HomeMy WebLinkAboutPermit D07-309 - CITY OF TUKWILA - MINKLER SHOPS - REROOFMINKLER SHOPS
600 MINKLER BL
D07 -309
Parcel No.: 2523049070
Address: 600 MINKLER BL TUKW
Suite No:
Tenant:
Name: MINKLER SHOPS
Address: 600 MINKLER BL , TUKWILA WA
Cityr'f Tukwila
Contractor:
Name: PACIFIC SHEET METAL & RFG LLC
Address: 111 S SPOKANE ST , SEATTLE WA 98134
Phone:
Contractor License No: PACIFSM974B3
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
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
Owner:
Name: CITY OF TUKWILA
Address: 6200 SOUTHCENTER BLVD , TUKVVILA WA 98188
Phone:
Contact Person:
Name: ROGER RUNNING
Address: 14000 INTERURBAN AV S , TUKWILA WA 98168
Phone: 206 433 -7146
DESCRIPTION OF WORK:
REROOF: REMOVAL OF EXISTING BUILT -UP ROOFING, ROOF INSULATION, EDGE FLASHING, EDGE CANT STROP,
SCUPPERS AND DOWNSPOUTS ON THE ROOF OF BUILDING B, AND THE INSTALLATION OF NEW SBS MODIFIED BITUMEN
ROOF OVER NEW TAPERED COVER BOARD, ROOF INSULATION AND NEW PLYLWOOD SHEATHING. INSTALLATION OF NEW
EDGE FLASHING, GUTTERS AND DOWNSPOUTS.
$87,446.00
DEVELOPMENT PERMIT
Fees Collected: $1,865.40
International Building Code Edition: 2006
Occupancy per IBC:
* *continued on next page **
Permit Number: D07 -309
Issue Date: 04/02/2008
Permit Expires On: 09/29/2008
Expiration Date: 06/23/2009
D07 -309 Printed: 04 -02 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City oiriTukwila
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 Number: D07 -309
Issue Date: 04/02/2008
Permit Expires On: 09/29/2008
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied • whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit.
Signature: . RCLI/711-7/ Date: 9 /0' 6
Print Name:
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.
doc: IBC -10/06
111
Date:
o =+l02--l
D07 -309 Printed: 04 -02 -2008
Parcel No.: 2523049070
Address:
Suite No:
Tenant:
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
600 MINKLER BL TUICW
MINKLER SHOPS
1: ** *BUILDING DEPARTMENT CONDITIONS * **
13: ** *FIRE DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -309
ISSUED
08/16/2007
04/02/2008
2: No changes shall be made to the approved plans unless approved by the design professional m responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431 - 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
6: 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.
7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
8: 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.
9: Manufacturers installation instructions shall be available on the job site at the time of inspection.
10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
obtained at City Hall in the office of the City Clerk.
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431- 3670).
12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
15: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire
D07 -309 Printed: 04 -02 -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
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)
16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond -10/06
* *continued on next page **
D07 -309 Printed: 04 -02 -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: 0t... 11,411711
Print Name: JJ _ 1 t 1Cv 1 nt ri tlJd
doc: Cond -10/06
Date:
D07 - 309 Printed: 04 -02 -2008
King Co Assessor's Tax No.: -.j2- —
Site Address:47 /Zl / &/kk,t J? /1d- /view' ( (A t J1e ft / , 'E5 - Suite Number: Floo
Tenant Name: (/ T �k/tw f / (f , 6/' c. t4I o k.r } New Tenant: 0 .... Ye
Property Owners Name 7 � d1 'k w c fit J
Mailing Address: /yvo c.) _�k/7ca va.IaN
CITY OF TUKWIL.'
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://wwwcitukwila.wa.us
Name: 7'Cm( Qvi-
Mailing Address: / f'oa d
E -Mail Address: P •4
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**
/ti7£rruolltaitn 4t'
Contact Person:
E -Mail Address:
Contractor Registration Number:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contact Person: W 41 a c T v 4 a ./
E -Mail Address: /Um," 6 gtsd h;sok . earns
Q:\Applicationa\Fortna- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
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7t flit
City
Day Telephone: .2 O 6 if 33 7 / `f
State Zip
City
Fax Number: 0 20 C *.. '4
GENERAL CONTRACTOR INFORMATION
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg,5))
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Expiration Date:
Fax Number:
(j CL. .
State
State
State
101-17
r:
gPl‘e
Zip
Zip
ARCHITECT OF RECORD - All plans must be `wet stamped by Architect of Record
City
Day Telephone:
Fax Number:
Zip
Company Name: // 7 Y $Jb G tcr1 fC , AC ti ,r ic'f - s
Mailing Address: -5 /t! t . 4 5- 'S -raee SFs}7 >�G (oc. s 4 9 Pi
City
State Zip
Day Telephone;20 6 - £25 -8 20
2 SaS -8' zf
Page 1 of 6
Valuation of Project (contractor's bid price): $ (Do 00 0 �� .. �� ...._. Existing Building Valuation: $
Scope of Work (please provide detailed information): �Qf Li'� 1 � (Z-19 QAPP-- V'
1 ?CAMS einq'fi/T
Will there be new rack storage? ❑.... Yes
ea
do,
e. ill BuiJdiin2
guare
'
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:
❑ .. No If yes, a separate permit and plan submittal will be required.
Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: Applications \Fonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
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Page2of6
PERMIT APPLICATION NOT ~ ~ -- Applicable to all permits in this
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.
Print Name:
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 I 0 ' AUT O • D AGENT:
Signature:
rww IP- t�N�tr
Mailing Address:
Zip
Date Application Accepted: � i �� 1 47.1._
Date Application Expires: � � Staff Initials:
Q:Wppliations\Fonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
City
Date:
Day Telephone:
State
Page 6 of 6
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Numb :
Valuation of Plumbing work ( contrac ar's bid price): $
Valuation of Gas Piping work (contract • 's bid price): $
Scope of Work (please provide detailed in oration):
Building Use (per Intl Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Indicate type of plumbing fixtures and/or gas piping out
Fixture Type:
Bathtub or combination
bath/shower
Bidet
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Building sewer or trailer
park sewer
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Qty
ix Ty
Drinking fountain o
cooler (per head)
Food -waste gn r,
commercial
Floor drain
Shower, s le head trap
Lavatory
Rain ater system — per
drai = (inside building)
ater
R +air or alteration of water
mg and/or water treating
quipment
Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
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Sewer:
being insta a and the quantity below:
Qty
Fi
Wash fo
Sinks
Urinals
Type
Water Closet
City
Day Telephone:
Fax Number:
Expiration D
am
Receptor, ind - ct
waste
Water heater and/or
vent
Repair or alteration
of drainage or vent
piping
Qty Fixtur
se
inle
State
Gas piping outlets
Zip
Additional medical gas
'nlets/outlets — six or more
dical gas piping system
ng one to five
utlets for specific gas
Qt3
Page 5 of 6
Parcel No.: 2523049070
Address: 600 MINKLER BL TUKW
Suite No:
Applicant: MINKLER SHOPS
Receipt No.: R08 -01010
Initials: JIM Payment Date: 04/02/2008 12:54 PM
User ID: 1165 Balance: $0.00
Payee: PW BUDGET 303.00.594.190.62.60
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Other 401.01
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
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
RECEIPT
Account Code Current Pmts
000/322.100 243.04
000/345.830 157.97
Total: $401.01
Permit Number: D07 -309
Status: APPROVED
Applied Date: 08/16/2007
Issue Date:
Payment Amount: $401.01
0673 04/02 '1710 TOTAL 0.00
doc: Receiot -06 Printed: 04 -02 -2008
Parcel No.: 2523049070 Permit Number: D07 -309
Address: 600 MINKLER BL TUKW Status: PENDING
Suite No: Applied Date: 08/16/2007
Applicant: MINKLER SHOPS Issue Date:
Receipt No.: R07 -01729
Initials: JEM Payment Date: 08/16/2007 02:45 PM
User ID: 1165 Balance: $0.00
Payee: PW ACCT 303.00.594.190.41.60
TRANSACTION LIST:
Type Method Description
Payment Other 1,464.39
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
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
RECEIPT
Payment Amount: $1,464.39
Amount
884.78
575.11
4.50
Total: $1,464.39
162; 08/16 9710 TOTAL. 0.00
doc: Receiot -06 Printed: 08 -16 -2007
Project:
-uti cSher
Type of Inspection:
T i/v9L
Address:
6 oO g/ /44e1e
Date Called:
Special Instructions:
1 .
Date Wanted:
a.m.
