street or other area of Owner's property except in the
area approved by Owner as "Contractor's Parking Area."
A. Provide adequate protection for trees, grass, shrubs and all other landscaping during set -up or
construction. If any damage occurs the contractor is responsible for repairs as designated by the Owner.
1.6. FACILITY USAGE
A. Provide adequate protection for all interior and exterior portions of the building during set -up and
construction. If any damage occurs the contractor is responsible for repairs as designated by the Owner.
B. Restrooms and other amenities of the building will only be used with permission of the Owner. If such
authorization is given, the Contractor is responsible for maintaining cleanliness and repairs as designated
by the Owner.
A. Restrict access of all persons entering upon the Owner's property to the Access Route and to the actual
site of the work.
* * * END OF SECTION 01015 * * *
QWEST: TUKWILA CYBER CENTER CONTRACTORS USE OF PREMISES
1.5. RANDOM SAMPLING
PAGE 01400 -8
SECTION 01400
QUALITY CONTROL
1. PART 1 - 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. REFERENCES
A. ANSI /ASTM D41 - Asphalt Primer Used in Roofing, Damproofing, and Waterproofing.
B. ANSI /ASTM D312 - Asphalt Used in Roofing.
C. ANSI /ASTM D2178 - Asphalt Impregnated Glass Mat Used in Roofing and Waterproofing.
D. ASTM D5147 - Modified Bitumen Membrane
E. National Roofing Contractors Association (NRCA) - Roofing and Waterproofing Manual.
F. Underwriters Laboratories (UL) - Fire Hazard Classifications.
G. Sheet Metal and Air - Conditioning Contractors National Association, Inc. (SMACNA).
H. CGSB 37GP56M Classification: Type 2, Class C, Grade 1.
1.3. QUALIFICATIONS
A. Applicator shall:
1 Be experienced in torch applied roofing and modified bitumen roofing.
2 Be acceptable by owner and roofing material manufacturer /supplier.
3 Applicator must have installed at least five roofs of similar materials and methods specified for this
project.
B. Roofing manufacturer shall:
1 Be an Associate Member in good standing with National Roofing Contractor's Association (NRCA).
2 Be recognized in roofing, waterproofing and moisture survey industry.
3 Be approved by owner.
4 Material manufacturer /supplier must supply representative to perform periodic inspections
throughout the course of the project.
1.4. REGULATORY REQUIREMENTS
A. Conform to all Local, State, and Federal Regulations.
B. Underwriters Laboratories, Inc. (UL)
1 Class A Fire Hazard Classification.
A. During course of work, owner /owner's representative, may secure samples of materials being used from
containers at job site and submit them to an independent laboratory for comparison to specified material.
B. If test results prove that a material is not functionally equal to specified material:
QWEST: TUKWILA CYBER CENTER QUALITY CONTROL
4.
2.1. GENERAL
1 Contractor shall pay for all testing.
2 Owner will charge Contractor a penalty up to 20 percent of contract price when all work has been
completed before test results become known.
3 Owner will charge Contractor a penalty in proportion to amount of work completed before test
results become known. Remaining work shall be completed with specified materials.
2. PART 2 PRODUCTS
A. Comply with Quality Control, References, Specification, and Manufacturer's data. Where conflict may
exist, more stringent requirements govern.
3. PART 3 - EXECUTION
3.1. SUBMITTALS
PAGE 01400 - 9
A. Provide building owner's representative a letter from the roof material manufacturer indicating that
applicator is approved to install their products and will provide warranty for this installation.
B. Provide shop drawings of the new tapered insulation and cricketing system.
* * * END OF SECTION 01400 * * *
QWEST: TUKWILA CYBER CENTER QUALITY CONTROL
PAGE 01600 -10
SECTION 01600
MATERIAL AND EQUIPMENT
1. PART 1 - 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. DELIVERY, STORAGE AND HANDLING
A. Delivery of Materials
1 Deliver materials to job -site in new, dry, unopened and well - marked containers showing product
and manufacturer's name.
2 Deliver materials in sufficient quantity to allow continuity of work.
B. Storage of Materials
1 Store bitumen and ply sheets in dry area protected from water or extreme humidity.
2 Store ply sheets on ends only where possible; on sloped roofs, store flat parallel to joists. Discard
rolls which have been flattened, creased, or otherwise damaged.
3 Stack insulation on pallets.
4 Remove plastic packing shrouds. Cover all stored materials with canvas tarpaulin top to bottom.
Secure tarpaulin.
5 Rooftop storage: Disperse material on roof to avoid structure overloading.
C. Material Handling
1 Handle all materials on site to avoid bending, tearing, or other damage during transportation and
installation.
2 Material handling equipment shall be selected and operated so as not to damage existing
construction or applied roofing. Do not operate or situate material handling equipment in locations
that will hinder smooth flow of vehicular or pedestrian traffic.
D. Environmental Requirements
1 Do not work in rain, snow or in presence of water.
* * * END OF SECTION 01600 * * *
QWEST: TUKWILA CYBER CENTER MATERIAL & EQUIPMENT HANDLING
1. PART 1 - GENERAL
1.1. RELATED DOCUMENTS:
PAGE 01740 -11
SECTION 01740
NDL WARRANTY
A. Documents affecting work of this Section include, but are not necessarily limited to, General
Requirements, bidding documents and drawings.
1.2. WARRANTY
A. Prior to acceptance of the work under this Contract, the Contractor, in addition to the Warranty provided
in Section 00700 -17, shall submit to Qwest a fifteen - (15) year No Dollar Limit (NDL) Manufacturer's
Certificate of Warranty. This warranty will include the complete roof membrane including bitumen,
mastics, adhesives, all waterproofing coatings and installed wall coverings, all projection and base
flashings, insulations and labor for the term of the warranty. Manufacturer's liability shall not be limited
to less than the Contract Price. Repairs that become necessary because of defective materials or
workmanship while under the warranty period shall be performed by the Contractor/ Manufacturer's
appointed repair contractor within forty-eight (48) hours of receipt of notification, unless additional time
is approved by the Project Representative. Failure to perform repairs in a timely manner will constitute
grounds for Qwest to employ others to perform the repairs and charging the expense of such repairs to the
Contractor/ Manufacturer.
B. The Manufacturer's Certificate of Warranty will include one site visit within the first two years of the
warranty by the manufacturer's technical service representative. Site visits shall include the following:
Roof Inspections, General Rooftop Housekeeping, Routine Maintenance and Database Software used to
track the results of the inspections. The manufacturer's representative will submit to the Project
Representative copies of the inspections to include any photographs or digital pictures within two weeks
following the inspections. The Contractor will also provide a written and photographic record of the roof
replacement project to the Project Representative or their designee.
C. Warranty must take no exception to random occurrences of ponding water.
D. The Contractor is to guarantee all work against defects in materials and workmanship for a period of (5)
years following final acceptance of the Work.
E. The material supplier will issue the warranty to the owner upon material supplier acceptance of the
project completion and full payment of all invoices related to the project.
F. Warranty by contractor and manufacturer shall include any metal edge, coping and expansion joint
components supplied or not supplied by the warrantor.
* * * END OF SECTION 01740 * * *
QWEST: TUKWILA CYBER CENTER WARRANTY SPECIFICATIONS
PAGE 02050 -12
SECTION 02050
SELECTIVE DEMOLITION AND SALVAGE
1. PART 1 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. DEMOLITION AND SALVAGE
A. SUMMARY
1 This portion of the specification governs the demolition, salvaging (to the extent specified by
building owner), and disposal of materials resulting from the demolition.
2. PART 2 - PRODUCTS (NOT APPLICABLE)
3. PART 3 - EXECUTION
3.1. DEMOLITION
A. Demolition operations shall be performed in such a manner that no damage to existing facilities or injury
to persons will result from the performance of the Work.
B. The contractor shall review and visually survey areas marked for demolition before beginning demolition.
C. The use of equipment or wrecking devices shall be subject to the approval of building owner; however,
such approval does not relieve the contractor of responsibilities described above.
3.2. PREPARATION
A. Protection:
1 Contractor shall be responsible for protection of property during course of work. Lawns, shrubbery,
paved areas, and building shall be protected from damage. Repair damage at no extra cost to owner.