Requester:
Phone No'
Q ells
5-
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION g
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
RI
A pproved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
k\oTC: f;(4 . Afi6N of- ht
14.04
'Inspector: j
Date:
�i cXoC� 6/rq
ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Project i p s
C f __
Type (( of Inspection /
oar-
4t-,17
Address:
Cvvv rat,
� ��
r 1 _f v
Date Called:
gide_'4,1
Special Instructions:
O
.
Date Wanted:_ .Z 3
_
c.a -ca.-
p.m.
Requester:
Phone No:
COMMENTS:
n ^ j am , n x / firy
/
� p
N rr kA I . J, J ,1 iTh
gide_'4,1
1
(Inspector(' 0 #/
JDate:
2._ 3-- Os.,
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
El Approved per applicable codes. E1 Corrections required prior to approval.
/
p$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
(Receipt No.:
'Date:
Protect: 'S.
Typ �of Inspe o n:
Ad
C� }� r V �C-� IL Q t
pate Called:
_--
Special Instructions:
7 ,— S P
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Date W5ed: Z2 _
a,�
Requester:
Phone Nqq:
-
iA9
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
o7- 30
PERMIT NO.
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -3670
Approved per applicable codes. a Corrections required prior to approval.
COMMENTS:
4pp J/ (
Inspector
D'JU`
,/J
Date: s 22
ED $58:00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be
_paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
(Receipt No.:
IDate:
COMMENTS:
Type of Inspection:
/ D S`I /f1� t/
Addr ss:
6 /7mi.Jt /P7 e(
Date Called:
Special Instructions:
_
Date Wanted: ra.m1
/9 '" ae p.m.
Requester:
Phone No. iO ' —dell l
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Type of Inspection:
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Addr ss:
6 /7mi.Jt /P7 e(
Date Called:
Special Instructions:
_
Date Wanted: ra.m1
/9 '" ae p.m.
Requester:
Phone No. iO ' —dell l
3�� y 5
Inspector
1 7
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes.
❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
(x.K.44 X,
INSPECTION RECORD
Retain a copy with permit
4
g—
Corrections required prior to approval.
r ate:s-(1- ��
COMMENTS: pit. f A f ) r , 4-1A. I.�_ ('
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Type of Inspection:
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Address:
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Date Called:
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Date Wanted: d
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Requester:
Phone �No : 6r‘.? � o
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D6 7 -56
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 'i
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Approved per applicable codes. ❑ Corrections required prior to approval.
1 tnspecr: (Date: /6 ,
ID $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
COMMENTS:
Type Inspection:_
of /0Qir fh'Jv
Addr ss:
6 �xn/NeLfQ &_
Date Called:
( ..J) Ai
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Requester:
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Type Inspection:_
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Date Called:
Special Instructions:
Date Wanted:
s— ) 5 — O
Requester:
2 b(0
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INSPECTION RECORD
Retain a copy with permit D 7- 3D9
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION g-
6300 Southcenter Blvd., #100, Tukwila, WA 9818$ (206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
(Inspect '
Date:
El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
'Receipt No. :
'Date:
e - ••:". -
13
Project:
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Date Called:
Special Instructions: p
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Date Wanted:
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Requester:
Phone No
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INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
E1 Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
( -- . of 0:1 ( (Le :Ic e f e
r ' AA. d/ ,
'Inspector >
Date:
s - DcV
El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
INSPECTION RECORD
Retain a copy with permit
COMMENTS:
Type o section:
f e - kee
Add ess:
DO /I'� /NKLc/� 6,
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n:n 1� ` 1 i �
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Requester:
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t, 3G P J\ --M C /1(S
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Date Called:
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Special Instructions: _
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Date Wanted: �9
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Requester:
Phone No:
,2 (34 —38o_ o Vl
0 Approved per applicable codes.
Date:
INSPECTION RECORD
Retain a copy with permit
INSPECT NO. PERMIT_NO.
CIIF TUKWILA BUILDING DIVISION ..W
630,0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Corrections required prior to approval.
Inspector: AI (;I_. CC £ / C
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
!Receipt No.:
'Date:
Project:
Ali''►4- if. .Sh
Type of Inspection:
1hc I
Address:
Suite #: ( M,:�lcty 131
Contact Person:
Ra Ye,...,
;
Special Instructions:
Phone No.:
_Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
CITY OF TUKWILA FIRE DEPARTMENT
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
Word /Inspection Record Form.Doc 1/13/06
L:o7- 3oc
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
n Corrections required prior to approval.
COMMENTS:
fi e- g00- , �Y�..; -� ;s1 s X33.,
Inspector:
Date: 6 -1 3 _ og
Hrs.: ,
n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
Project: C,ry 5kap5 Minkletz --
Type of Inspection: / ,4/ 44 I)
Address: 6. DO 441il k /'►2 'Ivt>
Suite #:
Contact Person: rni e ('a p..t
Ac i *!h eel 4,417
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Special Instructions:
Phone No.: Zdla —; —e v.S
Occupancy Type:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits: N &
Occupancy Type:
INSPECTION NUMBER
INSPECTION RECORD -
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
Pot —
z Y Ll n` I/ IA)
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
r Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
211 80 «c ��L @
o (I 1` 00c
Febvii,L
Inspector: t { 57D
Date: ,- I 7 q /o cb
Hrs.:
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Word /Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
P09-3
PROJECT MANUAL
CITY OF TUKWILA
DEPARTMENT OF PUBLIC WORKS
RE -ROOF OF BUILDING B
MINKLER SHOPS
TUKWILA, WA
Prepared by:
Ivary.& Associates, Architects
551 NE 65 Street, Seattle, Washington 98115
RECEIVED
CITY OF TUKWILA
AUG 15 2007
PERMIT CENTER
General Conditions
1.1 Intent of the Contract
The intent of the contract is to prescribe a complete work. Omissions from the contract of details of
work which are necessary to carry out the intent of the contract, or which are customarily performed,
shall not relieve the Contractor from performing the omitted work. The Contractor shall provide all
labor, materials, tools, equipment, transportation, supplies, and incidentals required to complete all
work for the items included in the proposal
1.2 Coordination of Contract Documents, Plans, Special Provisions Specifications and
Addenda
The complete contract includes these parts: the contract form, bidder's completed proposal form,
addendum (if any), contract plans, technical specification, general conditions, supplemental conditions
to the contract, various certifications and affidavits, supplemental agreements, and change orders.
These parts complement each other in describing a complete work. Any requirement in one part binds
as if stated in all parts. The Contractor shall provide any work or materials clearly implied in the
contract even if the contract does not mention it specifically.
Any inconsistency in the parts of the contract shall be resolved by following this order of precedence
(e.g., 1 presiding over 2, 3, 4, 5, 6, and 7; 2 presiding over 3, 4, 5, 6, and 7; and so forth):
1. Change orders (if any),
2. Agreement Form,
3. Addendum (if any),
3. Proposal,
4. Supplemental Conditions to the Contract (if any),
5. Contract Plans,
6. Technical Specifications, and
7. General Conditions,
On the contract plans, working drawings, and standard plans, figured dimensions shall take precedence
over scaled dimensions.
This order of precedence shall not apply when work is required by one part of the contract but omitted
from another part or parts of the contract. The work required in one part must be furnished even if not
mentioned in other parts of the contract.
If any part of the contract requires work that does not include a description for how the work is to be
performed, the work shall be performed in accordance with standard trade practice(s). For purposes of
the contract, a standard trade practice is one having such regularity of observance in the trade as to
justify an expectation that it will be observed by the Contractor in doing the work.
In case of any ambiguity or dispute over interpreting the contract, the Project Manager's decision will
be fmal.
1.3 Changes
GENERAL CONDITIONS
SCOPE OF THE WORK
The Owner may at any time change the work within the general scope of the contract. Among others,
these changes may include:
1. Deleting any part of the work;
2. Increasing or decreasing quantities on unit bid price items;
3. Altering specifications, designs, or both;
4. Revising the way the work is to be done;
5. Adding new work;
6. Altering Owner - provided facilities, equipment, materials, services, or sites; or
7. Ordering the Contractor to speed up or delay the work.
1
General Conditions
The Owner will issue a written change order for any changes. For Item 2, if the actual quantity of any
item increases or decreases by less than 25 percent from the original bid quantity, the unit contract
prices remain unchanged. For all other changes, if the Project Manager determines that the change
increased or decreased the Contractor's costs or time to do any of the work, including unchanged work,
the Project Manager will make an equitable adjustment to the contract. The equitable adjustment will
be by agreement with the Contractor. However, if the parties are unable to agree, the Project Manager
will determine the amount of the equitable adjustment and adjust the time as the Project Manager
deems appropriate. Extensions of time will be evaluated in accordance with Section 5.10, Extensions
of Time,. The Project Manager's decision concerning equitable adjustment and extension of time shall
be final.