2 Multi -ply roofing, base flashings, and insulation shall be installed and sealed in a thoroughly
watertight manner on same day of installation and before arrival of inclement weather.
3 During inclement weather throughout the duration of the project, the project foreman shall visit the
site to further verify that the roof is watertight.
4 At start of each workday, drains within daily work area shall be plugged. Plugs shall be removed at
end of each workday or before arrival of inclement weather.
5 At end of each working day, partial installation shall be sealed with water stops along edges to
prevent water entry.
6 Preparation work shall be limited to those areas that can be covered with installed roofing material
on same day or before arrival of inclement weather.
7 Provide at site, prior to commencing removal of debris, a dumpster or dump truck to be located
where directed by owner. Construct an enclosed chute from roof for removal of debris from roof
area. Protect building surfaces at chute /set -up areas with tarpaulin. Remove dumpster from
premises when full and empty at approved dumping or refuse area. Deliver empty dumpster to site
for further use. Upon job completion, dumpster /chute shall be removed from premises. Spilled or
scattered debris shall be cleaned up immediately. Removed material to be disposed from roof as it
accumulates.
QWEST: TUKWILA CYBER CENTER DEMOLITION AND SALVAGE
PAGE 02050 -13
8 Arrange work sequence to avoid use of newly constructed roofing for storage, walking surface, and
equipment movement. Move equipment and ground storage areas as work progresses.
B. Surface Preparation
1 Remove existing roof system down to the existing perlite insulation.
2 Remove all walk pads.
3 Remove all base flashings.
4 Remove metal counter flashings and copings.
5 Remove metal enclosures as required for access to flashings.
6 Dispose of all materials unless designated by building owner's representative for re- installation or
salvage.
3.3. HAZARDOUS MATERIALS
A. Meet all rules and regulations pertaining to the handling and disposal of roof material which contain
hazardous materials.
3.4. SALVAGE
A. Reuse existing continuous metal cleat where possible, install new as required.
B. Material as specified and recovered from demolition operations shall remain the property of building
owner. With the owner's permission, other materials shall become the property of the contractor.
Material salvaged for building owner shall be placed in storage areas designated by building owner.
Material that is not salvaged for building owner shall be removed from the site or discarded in an on -site
disposal area designated by building owner.
* * * END OF SECTION 02050 * * *
QWEST: TUKWILA CYBER CENTER DEMOLITION AND SALVAGE
PAGE 03730 -14
SECTION 05310
STEEL ROOF DECK
1. PART 1 - 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. Metal deck repairs shall be done as required to create a sound substrate for new roof installation. Deck
repairs may only be done with the written approval by building owner's representative.
2. PART2 PRODUCTS
2.1. METAL ROOF DECK
A. Sheet steel: ASTM A1008, Grade C structural quality; with factory applied prime coat.
B. Metal roof deck: Gage, rib depth, rib configuration - match existing; three span; lapped and stitched
joints.
C. Butt and finish strips: 20 -gage sheet steel.
D. Acceptable manufacturers:
1 Submit proposed manufacturer's specification for owner approval.
E. Metal roof deck fastener manufacturers:
1 Buildex Div. of ITW, Itasca, IL
F. Rust inhibitive primer (except CA):
Red Oxide Primer
3. PART 3 - EXECUTION
3.1. METAL ROOF DECK REPAIRS
A. Deck Reinforcement: Install sheet steel reinforcement profiled to existing decking configuration over all
rusted openings 16 sq. inches or less. If two or more rusted openings existing in same deck section,
replace deck.
B. Deck Reattachment:
1 Mechanically reattach loose sections of deck to steel support members twelve inches o.c.
C. Side laps:
1 Nestable side lap: Mechanically fasten 18 inches o.c.
2 Interlocking side lap: Button punch 18 inches o.c.
D. Deck Replacement:
1 Sawcut at bar joist/beam center, remove decking. Minimum length: Three spans.
2 Erect metal decking according to SDI Design Manual. If unable to lap, butt to adjacent deck.
Minimum bearing on steel supports: one inch.
3 Mechanically fasten side laps 18 inches o.c.
QWEST: TUKWILA CYBER CENTER CONCRETE REHABILITATION .
PAGE 03730 -15
4 Fasten deck to steel support members at ends and intermediate supports with mechanical fasten
twelve inches o.c. maximum.
5 Install six inch wide sheet steel butt strip where deck ends butt. Mechanically fasten butt strips to
steel deck six inches o.c.
E. Deck Protection: Apply rust inhibitive paint over surface rust per unit cost provided in Bid Proposal
Form.
* * * END OF SECTION 05310 * * *
QWEST: TUKWILA CYBER CENTER CONCRETE REHABILITATION
1. PART 1 - 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 sets forth the general requirements, including the quality and type of
materials required for the installation of all lumber used for wood curbs, nailing strips, miscellaneous
blocking material, unexposed fillers, fascias, edging strips, etc.
1.3. STORAGE:
PAGE 06110 -16
SECTION 06110
WOOD FRAMING
A. All material specified herein shall be stored (after delivery to the site) so that it will be fully protected
from damage and weather, and shall be piled to prevent warpage. All lumber shall be fully protected to
maintain the original required moisture content as specified in item titled "Moisture Content ".
1.4. OTHER REQUIREMENTS:
A. Dimensions indicated on the drawings are nominal dimensions (except where details show actual sizes)
and shall be subject to the standard reductions required for surfacing or tolerances permitted by the
grading rules. Unless otherwise indicated on drawings, all material shall be S4S (surfaced four sides).
1.5. PROTECTION:
A. All finished work shall be adequately protected against damage from any source.
1.6. COORDINATION:
A. Carpenters shall coordinate their work with that of the other trades so that progress continues without
interruption.
2. PART 2 - PRODUCTS
2.1. WOOD — FRAMING, CURBS AND CANTS
GRADING RULES, GRADES, AND SPECIES
A. Lumber: Southern Pine, yellow pine, douglas fir, spruce, ponderosa pine, larch or Hemlock and shall
meet the following minimum grade requirement of construction standard (75% #1 and 25% #2); free from
warping and visible decay. Lumber shall be graded according to the standard grading rules of the
Southern Pine Inspection Bureau, the West Coast Lumber Inspection Bureau, or the Western Wood
Products Association.
2.2. MOISTURE CONTENT
A. All lumber shall be air -dried or kiln -dried before treatment, so that the moisture content is not more than
19 %. After treatment, it shall be kiln -dried at temperatures not exceeding 160 degrees F. (71 degrees C)
so that the moisture content is not more than 19% at time of shipment
2.3. DECAY - RESISTANT TREATMENT
A. Lumber in contact with roofing or acting as fascias, and all other exterior lumber, shall be pressure -
treated with a waterborne preservative in accordance with AWPA Specification P5. Creosote and oil -
borne preservatives are not acceptable.
QWEST: TUKWILA CYBER CENTER WOOD FRAMING
3. PART 3 - EXECUTION
PAGE 06110 -17
B. Treating processes, material conditions, plant equipment, and other pertinent requirements shall conform
to AWPA Specifications Cl and C2 for specific kind of lumber and type of preservative to be used.
Retention shall be as required for intended use.
C. All treated lumber shall bear the mark of a code recognized third party agency such as the AWPA.
2.4. PLYWOOD
A. Grade: CDX or Cyme exterior Grade.
B. Description: 5/8" thick.
2.5. MECHANICAL FASTENERS / WOOD TO STEEL DECK:
A. Acceptable Manufacturers:
1 Buildex Div. Of ITW Itasca, IL
2 Olympic Manufacturing Group Inc. Agawam, MA
B. Screw Length: Sufficient to engage steel deck %"
2.6. WOOD TO WOOD:
A. Type: Galvanized, common, annular ring nail. Length: Sufficient to penetrate underlay blocking 1 -1/4
inches.
B. Acceptable Manufacturers:
1 Buildex Div. of ITW Itasca, IL
2 Olympic Manufacturing Group Inc. Agawam, MA
2.7. WOOD TO MASONRY:
A. Acceptable Manufacturers:
1 Buildex Div. of ITW Itasca, IL
2 Olympic Manufacturing Group Inc. Agawam, MA
3 Rawl, Powers Fastening Co. New Rochelle, NY
B. Length: As recommended by manufacturer.
2.8. WOOD TO HOLLOW MASONRY:
A. Acceptable Manufacturers:
1 Buildex Div. Of ITW Itasca, IL
2 Olympic Manufacturing Group Inc. Agawam, MA
3 Rawl, Powers Fastening Co. New Rochelle, NY
B. Length: As recommended by manufacturer.
3.1. CARPENTRY
A. As needed:
B. Fasteners shall be installed in two rows staggered. Spacing in any one row shall not exceed 24 inches.
Within eight feet of outside corners, spacing shall not exceed twelve inches in any one row.
C. Where required, offset blocking layers twelve inches, weave corners.
D. When preservative treated wood is cut, the cut end shall be treated in accordance with AWPA
Specification M4.
QWEST: TUKWILA CYBER CENTER WOOD FRAMING
PAGE 06110 -18
E. Lumber shall be accurately cut to the work requirements and shall be well fastened.
F. Bolted fastenings shall have washers of adequate size under both heads and nuts. Nails shall be of correct
size and quantity for proper fastening. Oversized nails that will result in splitting shall not be used. All
fasteners shall be galvanized per ASTM A 153.
• * * END SECTION 06110 * * *
QWEST: TUKWILA CYBER CENTER WOOD FRAMING
PAGE 07221 -19
SECTION 07221
ROOF INSULATION FOR METAL DECK TYPES
1. PART 1 - 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
Dens Deck cover board insulation over the existing perlite and polyisocyanurate.
B. All materials described herein shall be furnished and installed by the roofing 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 roofing
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.
QWEST: TUKWILA CYBER CENTER ROOF INSULATION
2. PART 2 - PRODUCTS
3. PART 3 - EXECUTION
3.1. CONDITION OF DECK
3.2. CONDITION OF EXISTING INSULATION
PAGE 07221 - 20
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.
2.1. INSULATION
A. Existing Insulation Type:
1 1 layer atop metal deck: 2 -3/4" polyisocyanurate.
2 Cover Board:' /<" Perlite ASTM C728 -82
B. New Insulation Type to Be Installed Over Existing Insulation as Detailed Above:
1 '''A" Dens Deck Prime.
2 Tapered edge strip: 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
3 Cants Strips: ASTM C728 -82, perlite.
C. Fasteners (for 'A" Dens Deck):
1 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
D. Insulation Adhesive (for tapered strip where required and for cant strip):
1 Insta -Stick Insulation Adhesive or approved equal.
A. Prior to mechanically fastening the new Dens Deck over the existing insulation, the existing insulation
must be inspected and accepted by the roofing contractor and roofing system warrantor. 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.
A. Existing insulation as described above shall be left in place and shall not be removed. Where existing
insulation is wet or damaged, the wet or damaged insulation shall be removed and disposed of and the
metal decking shall be inspected prior to mechanically fastening new insulation layer(s) to match the type
and thickness of the existing. When new insulation is applied, the deck shall be dry and free of dew,
frost, ice, and snow.
QWEST: TUKWILA CYBER CENTER ROOF INSULATION
PAGE 07221 -21
B. Prior to installing Dens Deck cover board insulation, existing perlite must be inspected and accepted by
the roofing contractor and or Owner's representative or roofing system warrantor. All deficiencies must
be corrected prior to start of work.
C. The roofing contractor shall notify the building owner's representative of any improper installations.
3.3. 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.
3.4. DENS DECK COVER BOARD INSULATION
A. Insulation shall be secured to meet FM I -90 requirements according to membrane manufacturer's FM
listings. Refer to FM Loss Prevention Data Sheet 1 -29 for increased fastener requirements at perimeter
and corners.
B. Install additional fasteners to ensure insulation is firm under foot.
C. 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.
D. Insulation installation requirements:
1 Stagger joints at least six inches.
2 Install insulation boards in courses parallel to roof edges, mopping surface up.
3 Firmly butt each insulation board to surrounding boards. Do not jam or deform boards.
4 Maximum elevation variation between boards at joints: 1/8 inch.
5 Cut and fit insulation boards where roof deck intersects vertical surfaces. Cut board 1/4 inch from
vertical surface.
6 All boards installed shall be 18 inches in length or width, minimum.
7 Promptly spread any adhesive that may accumulate on insulation surface to achieve smooth surface
for roofing installation.
3.5. TAPERED EDGE INSTALLATION
A. Tapered edge strips shall be adhered with the specified insulation adhesive.
B. Tapered edge strips are to be installed around all drains to form a continuous 48 -inch square sump.
3.6. 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 * * *
QWEST: TUKWILA CYBER CENTER ROOF INSULATION
1.4. SCHEDULE
1.6. PRE- ROOFING CONFERENCE
PAGE 07511 -22
SECTION 07511
MODIFIED BITUMINOUS SHEET ROOFING
1. PART 1 - 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 are 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.
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 roofing required, so that there will be undivided responsibility for the
performance of the work.
A. Related section:SECTION 01200 - PROJECT MEETINGS
QWEST: TUKWILA CYBER CENTER ROOFING SPECIFICATIONS
PAGE 07511 -23
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.
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 roofing 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.
QWEST: TUKWILA CYBER CENTER ROOFING SPECIFICATIONS
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
PAGE 07511 - 24
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. W.P. Hickman, Solon, OH
2.3. MULTI -PLY ROOFING MATERIALS
A. Sheet Materials
1 Self - Adhering Membrane at all Cant Strip locations and all Projections for Flame Protection: Pika
Ply SA Sanded
Test Typical Value
Thickness, mils (mm) 108 (2.7)
Maximum Load, 73.4 + 3.6 °F (23 + 93 (16.3) MD
2 °C), lbf/in. (kN /m) 63 (11.0) XMD
Elongation at Maximum Load, 73.4 ± 56 MD
3.6 °F (23 + 2 °C), % 61 XMD
Test Method
ASTM D 5147/D 6163
ASTM D 5147/D 6163
ASTM D 5147/ D 6163
QWEST: TUKWILA CYBER CENTER ROOFING SPECIFICATIONS
PAGE 07511 -25
Maximum Load, 0 ± 3.6 °F ( -18 ± 2 °C),
lbflin. (kN /m)
Elongation at Maximum Load, 0 +
3.6 °F ( -18 ± 2 °C), %
Tear Strength at 73.4 ± 3.6 °F (23 ±
2 °C), lbflin. (N)
Low Temperature Flexibility, °F ( °C)
Dimensional Stability, %
Compound Stability, °F ( °C)
Net Mass per Unit Area,
lbs /100 ft (g/m
Asbestos Content, %
127 (22.2) MD
98 (17.2) XMD
34 MD
29 XMD
120 (534) MD
87 (387) XMD
-15 ( -26)
0.5
230 (110)
55 (2,685)
Zero
2 Base Torch Applied Layer: Pika Ply 250 S (TG)
Test Typical Value
Thickness, mils (mm) 160 (4.0)
Maximum Load, 73.4 ± 3.6 °F (23 ± 132 (23.1) MD
2 °C), lbflin (kN /m) 90 (15.8) XMD
Elongation at Maximum Load, 73.4 + 63 MD
3.6 °F (23 ± 2 °C), % 68 XMD
Maximum Load, 0 + 3.6 °F ( -18 + 2 °C), 166 (29.1) MD
lbflin. (kN /m) 119 (20.8) XMD
Elongation at Maximum Load, 0 + 35 MD
3.6 °F ( -18 + 2 °C), % 34 XMD
Tear Strength at 73.4 ± 3.6 °F (23 ± 164 (730) MD
2 °C), lbf/in. (N) 121 (538) XMD
Low Temperature Flexibility, °F ( °C) -15 ( -26)
Dimensional Stability, % 0.5
Compound Stability, °F ( °C) 250 (121)
Net Mass per Unit Area, 113 (5,517)
lbs /100 ft (g/m
Asbestos Content, % Zero
Fire Resistance Pass, Class A
3 Top Torch Applied Cap Sheet: Pika Ply 250 GR FR (TG)
Test Typical Value
Thickness, mils (mm)
Maximum Load, 73.4 ± 3.6 °F (23 +
2 °C), lbflin (kN /m)
Elongation at Maximum Load, 73.4 ±
3.6 °F (23 ± 2 °C), %
Maximum Load, 0 ± 3.6 °F ( -18 ± 2 °C),
lbflin. (kN /m)
Elongation at Maximum Load, 0 +
3.6 °F ( -18 ± 2 °C), %
Tear Strength at 73.4 + 3.6 °F (23 +
2 °C), lbflin. (N)
160 (4.0)
132 (23.1) MD
90 (15.8) XMD
63 MD
68 XMD
166 (29.1) MD
119 (20.8) XMD
35 MD
34 XMD
164 (730) MD
121 (538) XMD
Low Temperature Flexibility, °F ( °C) -15 ( -26)
Dimensional Stability, % 0.5
Compound Stability, °F ( °C) 250 (121)
Granule Embedment (Grams Loss), Max.2
Net Mass per Unit Area, 110 (5,371)