The Contractor shall proceed with the work upon receiving:
1. A written change order approved by the owner , or
2. A written field order from the Project Manager before actually receiving the written
change order.
The Contractor shall obtain written consent of the surety or sureties if: (1) changed work increases the
total cost of the project by more than 25 percent of the original total contract price, or (2) the Project
Manager requests such consent.
1.4 Procedure and Protest by the Contractor
If in disagreement with anything required in a change order, another written order, or an oral order
from the Project Manager, including any direction, instruction, interpretation, or determination by the
Project Manager, the Contractor shall:
1. Immediately give a signed written notice of protest to the Project Manager or the
Project Manager's representative before doing the work;
2. Supplement the written protest within 15 calendar days with a written statement
providing the following:
a. The date of the protested order,
b. The nature and circumstances which caused the protest;
c. The contract provisions that support the protest;
d. The estimated dollar cost, if any, of the protested work and how that estimate
was determined; and
e. An analysis of the progress schedule showing the schedule change or
disruption if the Contractor is asserting a schedule change or disruption; and
3. If the protest remains unresolved, the information required above, shall be
supplemented as requested by the Project Manager. In addition, the Contractor shall
provide the Project Manager, before final payment, a written statement of the actual
adjustment requested.
Throughout any protested work, the Contractor shall keep complete records of extra costs and time
incurred. The Contractor shall permit the Project Manager access to these and any other records needed
for evaluating the protest as determined by the Project Manager.
The Project Manager will evaluate all protests provided the procedures in this section are followed. If
the Project Manager determines that a protest is valid, the Project Manager will adjust payment for
work or time by an equitable adjustment. Extensions of time will be evaluated in accordance with
Section 5.10, Extensions of Time,. No adjustment will be made for an invalid protest.
In spite of any protest, the Contractor shall proceed promptly with the work as the Project Manager
orders.
The Contractor accepts all requirements of a change order by: (1) endorsing it, (2) writing a separate
acceptance, or (3) not protesting in the way this section provides. A change order that is not protested
as provided in this section shall be full payment and final settlement of all claims for contract time and
for all costs of any kind, including costs of delays, related to any work either covered or affected by the
change.
By not protesting as this section provides, the Contractor also waives any additional entitlement and
accepts from the Project Manager any written or oral order (including directions, instructions,
interpretations, and determinations).
2
General Conditions
By failing to follow the procedures of this section and Section 6.4, Disputes and Claims„ the
Contractor completely waives any claims for protested work.
1.5 Differing Site Conditions (Changed or Unforeseen Conditions)
The Contractor shall promptly, and before such conditions are disturbed, notify the Project Manager in
writing of: (1) pre - existing subsurface or latent physical conditions at the site differing materially from
those indicated in this contract, or (2) pre - existing unknown physical conditions at the site, of an
unusual nature, differing materially from those ordinarily encountered and generally recognized as
varying in work from the character provided for in this contract. The Project Manager will promptly
investigate the conditions. If the Project Manager finds that conditions are materially different and
cause a material increase or decrease in the Contractor's cost of, or the time required for, performance
of any part of the work under this contract whether or not changed as a result of such conditions, the
Project Manager will make an equitable adjustment in the payment or the time required for the
performance of the work. Extensions of time will be evaluated in accordance with Section 5.10,
Extensions of Time,. The equitable adjustment will be by agreement with the Contractor. However, if
the parties are unable to agree, the Project Manager will determine the amount of the equitable
adjustment. If the Project Manager determines that differing site conditions do not exist and no
adjustment in costs or time is warranted, such determination shall be final.
No claim of the Contractor, under this clause, shall be allowed unless the Contractor has given the
notice required above; provided, however, the time for giving notice will be extended by the Project
Manager for good cause shown. The time for giving notice will not be extended beyond the time that
the Contractor knew or should have known of the existence of the differing site condition. If there is a
decrease in the costs or time required to perform the work, failure of the Contractor to notify the
Project Manager of the differing site condition shall not affect the Owner's right to make an adjustment
in the costs or time.
Additionally, no claim by the Contractor shall be allowed unless the Contractor has followed the
procedures provided in Sections 1.4, Procedure and Protest, by the Contractor, and 6.4, Disputes and
Claims,.
1.6 Progress Estimates and Payments
Project Manager- issued or accepted progress estimates or payments for any part of the work shall not
be used as evidence of performance or quantities. Progress estimates serve only as basis for partial
payments. The Project Manager may revise progress estimates any time before final acceptance. If the
Project Manager deems it proper to do so, changes may be made in progress estimates and in the final
estimate. Payments are subject to retainage, see section 6.3.2.Retainage.
1.7 Final Cleanup
The Contractor shall perform fmal cleanup as provided in this section to the Project Manger's
satisfaction. The Project Manager will not establish the physical completion date until this is done. All
areas impacted by the Contractor's work shall be left neat and presentable.
2. CONTROL OF WORK
2.1 Authority of the Project Manager
The Project Manager shall be satisfied that all the work is being done in accordance with the
requirements of the contract. The contract and specifications give the Project Manager authority over
the work. Whenever it is so provided in this contract, the decision of the Project Manager shall be
final: provided, however, that if an action is brought within the time allowed in this contract
challenging the Project Manager's decision, that decision shall be subject to the procedures for protest
and resolution provided in this contract, and of judicial review provided in such cases under
Washington case law.
3
General Conditions
The Project Manager's decisions will be fmal on all questions including, but not limited to the
following:
1. Quality and acceptability of materials and work,
2. Measurement of unit price work,
3. Acceptability of rates of progress on the work,
4. Interpretation of plans and specifications,
5. Determination as to the existence of changed or differing site conditions,
6. Fulfillment of the contract by the Contractor,
7. Payments under the contract including equitable adjustment,
8. Suspension(s) of work,
9. Termination of the contract for default or public convenience,
10. Determination as to unworkable days, and
11. Approval of working drawings.
If the Contractor fails to respond promptly to the requirements of the contract or orders from the
Project Manager:
1. The Project t Manager may use Owner's resources, other contractors, or other means to
accomplish the work, and
2. The Owner will not be obligated to pay the Contractor, and will deduct from the
Contractor's payments any costs that result when any other means are used to carry out the
contract requirements or Project Manager's orders.
At the Contractor's risk, the Project Manager may suspend all or part of the work if:
1. The Contractor fails to fulfill contract terms, to carry out the Project Manager's orders, or
to correct unsafe conditions of any nature;
2. The weather or other conditions are unsuitable; or
3. It is in the public interest.
Nothing in these Specifications or in the contract requires the Project Manager to provide the
Contractor with direction or advice on how to do the work. If the Project Manager approves or
recommends any method or manner for doing the work or producing materials, the approval or
recommendation shall not:
1. Guarantee that following the method or manner will result in compliance with the contract,
2. Relieve the Contractor of any risks or obligations under the contract, or
3. Create any Owner liability.
2.2 Authority of Assistants and Inspectors
The Project Manager may appoint assistants and inspectors to assist in determining that the work and
materials meet the contract requirements. Assistants and inspectors have the authority to reject
defective material and suspend work that is being done improperly, subject to the fmal decisions of the
Project Manager.
Assistants and inspectors are not authorized to accept work, to accept materials, to issue instructions,
or to give advice that is contrary to the contract. Work done or material furnished which does not meet
the contract requirements shall be at the Contractor's risk and shall not be a basis for a claim even if
the inspectors or assistants purport to change the contract.
Assistants and inspectors may advise the Contractor of any faulty work or materials or infringements
of the terms of the contract; however, failure of the Project Manager or the assistants or inspectors to
advise the Contractor does not constitute acceptance or approval.
2.3 Superintendents, Labor, and Equipment of Contractor
At all times, the Contractor shall keep at the work site a set of the plans, specifications, special
provisions, and addenda. The Contractor shall devote the attention required to make reasonable
progress on the work and shall cooperate fully with the Project Manager and inspectors.
Either the Contractor in person or an authorized representative shall remain on site whenever the work
is underway. Before the work begins, the Contractor shall name in writing an experienced
superintendent who understands the contract and is able to supervise the work. This superintendent
shall have full authority to represent and act for the Contractor. Any superintendent who repeatedly
4
General Conditions
fails to follow the Project Manager's written or oral orders, directions, instructions, or determinations,
shall be subject to removal from the project. Upon the written request of the Project Manager, the
Contractor shall immediately remove such superintendent and name a replacement in writing.