lbs/100 ft (g/m
Asbestos Content, % Zero
Fire Resistance Pass, Class A
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 228
EPA 600/R- 93/116
Test Method
ASTM D 6164
ASTM D 6164
ASTM D 6164
ASTM D6164
ASTM D 6164
ASTM D 6164
ASTM D 6164
ASTM D 6164
ASTM D 6164
ASTM D 228
EPA 600/R- 93/116
UL 790
Test Method
ASTM D 5147 / D 6164
ASTM D 5147 / D 6164
ASTM D 5147 / D 6164
ASTM D 5147 / D 6164
ASTM D 5147 / D 6164
ASTM D 5147 / D 6164
ASTM D 5147 / D 6164
ASTM D 5147 / D 6164
ASTM D5147ID6164
ASTM D5147ID6164
ASTM D 228
EPA 600/R- 93/116
UL 790
QWEST: TUKWILA CYBER CENTER ROOFING SPECIFICATIONS
B. Related Roofing System Materials
1 Asphalt Primer:
Rapid Dry Pimer SP
2 Asphalt Mastic:
HK ARM
3 Elastomeric Asphalt Mastic:
HK Elastic Plus
3. PART 3 - EXECUTION
3.1. MEMBRANE
A. Insulation: See Section 07221.
PAGE 07511 -26
B. Self Adhering Membrane Installation:
1 Install self adhering membrane over the cant strip at all cant strip/base flashing locations.
Membrane shall be installed in 12" widths; 4" above cant, 4" on cant and 4" onto Dens Deck cover
board.
2 Install self adhering membrane at all projections and penetrations. Membrane shall be wrapped
around projections /penetrations in 12" widths with a minimum of installed onto Dens Deck cover
board.
C. Membrane 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.
D. 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.
E. Membrane installation further requirements:
1 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 inches 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.
QWEST: TUKWILA CYBER CENTER ROOFING SPECIFICATIONS
PAGE 07511 -27
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 day's work, remove temporary connection by cutting membrane evenly along edge
of existing roof system. Remove "deadman" insulation fillers.
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 * * *
QWEST: TUKWILA CYBER CENTER ROOFING SPECIFICATIONS
2. PART 2 - PRODUCTS
SECTION 07651 -28
SECTION 07651
FLEXIBLE FLASHING AND SHEET METAL
1. PART 1-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 flashings and sheet metal on the roofing systems specified.
B. All materials described herein shall be furnished and installed by the roofing contractor unless
specifically noted otherwise.
C. Work shall be in accordance with Architectural Sheet Metal Manual, latest edition, as issued by Sheet
Metal and Air Conditioning Contractors' National Association, Inc., (SMACNA).
2.1. MECHANICAL FASTENERS
A. Sheet Metal to Masonry
1 Tapcon 1/4 inch diameter, Phillips flat head anchor with EPDM washer by Buildex Div. of ITW,
Itasca, IL.
2 Length: Sufficient to provide 1 -1/4 inch embedment.
B. Sheet Metal to Curbs
1 Fab -lok Fac 10 -8 stainless steel screw, aluminum sleeve by Fabco Fastening Systems, West
Newton, PA.
C. Stainless sheet steel to wood blocking:
1 Roofing nails: galvanized steel wire, flat head, diamond point, round, barbed shank.
2 Length: Sufficient to penetrate wood blocking 1 -1/4 inches minimum.
D. Galvanized sheet steel to wood blocking:
1 Roofing nails; galvanized steel wire, flat head, diamond point, round, barbed shank.
2 Length: Sufficient to penetrate wood blocking 1 -1/4 inches minimum.
E. Base Flashing to Masonry
1 Masonry nail by Simplex Nail, Inc., Americus, GA.
2 Round Cap Masonry Nail by Hillwood Mfg. co., Cleveland, OH.
2.2. METAL FLASHING
A. Plumbing vents:
1 Prefabricated plumbing vent flashings, 4 lb lead
B. Round Penetrations:
QWEST: TUKWILA CYBER CENTER FLEXIBLE FLASHING AND SHEET METAL
C.
D.
E.
F.
G.
H.
I Cut and soldered plumbing vent flashings, 4 lb lead
Plumbers Clamp: Stainless Steel Clamp
Sealant: One Part Polyurethane Caulking.
Polyurethane/bitumen resin: ALSAN Flashing.
Fleece for use with Polyurethane/bitumen resin: ALS
Membrane used to counter flash tops of Alsan sealed
Membrane
Shop fabricated metal components including, coping,
1 Galvanized steel: 24 gage ASTM A526, Kynar Coated.
2 Color of metal to be selected by Owner.
2.3. FLEXIBLE FLASHINGS:
A. Sheet Materials
SECTION 07651 - 29
Test
Thickness, mils (mm)
Maximum Load, 73.4 + 3.6 °F (23 +
2 °C), lbf/in. (kN /m)
Elongation at Maximum Load, 73.4 +
3.6 °F (23 + 2 °C), %
Maximum Load, 0 + 3.6 °F ( -18 + 2 °C),
lbf/in. (kN /m)
Elongation at Maximum Load, 0 +
3.6 °F ( -18 ± 2 °C), %
Tear Strength at 73.4 + 3.6 °F (23 ±
2 °C), lbf/in. (N)
Low Temperature Flexibility, °F ( °C)
Dimensional Stability, %
Compound Stability, °F ( °C)
Net Mass per Unit Area,
lbs/100 ft (g/m
Asbestos Content, %
AN PolyFleece.
lead boots: Uncured Self Adhering EPDM
counter flashing skirts, and cleats.
1 Self - Adhering Membrane at all Cant Strip locations and all Projections for Flame Protection: Pika
Ply SA Sanded
Typical Value
108 (2.7)
93(16.3) MD
63 (11.0) XMD
56 MD
61 XMD
127 (22.2) MD
98 (17.2) XMD
34 MD
29 XMD
120 (534) MD
87 (387) XMD
-15 ( -26)
0.5
230 (110)
55 (2,685)
Zero
2 First Torch Applied Base Flashing Layer: Pika Ply 250 S (TG)
Test Typical Value
Thickness, mils (mm) 160 (4.0)
Maximum Load, 73.4 f 3.6 °F (23 f 132 (23.1) MD
2 °C), lbf/in (kN /m) 90 (15.8) XMD
Elongation at Maximum Load, 73.4 + 63 MD
3.6 °F (23 + 2 °C), % 68 XMD
Maximum Load, 0 ± 3.6 °F ( -18 ± 2 °C), 166 (29.1) MD
lbf/in. (kN /m) 119 (20.8) XMD
Elongation at Maximum Load, 0 ± 35 MD
3.6 °F ( -18 ± 2 °C), % 34 XMD
Tear Strength at 73.4 + 3.6 °F (23 + 164 (730) MD
2 °C), lbf/in. (N) 121 (538) XMD
Test Method
ASTM D 5147/D 6163
ASTM D 5147/D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 5147/ D 6163
ASTM D 228
EPA 600/R- 93/116
Test Method
ASTM D 6164
ASTM D 6164
ASTM D6164
ASTM D6164
ASTM D 6164
ASTM D 6164
QWEST: TUKWILA CYBER CENTER FLEXIBLE FLASHING AND SHEET METAL
B. Accessories:
3. PART 3 - EXECUTION
SECTION 07651 -30
Low Temperature Flexibility, °F ( °C)
Dimensional Stability, %
Compound Stability, °F ( °C)
Net Mass per Unit Area,
lbs /100 ft (g/m
Asbestos Content, %
Fire Resistance
3 Top Torch Applied Cap Sheet: Pika Ply 250 G
Test
Thickness, mils (mm)
Maximum Load, 73.4 ± 3.6 °F (23 ±
2 °C), lbf/in (kN /m)
Elongation at Maximum Load, 73.4 +
3.6 °F (23 ± 2 °C), %
Maximum Load, 0 ± 3.6 °F ( -18 ± 2 °C),
lbf/in. (kN /m)
Elongation at Maximum Load, 0 ±
3.6 °F ( -18 ± 2 °C), %
Tear Strength at 73.4 ± 3.6 °F (23 ±
2 °C), lbf/in. (N)
Low Temperature Flexibility, °F ( °C)
Dimensional Stability, %
Compound Stability, °F ( °C)
Granule Embedment (Grams Loss), Max.