Competent supervisors experienced in the task being performed shall continuously oversee the contract
work. At the Project Manager's written request, the Contractor shall immediately remove and replace
any incompetent, careless, or negligent employee.
Noncompliance with the Project Manager's request to remove and replace personnel at any level shall
be grounds for terminating the contract under the terms of Section 5.11, Termination of Contract.
The Contractor shall keep all machinery and equipment in good, workable condition. It shall be
adequate for its purpose and used by competent operators.
2.4 Cooperation With Other Contractors
No other construction work is anticipated to occur during this construction project.
2.5 Method of Serving Notices
Any written notice to the Contractor required under these Specifications may be served on the
Contractor either personally or by mailing or by delivery to the last post office address known by the
Project Manager.
All correspondence from the Contractor shall be directed to the Project Manager.
2.6 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee of the Owner , either before or
after execution of the contract, shall affect or modify any of the teens or obligations contained in any
of the documents comprising the contract. Such oral agreement or conversation shall be considered as
unofficial information and in no way binding upon the Owner , unless subsequently put in writing and
approved by Project Manager.
2.7 Technical Specification, Plans and Working Drawings
Any proposed alterations by the Contractor affecting the requirements and information in the contract
technical specification or plans shall be in writing and will require approval of the Project Manager.
To detail and illustrate the work, the Project Manager may furnish to the Contractor additional plans
and explanations consistent with the original plans. The Contractor shall perform the work according
to these additional plans and explanations.
The Contractor shall submit supplemental working drawings as required for the performance of the
work. The drawings shall be on sheets measuring 24 by 36 inches, 11 by 17 inches, or on sheets with
dimensions in multiples of 8.5 by 11 inches. The drawings shall be provided far enough in advance of
actual need to allow for the review process by the Owner or other governmental agencies. This may
involve resubmittals because of revisions or rejections. Unless otherwise stated in the contract, the
Project Manager will require up to 14 calendar days from the date the submittals or resubmittals are
received until they are sent to the Contractor. This time will increase if the drawings submitted do not
meet the contract requirements or contain insufficient details.
If more than 14 calendar days are required for the Project Manager's review of any individual
submittal or resubmittal, an extension of time will be considered in accordance with Section 5.10,
Extensions of Time,.
The Contractor shall obtain the Project Manager's written approval of the drawings before proceeding
with the work they represent. This approval shall neither confer upon the Owner nor relieve the
Contractor of any responsibility for the accuracy of the drawings or their conformity with the contract.
The Contractor shall bear all risk and all costs of any work delays caused by nonapproval of these
drawings or plans. A cost associated with working drawings are to be included in the Contractor's bid.
2.8 Inspection of Work and Materials
5
General Conditions
The Project Manager may inspect all work and materials for conformity with contract terms. To
ensure the Project Manager's safety and access during these inspections, the Contractor shall provide
any equipment needed, such as walkways, railings, ladders, platforms, etc.
When the Project Manager requests, the Contractor shall (without charge) provide samples of materials
used or to be used in the work. The Project Manager may order the Contractor to remove and replace,
and bear the cost of doing so, any materials used that do not conform with the contract requirements.
Any inspections, tests, measurements, or other actions by Owner employees or its representatives serve
only one purpose: to assure the Project Manager that work, materials, progress rate, and quantities
comply with contract terms. Such work by Owner employees shall not relieve the Contractor from
doing any contract - assigned work or from determining whether contract requirements are being met.
The Contractor shall correct any substandard work or materials. The Project Manager will reject
unsuitable work or materials even though inspected or paid for in a progress estimate. If the Project
Manager requests, the Contractor shall remove or uncover any area of the completed work. After the
Project Manager inspects it, the Contractor shall restore the area to the standard the contract requires.
The Contractor shall bear the cost of uncovering, removing, and restoring the exposed work: (a) if it
proves unacceptable, or (b) if it was placed without authority or without due notice to the Project
Manager. The Owner will pay these costs by agreed price or by force account if the work proves to be
acceptable and the Contractor had performed the original work with the authority of and due notice to
the Project Manager.
2..9 Defective and Unauthorized Work
The Owner will not pay for unauthorized or defective work. Unauthorized or defective work includes:
work and materials that do not conform to contract requirements; work done beyond the project limits
set by the plans or the Project Manager; and extra work and materials furnished without the Project
Manager's written approval. At the Project Manager's order, the Contractor shall immediately remedy,
remove, replace, or dispose of unauthorized or defective work or materials and bear all costs of doing
so.
If the Contractor fails to remedy defective or unauthorized work within the time specified in a written
notice from the Project Manager, or fails to perform any part of the Work required by the Contract
Documents, the Project Manager may correct and remedy such work as may be identified in the
written notice, by such means as the Project Manager may deem necessary, including the use of Owner
forces.
If the Contractor fails to comply with a written order to remedy what the Project Manager determines
to be an emergency situation, the Project Manager may have the defective and unauthorized Work
corrected immediately, have the rejected Work removed and replaced, or have Work the Contractor
refuses to perform completed by using Owner or other forces. An emergency situation is any situation
which, in the opinion of the Project Manager, a delay in its remedy could be potentially unsafe, or
might cause serious risk of loss or damage to the public.
Direct or indirect costs incurred by the Owner attributable to correcting and remedying defective or
unauthorized Work, or Work the Contractor failed or refused to perform, shall be paid by the
Contractor. Payment will be deducted by the Project Manager from monies due, or to become due, the
Contractor. Such direct and indirect costs shall include in particular, but without limitation,
compensation for additional professional services required, and costs for repair and replacement of
work of others destroyed or damaged by correction, removal, or replacement of the Contractor's
unauthorized work.
No adjustment in contract time or compensation will be allowed because of the delay in the
performance of the Work attributable to the exercise of the Owner's rights provided by this Section nor
shall the exercise of this right diminish the Owner's right to pursue any other avenue for additional
remedy or damages with respect to the Contractor's failure to perform the Work as required.
2.10 Guarantees
The Contractor shall furnish to the Owner any guarantee or warranty furnished as a normal trade
practice in connection with the purchase of any equipment, materials, or items used in the construction
of the project.
6
General Conditions
The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or
incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the
right of persons furnishing materials or labor, to recover under any bond given by the Contractor for
their protection, or any rights under any law permitting such persons to look to funds due the
Contractor in the hands of the Owner .
All materials and workmanship shall have a minimum one year guarantee from the date of substantial
completion. When stated in the contract documents certain elements of work shall carry a longer and
more stringent guarantee.
The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice
of its provisions shall be given to all persons furnishing materials for the Work when no formal
contract is entered into for such materials.
2.11 Final Inspection
When the Contractor considers the work to be substantially complete, the Contractor shall so notify the
Project Manager and request the Project Manager establish the Substantial Completion Date. To be
considered substantially complete the following conditions must be met:
1. The Owner must have full and unrestricted use and benefit of the facilities, both from the
operational and safety standpoint.
2. Only minor incidental work, replacement of temporary substitute facilities, or correction or
repair work remains to reach physical completion of the work.
The Contractor's request shall list the specific items of work in subparagraph two above that remains
to be completed in order to reach physical completion. The Project Manager may also establish the
Substantial Completion Date unilaterally.
If, after this inspection, the Project Manager concurs with the Contractor that the Work is substantially
complete and ready for its intended use, the Project Manager, by written notice to the Contractor, will
set the Substantial Completion Date. If, after this inspection the Project Manager does not consider the
Work substantially complete and ready for its intended use, the Project Manager will, by written
notice, so notify the Contractor giving the reasons therefor.
Upon receipt of written notice concurring in or denying substantial completion, whichever is
applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption,
the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the
Project Manager with a revised schedule indicating when the Contractor expects to reach substantial
and physical completion of the work.
The above process shall be repeated until the Project Manager establishes the Substantial Completion
Date and the Contractor considers the work physically complete and ready for Final Inspection.
2.12 Final Acceptance
The Contractor must perform all the obligations under the Contract before the Completion Date can be
established. A Certificate of Completion for the Work issued by the Owner will establish the
Completion Date and certify the Work as complete. The Final Contract Price may then be calculated.
The following must occur before the Completion Date can be established and the Final Contract Price
calculated:
1. The physical work on the project must be complete.
2. The Contractor must furnish all documentation required by the Contract and required by law,
necessary to allow the Owner to certify the Contract as complete.
A Certificate of Completion for the Work, signed by the Owner , will constitute acceptance of the
Work. The issuance of this Certificate of Completion will not constitute acceptance of unauthorized or
defective work or material.
Failure of the Contractor to perform all of the Contractor's obligations under the Contract shall not bar
the owner from unilaterally certifying the Contract complete so the Project Manager may calculate a
Final Contract Price.
3. CONTROL OF MATERIAL
7
General Conditions
3.1 Source of Supply and Quality of Materials
All equipment, materials, and articles incorporated into the permanent work:
1. Shall be new, unless the special provisions or technical specifications permit otherwise;
2. Shall meet the requirements of the contract and be approved by the Project Manager;
.3. May be inspected or tested at any time during their preparation and use; and
4. Shall not be used in the work if they become unfit after being previously approved.
3.2 Handling and Storing Materials
In storage and handling, the Contractor shall protect materials against damage from
careless handling, from exposure to weather, from mixture with foreign matter, and from
all other causes. The Project Manager will reject and refuse to test materials improperly
handled or stored.
The Contractor shall repair, replace, or make good all Owner- provided materials that are
damaged or lost due to the Contractor's operation or while in the Contractor's possession,
at no expense to the Owner.
4. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
4.1 Laws to be Observed
The Contractor shall always comply with all Federal, State, or local laws, ordinances, and
regulations that affect work under the contract. The Contractor shall indemnify, defend,
and save harmless the Owner (including any agents, officers, and employees) against any
claims that may arise because the Contractor (or any employee of the Contractor or
subcontractor or material- person) violated a legal requirement.
The Contractor shall be responsible for the safety of his/her workers and shall comply
with safety and health standards such as Safety Standards for Construction Work
(Chapter 296 -155 WAC), General Safety and Health Standards (Chapter 296 -24 WAC),
General Occupational Health Standard (Chapter 296-62 WAC), and any other appropriate
safety.
Without usurping the authority of other agencies, the Owner will cooperate with them in their efforts to
enforce legal requirements. On noticing any violation of a legal requirement, the Project Manager will
notify the Contractor in an effort to achieve voluntary compliance. The Project Manager may also
notify the agency responsible for enforcement if the Project Manager deems that action necessary to
achieve compliance with legal requirements. The Project Manager will also help the enforcing agency
obtain Contractor compliance to the extent such help is consistent with the provisions of the contract.
The Owner will not adjust payment to compensate the Contractor for changes in legal requirements
unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW
39.04.120, the Owner will compensate the Contractor by negotiated change order.
Under certain conditions, the Owner will adjust payment to compensate for tax changes. First, the
changes shall involve federal or state taxes on materials or fuel used in or consumed for the project.
Second, the changes shall increase or decrease Contractor -paid taxes by more than $500. For items in
the original contract, the tax change must occur after the bid opening date. For negotiated contracts or
items in a supplemental agreement, the tax change must take place after the execution date of the
contract or agreement. Within these conditions, the Owner will adjust compensation by the actual
dollar amounts of increase or decrease caused by the tax changes. If the Project Manager requests it,
the Contractor shall certify in writing that the contract price does not include any extra amount to cover
a possible change in taxes.
The Owner may audit the records of the Contractor, to verify any claim for compensation because of
changes in laws or taxes.
In cases of conflict between different safety regulations, the more stringent regulation shall apply.
8
General Conditions
The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington Industrial
Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the Project Site office, or other well known place at the Project Site,
all articles necessary for providing fast aid to the injured. The Contractor shall establish, publish, and
make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's
care, persons, including employees, who may have been injured on the Project Site. Employees should
not be permitted to work on the Project Site before the Contractor has established and made known
procedures for removal of injured persons to a hospital or a doctor's care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the
Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure,
or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible
for the conditions of the Project Site, including safety for all persons and property in the performance
of the work. This requirement shall apply continuously, and not be limited to normal working hours.
The required or implied duty of the Project Manager to conduct construction review of the
Contractor's performance does not, and shall not, be intended to include review and adequacy of the
Contractor's safety measures in, on, or near the Project Site.
4.2 State Taxes
The Contractor shall include all Contractor -paid taxes for purchases of materials, equipment, and
supplies used or consumed in doing the work in the unit bid prices. State Sales tax shall not be
included in the Base Bid Amounts. The State Sales tax shall be identified as a separate line item on all
invoice by the Contractor. The Contractor shall be responsible to collect and pay for all taxes that
apply to the Contractors work on this proejct.
4.3 Sanitation
The Contractor shall provide employees with all accommodations required by the State Department of
Social and Health Services and other agencies. These accommodations shall be kept clean, neat, and
sanitized, and shall not create any public nuisance. The use of Owner facilities is not allowed unless
specifically called out for in the specifications or plans.
4.4 Permits and Licenses
The Owner shall pay for all building permits and fees from City agencies relating to the installation of
new roof. The Contractor shall obtain and pay for all other permits required for the project.
4.5 General
This contract is subject to the minimum wage requirements of RCW 39.12 and to RCW 49.28 (as
amended or supplemented)
:4.6 Posting Notices
Posting of labor wage rates is required for this project.
4.7 Apprentices
This project does not require the use of a apprenticeship training program for workers to be utilized .
4.8 Disputes
The Contractor shall be responsible to resolve any dispute payment to contractor's employees,
subcontractors, or persons supplying labor, material or equipment. .
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General Conditions
4.9 Required Documents
The Contractor shall be responsible for filing all required documents relating to wages paid to
employees, subcontractors, or material/equipment suppliers as required by governing agencies.
4.10Audits
The Owner may inspect or audit the Contractor's wage and payroll records.
4.11 Worker's Benefits
The Contractor shall make all payments required for unemployment compensation under Title 50
RCW and for industrial insurance and medical aid required under Title 51 RCW If legal action is
instituted to determine the validity of the claim prior to the expiration of the 15 -day period, the Owner
will hold the funds until determination of the action or written settlement agreement of the appropriate
parties.
4.12 Equal Employment Opportunity Responsibilities
The Contractor shall comply with all State laws and regulations which are in effect pertaining to
nondiscrimination.
4.13 Contractor's Responsibility for Work
All work and material for the contract, including any change order work, shall be at the sole risk of the
Contractor until the entire improvement has been completed as determined by the Project Manager,
except as provided in this section.
The Contractor shall rebuild, repair, restore, and make good all damages to any portion of the
permanent or temporary work occurring before the physical completion date and shall bear all the
expense to do so, except damage to the permanent work caused by: (a) acts of God, such as
earthquake, floods, or other cataclysmic phenomenon of nature, or (b) acts of the public enemy or of
governmental authorities; Provided, however, that these exceptions shall not apply should damages
result from the Contractor's failure to take reasonable precautions or to exercise sound Project
Managing and construction practices in conducting the work. If the performance of the work is delayed
as a result of damage by others, an extension of time will be evaluated in accordance with Section
5.10, Extensions of Time,.
Nothing contained in this section shall be construed as relieving the Contractor of responsibility for, or
damage resulting from, the Contractor's operations or negligence, nor shall the Contractor be relieved
from full responsibility for making good any defective work or materials.
4.14 Responsibility for Damage
The Owner, and all officers and employees of the Owner t, will not be responsible in any manner: for
any loss or damage that may happen to the work or any part; for any loss of material or damage to any
of the materials or other things used or employed in the performance of work; for injury to or death of
any persons, either workers or the public; or for damage to the public for any cause which might have
been prevented by the Contractor, or the workers, or anyone employed by the Contractor.
The Contractor shall be responsible for any liability imposed by law for injuries to, or the death of, any
persons or damages to property resulting from any cause whatsoever during the performance of the
work, or before final acceptance.
Subject to the limitations in this section, the Contractor shall indemnify, defend, and save harmless the
Owner, and all officers and employees and project representative of the Owner from all claims, suits,
or actions brought for injuries to, or death of, any persons or damages resulting from construction of
the work or in consequence of any negligence regarding the work, the use of any improper materials in
the work, caused in whole or in part by any act or omission by the Contractor or the agents or
employees of the Contractor during performance or at any time before final acceptance. In addition to
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General Conditions
any remedy authorized by law, the Owner may retain so much of the money due the Contractor as
deemed necessary by the Project Manager to ensure indemnification until disposition has been made of
such suits or claims.
The Contractor will not be required to indemnify, defend, or save harmless the indemnitee as provided
in the preceding paragraphs of this section if the claim, suit, or action for injuries, death, or damages is
caused by the sole negligence of the indemnitee. Where such claims, suits, or actions result from the
concurrent negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the
Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding
paragraphs of this section shall be valid and enforceable only to the extent of the Contractor's
negligence or the negligence of its agents and employees.