Net Mass per Unit Area,
lbs /100 ft (g/m
Asbestos Content, %
Fire Resistance
1 Reinforcing fabric:
HK Mesh
2 Asphalt mastic:
HK ARM
3 Rubberized Asphalt mastic:
HK Elastic Plus
4 Asphalt primer:
Asphalt Primer SP
-15 ( -26)
0.5
250 (121)
113 (5,517)
R FR (TG)
Typical Value
ASTM D 6164
ASTMD 6164
ASTMD 6164
ASTMD 228
Zero EPA 600/R- 93/116
Pass, Class A UL 790
Test Method
160 (4.0) ASTM D 5147 / D 6164
132 (23.1) MD ASTM D 5147 / D 6164
90 (15.8) XMD
63 MD ASTMD 5147 /D 6164
68 XMD
166 (29.1) MD ASTM D 5147 / D 6164
119 (20.8) XMD
35 MD ASTMD 5147 /D 6164
34 XMD
164 (730) MD ASTMD 5147 / D 6164
121 (538) XMD
-15 ( -26) ASTM D 5147 / D 6164
0.5 ASTMD 5147 / D 6164
250 (121) ASTM D 5147 / D 6164
2 ASTMD 5147 /D 6164
110 (5,371) ASTMD 228
Zero EPA 600/R- 93/116
Pass, Class A UL 790
3.1. BASE FLASHINGS
A. Preparation:
1 Remove existing flashing materials to substrate. Replace damaged material in like kind.
2 Raise equipment curbs as needed to obtain 8" base flashing height.
3 Install self adhering membrane over the cant strip at all cant strip/base flashing locations.
Membrane shall be installed in 12" widths; 4" above cant, 4" on cant and 4" onto Dens Deck cover
board.
4 Prime vertical substrate with asphalt primer at approximate rate of one gallon per 125 - 150 sq. ft.
5 Install new roofing two inches beyond top edge of cant.
QWEST: TUKWILA CYBER CENTER FLEXIBLE FLASHING AND SHEET METAL
SECTION 07651 -31
B. Base Layer Installation:
1 Fully bond one layer of specified smooth torch applied membrane completely to flashing substrate,
cant, and roofing. Flashing should extend a minimum of 8" above finished roof membrane at
equipment curbing.
C. Top Cap Sheet Layer Installation:
1 Fully bond top layer of granulated torch applied membrane completely to base layer.
2 Mechanically fasten top of flashing to substrate, fasten minimum of 8 inches on center.
3 Install specified counter flashing system as per detail drawings
4 Three- course all vertical cap sheet laps with alternating courses of asphalt mastic and reinforcing
mesh.
5 After allowing a minimum of 30 days cure time, neatly apply non - fibered aluminum coating to the
vertical three- course detail..
D. Additional instructions for mineral surface flashing cap.
1 Snap a chalk line 6" from the toe of cant out onto roof membrane.
2 Measure the distance from the chalk line up the wall to where flashing will be terminated. On
sloped roofs, take two measurements 1 meter (39 ") apart.
3 Measure down length of a roll of specified membrane, and cut, in cross machine direction, a section
same length. If roof is sloped, start at the bottom, and transfer height measurement to cutting of the
flashing cap. Each section is 1 meter (39 ") in width.
4 Torch -apply membrane using a strapping method, overlapping the exposed smooth selvage with
each new section. Bottom of flashing cap must be lined up 6" from toe of cant, on chalk line.
5 The salvage of the last section should be cut flush to the mineral surface prior to the application,
ensuring that total flashing surface is mineral surfaced.
6 All areas where excessive adhesive is exposed on side laps may be coated with specified heat
reflective coating or granules sprinkled in as flashing sections are installed.
3.2. AT PLUMBING VENTS
A. Remove existing stack flashing.
B. Install self adhering membrane at all projections and penetrations. Membrane shall be wrapped around
projections /penetrations in 12" widths with 4" minimum installed onto Dens Deck cover board.
C. Wedge plumbing vent tight against deck.
D. Fabricate and install plumbing vent flashing from specified lead or use pre- fabricated lead that properly
fits plumbing vent..
1 Flange, five inches wide minimum, extends completely around periphery of vent flashing. Set
flange into asphalt mastic. Neatly dress flange with wood block.
2 Pipe outside diameters greater than two inches: Bend lead inside pipe one inch minimum with
pliers or rubber /plastic mallet. Replace cracked lead.
3 Pipe outside diameters two inches or less: Cut lead at vent top. Fabricate and install integral lead
cap.
4 Prime metal flange with asphalt primer and allow to dry.
5 Heat metal flange with torch prior to setting in place and firmly pressing on flange to ensure even
contact with roof surface.
6 Apply hot melt adhesive on metal flange and onto roof.
QWEST: TUKWILA CYBER CENTER FLEXIBLE FLASHING AND SHEET METAL
SECTION 07651 -32
7 Flash with two targets; one smooth torch applied layer four inches larger than the lead flange and
one granulated torch applied layer eight inches larger than the lead flange.
3.3. COPING CAP METAL
A. Extend new roofing to top edge of cant.
B. Adhere flashing base ply(s) and top ply to flashing substrate in a continuous application of flashing
adhesive. Remove wrinkles and voids. Overlap sections four inches. Extend flashing ply four inches
beyond toe of cant.
C. Extend base ply to outside edge of wall. Extend top ply to top of vertical wall and nail off.
D. Install SBS peel and stick membrane atop wall to counter flash over edge of top layer.
E. Install new standing seam coping in a watertight manner utilizing polyurethane sealant.
F. Reuse existing cleat where possible. Re -fasten where necessary. Install new cleat where existing cleat is
damaged or is not continuous.
3.4. ROUND, AND SQUARE PROJECTIONS AT HVAC UNITS, RAISED WALK WAY/EQUIPMENT
PLATFORMS, ETC.
A. Remove existing pitch pockets and or lead flashings.
B. Install self adhering membrane at all projections and penetrations. Membrane shall be wrapped around
projections /penetrations in 12" widths with 4" minimum installed onto Dens Deck cover board.
C. Fabricate and install lead flashing from specified lead.
1 Flange, five inches wide minimum, extends completely around periphery of vent flashing. Set
flange into asphalt mastic. Neatly dress flange with wood block.
2 Prime metal flange with asphalt primer and allow to dry.
3 Heat metal flange with torch prior to setting in place and firmly pressing on flange to ensure even
contact with roof surface.
4 Flash with two targets; one smooth torch applied layer four inches larger than the lead flange and
one granulated torch applied layer eight inches larger than the lead flange.
D. Seal top of soldered lead jack.
1 Install plumbers clamp at top of soldered lead.
2 Seal top of lead and plumbers clamp with a 4" width of Alsan and PolyFleece.
3 Install adhesive backed uncured EPDM membrane above top of lead and Alsan. EPDM to be
wrapped around projection and terminated at top with another plumbers clamp.
3.5. I -BEAM EQUIPMENT SUPPORTS
A. Block I -beam with wood blocking to create solid projection.
B. Fabricate new lead flashing and install plumbers clamp at top of soldered lead.
C. Seal top of lead and wood with heavy application of Alsan and PolyFleece extending 4" onto I -beam.
3.6. EXPANSION JOINT (NORTH PERIMETER)
A. Leave expansion joint in place.
B. Install new specified base flashing assembly to bottom of inside vertical leg of metal flashing. Fasten top
of base flashing and install a three course detail of mastic and mesh.