The Contractor shall bear sole responsibility for damage to completed portions of the project and to
property located off the project caused by erosion, siltation, run -off, or other related items during the
construction of the project. The Contractor shall also bear sole responsibility for any pollution of
rivers, streams, ground water, or other waters which may occur as a result of construction operations.
4.15 Underground Utilities
Pursuant to RCW 19.122, an act relating to underground utilities and prescribing penalties, the
Contractor shall:
1. Call the utilities underground location center for field location of the utilities; and
2. Not begin excavation until all known underground facilities in the vicinity of the proposed
excavation have been located and marked.
Location and dimensions shown on the Plans for existing facilities are in accordance with available
information without uncovering, measuring, or other verification. If a utility is known or suspected of
having underground facilities within the area of the proposed excavation, and that utility is not a
subscriber to the utilities underground location center then the Contractor shall give individual notice
to that utility.
4.16 Public Liability and Property Damage Insurance
4.16.1 General
The Contractor shall obtain and maintain in full force and effect, from the Award Date to the
Completion Date, public liability and property damage insurance with insurance companies or through
sources approved by the State Insurance Commissioner pursuant to Title 48 RCW.
When the Contractor delivers the executed Contract for the Work to the Owner it shall be accompanied
by a Certificate of Insurance (or a Certificate and a Binder) for a primary policy of Comprehensive
General Liability insurance meeting the requirements set forth hereinafter. The insurance policy
provided must be on a per occurrence basis; no claims made policy will be accepted. The insurance
provided must be with an insurance company with a Best rating of B +7 or equivalent. The Owner
reserves the right to approve the security of the insurance provided, the company, terms and coverage,
and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the
Contract with these requirements will be considered a material breach of contract and shall be cause
for immediate termination of the Contract at the option of the Owner .
The policy of insurance shall specifically name Owner and any other entity specifically required by the
Contract Provisions as an additional insured. The Owner shall be given 20 days prior written notice of
any cancellation, reduction or modification of the insurance.
The Contract shall not be executed until the required insurance has been obtained and approved by the
Owner. Insurance shall provide coverage to the Contractor, all subcontractors, and the Owner . The
coverage shall protect against claims for personal injuries, including accidental death, as well as claims
for property damages which may arise from any act or omission of the Contractor or the subcontractor,
or by anyone directly or indirectly employed by either of them.
Upon request, the Contractor shall forward to the Owner the original policy, or endorsement obtained,
to a Contractor's policy currently in force
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General Conditions
4.16.2 Coverages
The insurance shall provide the minimum coverages set forth below:
Type of Insurance
Required Coverage
Manufacturer's and Contractor's
(Bodily Injury)
Manufacturer's and Contractor's
incl. Completed Operations
(Property Damage)
Owner's and Contractor's Protective
(Bodily Injury)
Owner's and Contractor's Protective
(Property Damage)
Blanket Contractual
(Bodily Injury)
Blanket Contractual
(Property Damage)
Comprehensive General
(Bodily Injury)
Comprehensive General
(Property Damage)
Automobile
(Bodily Injury)
Builder's Risk All Risk Coverage
Automobile
(Property Damage)
Explosion, blasting, collapse, and
destruction of underground utilities
(X.C.U.)
$500,00 Each Person
$1,000,000 Each Occurrence
$500,000 Each Person
$1,000,000 Aggregate
$500,000 Each Person
$1,000,000 Each Occurrence
$500,000 Each Person
$1,000,000 Aggregate
$500,000 Each Person
$1,000,000 Each Occurrence
$500,000 Each Person
$1,000,000 Aggregate
$500,000 Each Person
$1,000,000 Each Occurrence
$500,000 Each Occurrence
$1,000,000 Aggregate Operations
$1,000,000 Aggregate Protective
$1,000,000 Aggregate Products
$1,000,000 Aggregate Contractual
$500,000 Each Person
$1,000,000 Each Occurrence
$ 1,000,000 Each Occurrence
$500,000 Each Occurrence
$1,000,000 Each Occurrence
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General Conditions
4.16.3 Limits
Providing coverage in these stated amounts shall not be construed to relieve the Contractor from
liability in excess of such limits.
4.16.4 Evidence of Insurance
The Contractor shall provide evidence of insurance by one of the following methods:
1. A Certificate of Insurance may be submitted which conforms to the following
requirements:
a. Names the Owner and Consultant as an additional insured;
b. Contains the appropriate amount and types of coverages which are specified by
the Contract;
c. Does not contain the following or similar wording: "This Certificate is issued as a
matter of information only and confers no rights upon the Certificate holder";
d. Provides for cancellation notice to the Owner of at least 20 days;
e. Does not contain the following or similar wording regarding cancellation
notification to the Owner: "Failure to mail such notice shall impose no obligation or
liability of any kind upon the company."
2. A completed Accord form #25 (or equivalent) may be submitted which conforms to the
following requirements:
a. The wording at the top of the form, "This Certificate is issued as a matter of
information only and confers no rights upon the Certificate holder," must be deleted
in its entirety;
b. The wording at the bottom of the Accord form, "Should any of the above
described policies be canceled before the expiration date thereof, the issuing
company will endeavor to mail days written notice to the below named Certificate
holder, but failure to mail such notice shall impose no obligation or liability of any
kind upon the company," shall be changed to read "Should any of the above
described policies be canceled or reduced as to coverage before the expiration date
thereof, the issuing company will mail 20 days prior written notice to the Certificate
holder, the named additional insured, by certified mail";
c. Owner is named as an additional insured;
d. The appropriate amount and types of coverages specified in the Contract are
contained therein.
e. Any wording crossed out must be initialed by the agent/broker.
3. A completed Accord form #25 may be submitted without the changes described in (2)(a)
above if the Accord form is accompanied by a completed Endorsement naming the Owner as
an additional insured and containing the insured's name and policy number, and signed by a
duly authorized agent/broker. The changes described in (2Xb) above must be made on the
Certificate of Insurance. Any wording crossed out must be initialed by the agent/broker.
4. A completed Accord form #25 (or equivalent) may be submitted without the changes
described in (2)(a) above if it is accompanied by an Insurance Binder (Accord #75, or
equivalent) indicating that the Endorsement naming the as an additional insured is bound with
the Certificate of Insurance (Accord #25). The Contractor must submit the Endorsement prior
to the expiration of the Insurance Binder. Failure to replace a Binder which has expired may
result in a material breach of the Contract and the Owner , at its option, may stop all work.
The changes described in (2)(b) above must be made on the Certificate of Insurance and any
wording crossed out must be initialed by the agent/broker.
5. A certified copy of the insurance policy may be submitted which shall name Owner as an
Additional Insured
4.16.5 Gratuities
The Contractor shall not extend any loan, gratuity, or gift of money in any form whatsoever to any
employee or officer of the Owner ; nor will the Contractor rent or purchase any equipment or materials
from any employee or officer of the Owner.
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General Conditions
4.16.6 Patented Devices, Materials, and Processes
The Contractor shall assume all costs arising from the use of patented devices, materials, or processes
used on or incorporated in the work, and agrees to indemnify, defend, and save harmless the Owner, ,
and their duly authorized agents and employees from all actions of any nature for, or on account of the
use of any patented devices, materials, or processes.
4.16.7 Personal Liability of Public Officers
Neither Project Manager, nor any other officer or employee of the Owner shall be personally liable for
any acts or failure to act in connection with the contract, it being understood that in such matters, they
are acting solely as agents of the Owner.
4.16.8 No Waiver of Owner's Legal Rights
The Owner shall not be precluded or stopped by any measurement, estimate, or, certificate made either
before or after the completion and acceptance of the work and payment therefor from showing the true
amount and character of the work performed and materials furnished by the Contractor, or from
showing that any such measurement, estimate, or certificate is untrue or incorrectly made, or that the
work or materials do not conform in fact to the contract. The Owner shall not be precluded or stopped,
notwithstanding any such measurement, estimate, or certificate, and payment in accordance therewith,
from recovering from the Contractor and the Sureties such damages as it may sustain by reason of the
Contractor's failure to comply with the terms of the contract. Neither the acceptance by the Owner ,
nor any payment for the whole or any part of the work, nor any extension of time, nor any possession
taken by the State shall operate as a waiver of any portion of the contract or of any power herein
reserved or any right to damages herein provided, or bar recovery of any money wrongfully or
erroneously paid to the Contractor. A waiver of any breach of the contract shall not be held to be a
waiver of any other or subsequent breach.
5. PROSECUTION AND PROGRESS
5.1 Pre - construction Conference
The Project Manager will furnish the Contractor with up to 7 copies of the Contract Documents.
Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking
each part of the Work the Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures shown therein and all applicable field measurements. The Contractor
shall promptly report in writing to the Engineer any conflict, error or discrepancy which the Contractor
may discover.
After the Contract has been executed, but prior to the Contractor beginning the Work, a pre -
construction conference will be held between the Contractor, the Project Manager and such other
interested parties as may be invited. The purpose of the pre - construction conference will be:
1. To review the initial progress schedule;
2. To establish a working understanding among the various parties associated or affected by
the Work;
3. To establish and review procedures for progress payment, notifications, approvals,
submittals, etc.;
4. To establish normal working hours for the Work;
5. To review safety standards and traffic control; and
6. To discuss such other related items as may be pertinent to the Work.
The Contractor shall prepare and submit at the pre - construction meeting the following:
1. A schedule of values showing a breakdown of all lump sum items;
2. A preliminary schedule of required submittals;
3. A list of material sources for approval if applicable; and
4. A project schedule.
5. A list of all major subcontractors to be used on the project
5.2 Subcontracting
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General Conditions
If the Project Manager requests, the Contractor shall provide proof that the subcontractor has the
experience, ability, and equipment the work requires. The Contractor shall require each subcontractor
to comply with Section 4.5, Wages.
Submission of the list of Subcontractors shall not:
1. Relieve the Contractor of any responsibility to coordinate all of the work under the
contract,
2. Relieve the Contractor of any responsibility to carry out the contract,
3. Relieve the Contractor of any obligations or liability under the contract and the
Contractor's bond,
4. Create any contract between the Owner and the subcontractor, or
5. Convey to the subcontractor any rights against the Owner .
The Owner will not consider as subcontracting: (1) purchase of sand, gravel, crushed stone, crushed
slag, batched concrete aggregates, ready mix concrete, off -site fabricated structural steel, other off -site
fabricated items, and any other materials supplied by established and recognized commercial plants; or
(2) delivery of these materials to the work site in vehicles owned or operated by such plants or by
recognized independent or commercial hauling companies. However, the Washington State
Department of Labor and Industries may determine that RCW 39.12 applies to the employees of such
firms identified in 1 and 2 above in accordance with WAC 296 -127. If this should occur, the
provisions of Section 4.5, Wages, as modified or supplemented, shall apply.
If dissatisfied with any part of the subcontracted work, the Project Manager may request in writing that
the subcontractor be removed. The Contractor shall comply with this request at once and shall not
employ the subcontractor for any further work under the contract.
5.3 Hours of Work
Except in the case of emergency or unless otherwise approved by the Owner , the normal straight time
working hours for the contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m.
of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight
time 8 -hour working period for the contract shall be established at the pre - construction conference or
prior to the Contractor commencing the Work.
If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after
6:00 p.m. on any day, the Contractor shall apply in writing to the Project Manager for permission to
work such times. Permission to work longer than an 8 -hour period between 7:00 a.m. and 6:00 p.m. is
not required. Such requests shall be submitted to the Project Manager no later than noon on the
working day prior to the day for which the Contractor is requesting permission to work.
Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the
hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control
requirements. Approval to continue work during these hours may be revoked at any time the
Contractor exceeds the County's noise control regulations or complaints are received from the public
or adjoining property owners regarding the noise from the Contractor's operations. The Contractor
shall have no claim for damages or delays should such permission be revoked for these reasons.
Permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time
working hours Monday through Friday may be given subject to certain other conditions set forth by the
County, the Owner or Project Manager. These conditions may include but are not limited to requiring
the Project Manager or such assistants as the Project Manager may deem necessary to be present
during the Work.
5.4 Assignment
The Contractor shall not assign all or any part of the work unless the Project Manager approves in
writing. The Project Manager will not approve any proposed assignment that would relieve the
original Contractor or Surety of responsibility under the contract. Money due (or that will become
due) to the Contractor may be assigned. If given written notice, the Owner will honor such an
assignment to the extent the law permits. But the assignment shall be subject to all setoffs,
withholdings, and deductions required by law and the contract.
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General Conditions
5.5 Progress Schedule
The Contractor shall submit a preliminary progress schedule (first 60 working days) to the Project
Manager at the pre - construction conference . This preliminary schedule shall show work to be
performed during the first 60 working days of the contract. The Contractor shall submit three copies of
the progress schedule (total working days) to the Project Manager no later than 21 calendar days after
the date the contract is executed. This schedule and any supplemental schedule shall show: (1) physical
completion of all work within the specified contract time, (2) the proposed order of work, and (3)
projected starting and completion times for major phases of the work and for the total project. The
schedule shall be developed by a critical path method. The Contractor shall provide sufficient material,
equipment, and labor to meet the completion times in this schedule.
The Owner will accept a progress schedule indicating an early physical completion date but cannot
guarantee the Owner's resources will be available to meet the accelerated schedule. No additional
compensation will be allowed if the Contractor is not able to meet their accelerated schedule due to the
unavailability of Owner's resources or for other reasons beyond the Owner's control.
The Contractor shall submit supplemental progress schedules when requested by the Project Manager
or as required by any provision of the contract. These supplemental schedules shall reflect any changes
in the proposed order of the work, any construction delays, or other conditions that may affect the
progress of the work. The Contractor shall provide the Project Manager with the supplemental progress
schedules within ten calendar days of receiving written notice of the request.
The original and all supplemental progress schedules shall not conflict with any time and order -of-
work requirement in the contract.
If the Project Manager deems that the original or any necessary supplemental progress schedule does
not provide the information required in this section, the Owner may withhold progress payments until a
schedule containing the required information has been submitted by the Contractor and approved by
the Project Manager.
The Project Manager's approval of any schedule shall not transfer any of the Contractor's
responsibilities to the Owner. The Contractor alone shall remain responsible for adjusting forces,
equipment, and work schedules to ensure completion of the work within the time(s) specified in the
contract.
5.6 Notice to Proceed and Prosecution of the Work
Notice to Proceed will be given after the contract has been executed and the contract bond and
evidence of insurances have been approved and filed by the Owner. The Contractor shall not
commence the Work until the Notice to Proceed has been given by the Project Manager. The
Contractor shall commence construction activities on the Project Site within ten days of the issuance of
the Notice To Proceed. The commence of Work Date will be the date the Contractor begins work
under this contract. The Work thereafter shall be prosecuted diligently, vigorously, and without
unauthorized interruption until physical completion of the work. There shall be no voluntary
shutdowns or slowing of operations by the Contractor without prior approval of the Project Manager.
Such approval shall not relieve the Contractor from the Contractual obligation to complete the work
within the prescribed Contract Time.
5.7 Time for Completion
The Work shall be physically completed in its entirety within the time specified in the Contract
Documents or as extended by change order. The Contract Time will be stated in "calendar days", shall
begin on the Commencement of Work Date, and shall end on the Contract Completion Date.
The Contract Time has been established to allow for periods of normal inclement weather which, from
historical records, is to be expected during the Contract Time, and during which periods, work is
anticipated to be performed. Each successive working day, beginning with the Commencement of
Work Date and ending with the Physical Completion Date, shall be charged to the Contract Time as it
occurs except a day or part of a day which is designated a non - working day or an Engineer determined
16
General Conditions
unworkable day. The Contract Time for this project has been set at 45 calendar days B from
commencement of work until substantial completion.
5.8 Suspension of Work
The Project Manager may order suspension of all or any part of the work if:
1. Unsuitable weather and such other conditions beyond the control of the Contractor that
prevent satisfactory and timely performance of the work; or
2. The Contractor does not comply with the contract or the Project Manager's orders.
When ordered by the Project Manager to suspend or resume work, the Contractor shall do so
immediately.
If the work is suspended for reason (1) above, the period of work stoppage will be counted as
unworkable days. But if the Project Manager believes the Contractor should have completed the
suspended work before the suspension, all or part of the suspension period may be counted as working
days. The Project Manager will set the number of unworkable days (or parts of days) by deciding how
long the suspension delayed the entire project.
If the work is suspended for reason (2) above, the period of work stoppage will be counted as working
days. The lost work time, however, shall not relieve the Contractor from any contract responsibility.
If the performance of all or any part of the work is suspended, delayed, or interrupted for an
unreasonable period of time by an act of the Owner in the administration of the contract, or by failure
to act within the time specified in the contract (or if no time is specified, within a reasonable time), the
Project Manager will make an adjustment for any increase in the cost or time for the performance of
the contract (excluding profit) necessarily caused by the suspension, delay, or interruption. However,
no adjustment will be made for any suspension, delay, or interruption if (1) the performance would
have been suspended, delayed, or interrupted by any other cause, including the fault or negligence of
the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of
the contract.