C. Remove fasteners from inside vertical leg of metal flashing.
QWEST: TUKWILA CYBER CENTER FLEXIBLE FLASHING AND SHEET METAL
SECTION 07651 -33
D. Install new pre - finished metal skirt counter flashing behind the inside vertical leg of the existing metal
and mechanically fasten with new grommetted screws, 8" O.C.
E. Install Alsan and PolyFleece to all metal joints of the expansion joint on the South side of the neoprene
billow. Joints shall be taped so finished Alsan application shall be neat.
3.7. COUNTER FLASHING
A. Install counter flashing according to detail drawing(s) and manufacturers recommendations.
* * * END OF SECTION 07651 * * *
QWEST: TUKWILA CYBER CENTER FLEXIBLE FLASHING AND SHEET METAL
1. PART 1 - 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. The existing drain ring will be removed.
B. Drains will require new flashing lead.
2. PART2 PRODUCTS
2.1. DRAIN ACCESSORIES
A. Acceptable drain component manufacturer's are:
1 Zurn, Erie, PA
2 Smith, Montgomery, Alabama
3 Josam, Michigan City, Indiana
B. Metal flashing:
1 ASTM B29- 79(1984), four lb. sheet lead.
2 Soft copper drain flashing sheet.
3. PART 3 - EXECUTION
SECTION 15400 - 34
SECTION 15400
ROOF DRAINS
3.1. DRAINS
A. Existing Drains:
1 Locate and install drain body in locations specified by owner's representative.
2 Install tapered edge strip around drain to create sump. Miter corners. Seal top of tapered edge to
drain rim with fiberglass mesh embedded between alternate courses of asphalt mastic.
3 Install a target of self adhering membrane over tapered edge material.
4 Install multi -ply roofing or stripping plies into sump and onto drain rim.
5 Apply 1/16 inch uniformly thick layer of asphalt mastic to surface receiving lead flashing.
6 Set single piece lead flashing (30" square minimum) in mastic centered over drain, extend lead six
inches beyond drain rim. Neatly dress lead with wood block.
7 Prime lead with asphalt primer.
8 Strip -in primed lead using alternating courses of membrane and rubberized mastic adhesive as
recommended by the manufacturer and as detailed on drawings. Reclamp flashing collar to drain in
bed of mastic. If bolts are broken, drill and retap. If ladder clamps are installed, replace clamps.
9 Neatly cut lead within drain at rim, remove.
10 Seal /plug drain to prevent water entry until service connection is completed.
QWEST: TUKWILA CYBER CENTER ROOF DRAINS
11 Install new drain screens where missing.
SECTION 15400 -35
• * * END OF SECTION 15400 * * *
QWEST: TUKWILA CYBER CENTER ROOF DRAINS
SECTION 15400 -36
QWEST: TUKWILA CYBER CENTER
ROOF DRAINS
EXTEND
PLY
SEAL
a
M
M
F‹
NOTES:
1.
2.
DOWN
SIDE
CONTINUOUS
WOOD
x,„ z
5o
°O
,
SELF
SELF
FIRST
SHIM
o
0
m
I
ADHERING
ADHERING
MEMBRANE FLASHING
OUTSIDE FACE OF
WALL.
AppROX.
1/2"
,
..
SHOWN FOR
SPECIFIED
GAP (N) STANDING SEAM COPING
FASTENER AND SEALING
WASHER SPACED AS
SPECIFIED
-bi
FASTENERS APPROY. 8" O.C.
LAPS
TAPERED
1
.\
IIIII
0 �
FIBERED CANT
WOOD NAILERS
BE EXISTING BUT
NOT REOUIRED
MEMBRANE
MEMBRANE
\
\ �
�,�III,
'%*.
0
_
Jam
II
1 1. 1 :r:•� 111
•••OQ•��
WOOD NAILER
PRIMED MASONRY SUBSTRATE.
� 4" MIN.
2 MIN.
CAP MEMBRANE FLASHING PLY
FIELD CAP MEMBRANE PLY
FIRST MEMBRANE FLASHING PLY
FIELD BASE MEMBRANE PLIES
(N) DENS DECK COVER BOARD
(E) INSULATION LAYERS
METAL DECKING
CLARITY
NOT SHOWN FOR CLARITY
MAY
ARE
AT CANT NOT
ATOP WALL AS
OWEST
TUKWILA CYBER CENTER
TITLE
WALL BASE FLASHING & COPING
DRAWING NUMBER MB -01
SECTION 15400 -36
QWEST: TUKWILA CYBER CENTER
ROOF DRAINS
QWEST: TUKWILA CYBER CENTER
SECTION 15400 -37
ROOF DRAINS
SHEET METAL ENCLOSURE INSULATE VOID
WITH REMOVABLE TOP TO PREVENT
- CROSSBREAK OR SLOPE CONDENSATION
FOR DRAINAGE
SHEET METAL OR
-�
FLEX -TUBE COLLAR
SLOPE PIPES DOWN AND
AWAY FROM HOOD
_
•
V
' /
MINIMUM 4" [100 mm]
CLEARANCE FROM PIPE TO
/ TOP OF CURB; MIN. T 2" [50
mm] BETWEEN PIPES
I
,'
M
M
Z
2-
r
=
— iif
— GASKETED FASTENERS
ils MINIMUM TWO FASTENERS
PER SIDE
FASTENERS APPROX. 8"
w
_
o
=
z y
Li_
[203 mm] O.0
OPTIONAL: REMOVABLE SHEET
METAL COUNTERFLASHING SEE
NOTE 1
SPECIFIED BASE FLASHING
f (8" [200 mm] MIN. HEIGHT)
FEATHERED AT FIELD OF
.ii
ROOF
is _
mit:
HEAD
rP
; I l i .
1 MS
DENS DECK COVER BOARD
(E) INSULATION LAYERS
METAL
EXTENDED FIELD PLIES ABOVE
OF CANT (NOT SHOWN FOR CLARITY) DECKING
FIELD PLIES
CANT
NOTES:
1. WHERE THE SHEET METAL ENCLOSURE OVERLAPS THE BASE FLASHING AT LEAST 7 (75 mmJ AND COVERS BASE
FLASHING NAILS, THE REMOVABLE SHEET METAL COUNTER FLASHING IS NOT REQUIRED.
2. SELF ADHERING MEMBRANE AT CANT NOT SHOWN FOR CLARITY
OWEST
TUKWILA CYBER CENTER
TRLE
SHEET METAL PIPE ENCLOSURE
DRAWING NUMBER
MB -02
QWEST: TUKWILA CYBER CENTER
SECTION 15400 -37
ROOF DRAINS
QWEST: TUKWILA CYBER CENTER
SECTION 15400 -38
ROOF DRAINS
SEALING MATERIAL
WOOD CURB
(E) COUNTER FLASHING
/
(N) SKIRT FLASHING
mm ®�
MAXIMUM 24" (610mm)
HEIGHT
MINIMUM 8" (203mm)
N '\\ -\ \ \ Cs.
FASTENERS APPROX.
8" (203mm) 0.C.
CAP MEMBRANE FLASHING PLY
FIRST MEMBRANE FLASHING PLY
/ FIBERED CANT
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III
,,,,•
. .
IIIIIIIIIIIIIIII IIIIII @IIIIII1111
`.,.,< ` \/�;`
II
,%
, ..._..-...LY
WOOD NAILERS
MAY BE EXISTING
BUT ARE NOT REQUIRED
f
i
FIELD MEMBRANE •
DENS DECK COVER BOARD
INSULATION
(E) LAYERS
DECKING
METAL
NOTES:
1. SELF ADHERING MEMBRANE AT CANT NOT SHOWN FOR CLARITY
OWEST
TUKWILA CYBER CENTER
TITLE
RAISED WOOD CURB
DRAWING NUMBER
MB -03
QWEST: TUKWILA CYBER CENTER
SECTION 15400 -38
ROOF DRAINS
QWEST: TUKWILA CYBER CENTER
SECTION 15400 -39
ROOF DRAINS
UNIT MOUNTING CURB
(E) COUNTER FLASHING
SEALING MATERIAL
WOOD NAILER — (N) SKIRT FLASHING
n.bel.en�x on I®®
1HJ13H
(wwo1.9) „•Z Wnwixvv
"
E
M
O
—��
FASTENERS APPROX.
8 (203mm) O.C.
co
CAP MEMBRANE FLASHING PLY
FIRST MEMBRANE FLASHING PLY
M
D
`...
'A
11111111111111 111111111111
.
\\ ti
OW h T "!
I
/
/ FIELD MEMBRANE
DENS DECK COVER BOARD
(E) INSULATION LAYERS
A�i�i���iil METAL DECKING
(E) WOOD ALTERNATE
MILERS CURB BEARING
(NOT LOCATION FOR HEAVY WEIGHT
LOADING CONDITIONS
NOTES:
1. SELF ADHERING MEMBRANE AT CANT NOT SHOWN FOR CLARITY
QWEST
TUKWILA CYBER CENTER
TITLE
INSULATED RAISED CURB
DRAWING NUMBER
MB -04
QWEST: TUKWILA CYBER CENTER
SECTION 15400 -39
ROOF DRAINS
QWEST: TUKWILA CYBER CENTER
SECTION 15400 -40
ROOF DRAINS
FIELD CAP MEMBRANE PLY
REINFORCING MEMBRANE PLY EXTEND
AIM
FIELD BASE
1
/
3" (7.6cm) BEYOND LEAD
30" (76.2cm) SQUARE MINIMUM,
2 1/2 LB. TO 4 LB. (1.2kg TO 1.8kg)
LEAD OR 16 OZ. (0.5kg) COPPER
FLASHING SET IN BED OF SPECIFIED
MASTIC. PRIME TOP SURFACE BEFORE
INSTALLING REINFORCING PLY
DRAIN STRAINER
MEMBRANE PLIES
I • • "i i +�,_'
: -
" ?!'i: - �
� I.-_-_:- �`
-- -- �.
DENS DECK
COVER BOARD
''Sr LI
(E) INSULATIi •
LAYERS
1 1
f
t
,
•., "
METAL �_ \
:»:6
PIN ' G1 . 6 ;i Fi „ •re!ei
CLAMPING
I.
w'' ;..
-" .
DRAIN BOWL
DRAIN FLASHING, FIELD BASE, ________�
REINFORCING AND MEMBRANE
PLIES EXTEND UNDER CLAMPING
RING AND TURN LEAD DOWN
INTO BOWL 1" (2.54cm) MIN.
INSTALL A MINIMUM 8" (20cm) WIDE BED OF SPECIFIED MASTIC
DRAIN FLANGE AND OUT ONTO THE INSULATION PRIOR TO EMBEDDING
FIELD BASE MEMBRANE PLY INTO THE MASTIC. AFTERWARD. APPLY
ANOTHER BED OF MASTIC ON TOP OF THE BASE PLY PRIOR TO
APPLICATION OF THE PRIMED DRAIN LEAD FLASHING.
POSSIBLE INSTALL 4'
0 �
S /
ONTO THE
THE
THE
0 "::7
`d.
4
WHEN MINIMUM (10.2cm) DRAIN
SUMP IN ANY ONE DIRECTION —OR THAT ADDITIONAL
TAPER TO PROVIDE POSITIVE DRAINAGE.
NOTES:
1. SELF ADHERING MEMBRANE NOT SHOWN FOR CLARITY
QWEST
TUWILA CYBER CENTER
MU
DRAIN & OVERFLOW W/ CLAMPING RING
DRAWING NUMBER
MB -05
QWEST: TUKWILA CYBER CENTER
SECTION 15400 -40
ROOF DRAINS
_
TOP
OF FLASHING CAPPED
OR ROLLED INTO PIPE
MIN. 1" (25mm)
l .. '--
CAP MEMBRANE LAYER
LEAD PIPE FLASHING
tl I`
I
SEALANT AT METAL
N �''I
�/
JUNCTURE TO MEMBRANE
II 1
Z14
Ak
"4 AAA
\
BASE MEMBRANE LAYER
-• .I
*v 1
PRIME METAL FLANGE AND
� ' II.
SET IN SPECIFIED MASTIC
4" MIN. ♦ t♦�
(102mm)
1
-
♦♦� 4" MIN.
'
,l
♦ ♦.., k (102mm)
♦ ♦ f oop�
♦ 4.♦ �
FIELD MEMBRANE
0
♦ } ♦ i
DENS DECK COVER BOARD
(E) INSULATION LAYERS
,.
VENT PIPE
METAL DECKING
NOTES:
1. LEAD FLASHING FLANGE AND POLYESTER REINFORCING MEMBRANE PLY MUST BE PLACED DIAGONAL TO
BASE PLY FIELD SEAMS.
2. SELF- ADHERING MEMBRANE NOT SHOWN FOR CLARITY
OWEST
TITLE
VENT PIPE
TUKWILA CYBER CENTER
DRAWING NUMBER
MB -05
SEALANT (TYP,)
STAINLESS STEEL CLAMP
SELF ADHERING UNCURED
EPDM MEMBRANE
STAINLESS STEEL CLAMP
SOLDERED LEAD JACK
B
o
I
it
/ HVAC PLATFORM SUPPOR, ROUND
PROJECTIONS, ETC.
ALSAN & POLYFLEECE
SEALANT (TYP.)
FIELD CAP MEMBRANE PLY
FIRST MEMBRANE FLASHING
/ � PLY TARGET
,' FIELD BASE MEMBRANE PLY
IIIIIIIIIIIIIIIIIIII 111111
•
111 I II IIIIIIlI 111 111111111 1 11111 11 II 1111
12 (305mm)
_ __ —
5" FLANGE Fes-
' � DENS DECK COVER BOARD
- \
NOTES:
1. SELF ADHERING
(TYPICAL)
\ INSULATION LAYERS
\ ` ' DECKING
MEMBRANE NOT SHOWN FOR CLARITY
QWEST
TUKWILA CYBER CENTER
TITLE
HVAC SUPPORT PLATFORM, ETC.
DRAWING NUMBER
MB -07
MEYER
May 12, 2009
City of Tukwila
To Whom It May Concern:
Sincerely,
Eugene M. Meyer
President
ROOFING & SHEET METAL
RE: Fire Classification for Qwest Cyber Center
BROTHERS
The roofing system installed on the Qwest facility located at 6101 S, 180 St, Tukwila,
WA, was installed per manufactures specifications. These specifications were installed
per UL Class A Classification per the attache sheet. The system is #50 on second page
The roof was inspected throughout the project by the roofing manufacturer to verify
everything was in accordance to their specifications.
WWW.MEYERBROTHERSROOFING.COM
MEYER BROS. ROOFING • 7777 DETROIT AVE. S.W. SEATTLE, WA 98106
PHONE (206) 762 -9418 FAX (206) 762 -3272 • STATE CONTRACTORS REG. NO. MEYERBR142LL
TGFU.R11643
Roofing Systems
W P HICKMAN SYSTEMS INC
30700 SOLON INDUSTRIAL PKY
SOLON, OH 44139 USA
21. Deck: NC Incline: 2
Roofing Systems
Class A - Fully Adhered
R11643
Insulation (Optional): — Polyisocyanurate, glass fiber, perlite, wood fiber, any thickness,
mechanically fastened or adhered with hot roofing asphalt.
Base Sheet (Optional): — One or more plies Type G1 or Type G2, mechanically fastened or
adhered with hot roofing asphalt.
Ply Sheet: — "Pika Ply SS -3G" or "Pika Ply SS -3P" or "Pika Ply SS -4" adhered with hot
roofing asphalt.
Membrane: — "Pika Ply MS -3G" or "Performance Ply MS FR" or "Pika Ply MS -4" adhered
with hot roofing asphalt.
29. Deck: NC Incline: 1
Insulation (Optional): — UL Classified polyisocyanurate covered with UL Classified glass
fiber or rock wool or perlite or wood fiberboard or min' /4 -in. thick G -P Gypsum Corp.
"DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM
Roofboard" or Pittsburgh Corning "FOAMGLAS ", any combination, any thickness except as
noted. NOTE: Classified base sheet or ply sheet required when optional insulation is used,
except on "FOAMGLAS ".
Base Sheet (Optional): — One or more plies Types G1 or Type G2, mechanically fastened
or adhered with hot roofing asphalt.
Ply Sheet (Optional): — One or more plies "Pika Ply SS -3G" or "Pika Ply SS -3P" or "Pika
Ply SS -4 ", mechanically fastened or adhered with hot roofing asphalt.
Membrane: — 'Pika Ply MS -3G" or "Performance Ply MS FR" or "Pika Ply MS -4" adhered
with hot roofing asphalt.
50. Deck: NC Incline: 1
Insulation (Optional): — UL Classified polyisocyanurate or glass fiber or rock wool or
perlite or wood fiberboard or minimum' /4 -in. thick G -P Gypsum Corp. "DensDeck
Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" or
Pittsburgh Corning "FOAMGLAS" any combination, any thickness except as noted,
mechanically fastened or adhered with hot roofing asphalt. NOTE: Classified base sheet
below required when optional insulation is used.
Base Sheet (Optional): — One or more plies Type G1 or Type G2, mechanically fastened or
adhered with hot roofing asphalt.
Ply Sheet (Optional): — One or more plies "Pika Ply SS -3G" or "Pika Ply SS -3P" or "Pika
Ply SS -4" or "Pika Ply 180 (FS)" or "Performance Ply SS" mechanically fastened or adhered
with hot roofing asphalt or "Pika Ply SS -3P (TG)" or "Pika Ply SS -3G (TG)" mechanically
fastened or heat fused in place.
Membrane: — "Pika Ply MS -3G" or "Pika Ply MS -4" or "Performance Ply MS FR" adhered
with hot roofing asphalt, or "Pika Ply MS -4 (TG)" or "Pika Ply 250 GR FR (TG)" or "Pika
Ply MS -4G (TG)" or "Pika Ply MS -4 (TG)" heat fused in place.
30700 Solon Industrial Parkway
Solon, OH 44139
PHONE 440.248.7760
FAX: 440.248.6524
www.viridiansystems.net
To Whom It May Concern:
The Qwest Tukwila Cyber Center Roof Replacement project is 100% complete including completion of
the punch list. A Viridian System labor and material warranty is in the process of being generated and
will be forwarded to Qwest along with a copy to Meyer Brothers Roofing.
Please call should you have any questions.
Sincerely,
Paul Fannin
Viridian Systems
(206) 841 -7663
VIRIDIAN
s y s t e m s
05 -04 -2009
SUZANNE REES
2301 LINCOLN AVE
TACOMA WA 98421
RE: Permit No. D08 -508
6101 S 180 ST TUKW
Dear Permit Holder:
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 and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 06/15/2009 , 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,
Bill Rambo
Permit Technician
xc: Permit File No. D08 -508
Ciiy of f Tukwila
Department of Community Development Jack Pace, Director
Jim Haggerton, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
/ •
December 10, 2008
Gene Meyer
2301 Lioncoln Ave
Tacoma, WA 98421
RE: CORRECTION LETTER #1
Development Application Number D08 -508
Qwest Reroof — 6101 S 180 St
Dear Mr. Meyer,
This letter is to inform you of corrections that must be addressed before your development permit can be
approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time the
Fire, Planning and Public Works Departments have no comments.
Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding
the attached comments.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and/or other documentation. The City requires that four (4) complete 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. Corrections /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 (206) 431 -3670.
Sincerely,
Bill Rambo
Permit Technician
encl
File No. D08 -508
City of Tukwila
Department of Community Development Jack Pace, Director
7.-ii-P ',/(,‘„%
P:\Pemtit Center\Correction Letters \20080D08 -508 Correction Ltr #1.DOC
wer
Jim Haggerton, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
Building Division Review Memo
Date: December 3, 2008
Project Name: Qwest Re -roof
Permit #: D08 -508
Plan Review: Allen Johannessen, Plans Examiner
Tukwila Building Division
Allen Johannessen, Plan Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and/or other applicable
documentation.
(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. Provide documentation to show the total R -value of the roof insulation upon completion of the re-
roof system. Roof insulation shall be a minimum R -21 per current 2006 Washington State Energy
Code.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
ACTIVITY NUMBER: D08 - 508 DATE: 12 -11 -08
PROJECT NAME: QWEST ROOF
SITE ADDRESS: 6101 S 180 ST
Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
B
Public Works
Complete
Comments:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
• PERMIT MOM COPY.
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Planning Division
Li Structural ❑ Permit Coordinator U
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete n
DUE DATE: 12-16-08
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS R UTING:
Please Route Structural Review Required ❑ No further Review Required ❑
DATE:
DUE DATE: 01 -13-09
Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D08 -508 DATE: 12 -01 -08
PROJECT NAME: QWESTREROOF
SITE ADDRESS: 6101 S 180 ST
X Original Plan Submittal
Response to Correction Letter # Revision # After Permit Issued
Response to Incomplete Letter #
DEPARTMENTS:
B
Complete
Comments:
g Division
Public Works
TUES/THURS ROUTING:
Please Route
Documents/routing stip.doc
2 -28-02
•
PLAN REVIEW /ROUTING SLIP
REVIEWER'S INITIALS:
-3-a 1 I -4 -06
Fire Prev ntion
Structural
Incomplete
Structural Review Required
APPROVALS OR CORRECTIONS:
Approved U Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
DATE:
DATE:
Planning Division
❑ Permit Coordinator
DUE DATE: 12 -02 -08
Not Applicable
; x,a ;' -+-.ia k� K x , ..� r , y M r: �. '
y.ri .
Permit Center Use Only : 7 =;.' . - 1:�k•. .".•• fie: +1Ko I * 1 as t
a::: - ,... •
� ?. + I +. .,
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
DUE DATE: 12 -23 -08
Not Approved (attach comments) 1
Permit Center Use Only
CORRECTION LETTER MAILED: ! L (0
— D
f4Pe• " J'7 • � C y..''.�`r'; �a {; ° Q 1 '' �hx �. �`�.� r:�i''- ' ?•"ti.
Departments issued corrections: Bldglir Fire ❑ Ping ❑ PW ❑ Staff Initials:
4
Dater ( r a-CD D
•
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.
Project Name: QWEST REROOF
Project Address: 6101 S 180 St
Plan Check/Permit Number: D08 -508
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Contact Person: Ge V } �� C Phone Numb € 730 g 70
Summary of Revisit n: 2‘4 AVC.11 ��s
ier90Ae . s 4? Q- Alo
Steven M. Mullet, Mayor
Steve Lancaster, Director
CITY
u tu 1 12008
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on
\applications\forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Name
Role
Effective Date
Expiration Date
MEYER, EUGENE M
Cancel
Date
01/01/1980
Bond
Amount
MEYER, PATRICK M
10
01/01/1980
104329764
HOUSH, RONALD G
AGENT
01/01/1980
Bond
Bond
Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
10
TRAVELERS
CAS a
SURETY CO
104329764
06/13/2004
Until
Cancelled
$12,000.00
06/14/2004
9
COLONIAL
AM CAS tt
SURE CO
08668624
06/12/2003
Until
Cancelled
03/10/2005
$12,000.0002/07
/2005
8
TRAVELERS
CAS It
SURETY CO
08151036168496CM
12/20/2001
Until
Cancelled
06/12/2003
$12,000.0012/31
/2001
7
TRAVELERS
CAS Et
SURETY CO
081S103616849BCM
06/12/200112/20
/2001
$6,000.00
05/04/2001
6
UNITED
U2474501
06/12/1994
Until
06/12/2001
$6,000.00
06/12/1998
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with Lai 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
MEYER BROTHERS
ROOFING INC
2532722361
2301 LINCOLN AVENUE
TACOMA
WA
98421
PIERCE
Business Type CORPORATION
Parent
Company
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Previous
License
Next License
Associated
License
Specialty 1
Specialty 2
600620120
ACTIVE
MEYERBR142LL
CONSTRUCTION
CONTRACTOR
6/13/1986
12/31/2010
METALRN016N6
GENERAL
UNUSED
Business Owner Information
•
•
Bond Information
Page 1 of 2
https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= MEYERBR 142LL
12/17/2008