If the Contractor believes that the performance of the work is suspended, delayed, or interrupted for an
unreasonable period of time and such suspension, delay, or interruption is the responsibility of the
Owner , the Contractor shall immediately submit a written notice of protest to the Project Manager. No
adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the
Project Manager receives the Contractor's written notice of protest. If the Contractor contends
damages have been suffered as a result of such suspension, delay, or interruption, the protest shall not
be allowed unless the protest (stating the amount of damages) is asserted in writing as soon as
practicable, but no later than the date of the Contractor's signature on the Final Contract Voucher
Certification. The Contractor shall keep full and complete records of the costs and additional time of
such suspension, delay, or interruption and shall permit the Project Manager to have access to those
records and any other records as may be deemed necessary by the Project Manager to assist in
evaluating the protest.
The Project Manager will determine if an equitable adjustment in cost or time is due as provided in this
section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations
provided in Section 1 -09.4, Equitable Adjustment, provided that no profit of any kind will be allowed
on any increase in cost necessarily caused by the suspension, delay, or interruption.
Request for extensions of time will be evaluated in accordance with Section 5.10, Extensions of Time.
The Project Manager's determination as to whether an adjustment should be made will be fmal.
No claim by the Contractor under this clause shall be allowed unless the Contractor has followed the
procedures provided in this Section and in Sections 1.4 Procedure and Protest by the Contractor, and
6.4, Disputes and Claims.
5.9 Maintenance During Suspension
Before and during any suspension (as described in the previous section) the Contractor shall protect the
work from damage or deterioration. Suspension shall not relieve the Contractor from anything the
contract requires unless this section states otherwise.
5.10 Extensions of Time
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General Conditions
The Contractor shall submit any requests for time extensions to the Project Manager in writing no later
than 10 working days after the delay occurs. The request shall be limited to the change in the critical
path of the Contractor's schedule attributable to the change or event giving rise to the request. To be
considered by the Project Manager, the request shall be in sufficient detail (as determined by the
Project Manager) to enable the Project Manager to ascertain the basis and amount of the time
requested. The Contractor shall be responsible for showing on the progress schedule that the change or
event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the
sole cause of such impact, and (2) could not have been avoided by re- sequencing of the work or other
reasonable alternatives. If a request, combined with previous extension requests, equals 20 percent or
more of the original contract time, the Contractor's letter of request must bear consent of Surety. In
evaluating any request, the Project Manager will consider how well the Contractor used the time from
contract execution up to the point of the delay and the effect the delay has on any completion times
included in the special provisions.
The contract's time for physical completion will be extended for a period equal to the time the Project
Manager determines the work was delayed because of:
1. Unsuitable weather, provided that:
a. The Project Manager had not already allowed it as an unworkable day under
Section 5.7, Time for Completion, and
b. The Contractor had timely filed a written protest asserting that time the Project
Manager charged as a working day should have been allowed as an unworkable day.
2. Any action, neglect, or default of the Owner, its officers, or employees, or of any other
contractor employed by the Owner;
3. Fire or other casualty for which the Contractor is not responsible;
4. Strikes;
5. Any other conditions for which these Specifications permit time extensions.
6. Exceptional causes not specifically identified in items 1 through 5, provided the request
letter proves the Contractor had no control over the cause of the delay and could have done
nothing to avoid or shorten it.
7. Change in the scope of work impacting the critical path.
The Project Manager will not allow a time extension for any cause listed above if it resulted from the
Contractor's default, collusion, action or inaction, or failure to comply with the contract.
The Owner considers the time specified in the special provisions as sufficient to do all the work. For
this reason, the Owner will not grant a time extension for:
• Failure to obtain all materials and workers;
• Changes, protest, increased quantities, or changed conditions that do not delay the completion
of the contract or prove to be an invalid or inappropriate time extension request;
• Delays caused by non - approval of submittals;
• Rejection of faulty or inappropriate equipment, materials or construction;
• Failure to apply for required permits in a timely fashion.
The reasons for and times of extensions shall be determined by the Project Manager, and such
determination will be fmal.
5.11Termination of Contract
5.11.1 Termination for Default
The Owner may terminate the contract upon the occurrence of any one or more or the following
events:
1. If the Contractor fails to supply sufficient skilled workers or suitable materials or
equipment;
2. If the Contractor refuses or fails to prosecute the work with such diligence as will ensure its
physical completion within the original physical completion time and any extensions of time
which may have been granted to the Contractor by change order or otherwise;
3. If the Contractor is adjudged bankrupt or insolvent, or makes a general assignment for the
benefit of creditors, or if the Contractor or a third party files a petition to take advantage of
any debtor's act or to reorganize under the bankruptcy or similar laws concerning the
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General Conditions
Contractor, or if a trustee or receiver is appointed for the Contractor or for any of the
Contractor's property on account of the Contractor's insolvency, and the Contractor or its
successor in interest does not provide adequate assurance of future performance in accordance
with the contract within 15 calendar days of receipt of a request for assurance from the
Owner:
4. If the Contractor disregards laws, ordinances, rules, codes, regulations, orders or similar
requirements of any public entity having jurisdiction;
5. If the Contractor disregards the authority of the Owner or governing agency,
6. If the Contractor performs work which deviates from the contract, and neglects or refuses
to correct rejected work; or
7. If the Contractor otherwise violates in any material way any provisions or requirements of
the contract.
Once the Owner determines that sufficient cause exists to terminate the contract, written notice shall be
given to the Contractor and its Surety indicating that the Contractor is in breach of the contract and that
the Contractor is to remedy the breach within 15 calendar days after the notice is sent. In case of an
emergency such as potential damage to life or property, the response time to remedy the breach after
the notice may be shortened. If the remedy does not take place to the satisfaction of the Owner , the
Project Manager may, by serving written notice to the Contractor and Surety either:
1. Transfer the performance of the work from the Contractor to the Surety; or
2. Terminate the contract and at the Owner's option prosecute it to completion by contract or
otherwise. Any extra costs or damages to the Owner shall be deducted from any money due or
coming due to the Contractor under the contract.
If the Project Manager elects to pursue one remedy, it will not bar the Project Manager from pursuing
other remedies on the same or subsequent breaches.
Upon receipt of a notice that the work is being transferred to the Surety, the Surety shall enter upon the
premises and take possession of all materials, tools, and appliances for the purpose of completing the
work included under the contract and employ by contract or otherwise any person or persons
satisfactory to the Project Manager to finish the work and provide the materials without termination of
the contract. Such employment shall not relieve the Surety of its obligations under the contract and the
bond. If there is a transfer to the Surety, payments on estimates covering work subsequent to the
transfer shall be made to the extent permitted under law to the Surety or its agent without any right of
the Contractor to make any claim.
If the Project Manager terminates the contract or provides such sufficiency of labor or materials as
required tb complete the work, the Contractor shall not be entitled to receive any further payments on
the contract until all the work contemplated by the contract has been fully performed. The Contractor
shall bear any extra expenses incurred by the Owner in completing the work, including all increased
costs for completing the work, and all damages sustained, or which may be sustained, by the Owner
by reason of such refusal, neglect, failure, or discontinuance of work by the Contractor. If liquidated
damages are provided in the contract, the Contractor shall be liable for such liquidated damages until
such reasonable time as may be required for physical completion of the work. After all the work
contemplated by the contract has been completed, the Project Manager will calculate the total expenses
and damages for the completed work. If the total expenses and damages are less than any unpaid
balance due the Contractor, the excess will be paid by the Owner to the Contractor. If the total
expenses and damages exceed the unpaid balance, the Contractor and the Surety shall be jointly. and
severally liable to the Owner and shall pay the difference to the Owner on demand.
In exercising the Owner's right to prosecute the physical completion of the work, the Owner shall have
the right to exercise its sole discretion as to the manner, method, and reasonableness of the costs of
completing the work. In the event that the Owner takes bids for remedial work or physical completion
of the project, the Contractor shall not be eligible for the award of such contracts.
In the event the contract is terminated, the Owner under the Termination Clause are in addition to any
other rights and remedies provided by law or under this contract. Any retention or payment of monies
to the Contractor by the owner will not release the Contractor from liability.
If a notice of termination for default has been issued and it is later determined for any reason that the
Contractor was not in default, the rights and obligations of the parties shall be the same as if the notice
of termination had been issued pursuant to Termination for Public Convenience in Section 5.1 1,
Termination of Contract,(2). This shall include termination for default because of failure to prosecute
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General Conditions
the work, and the delay was found to be excusable under the provisions of Section 5.10, Extensions of
Time,.
5.11.2 Termination for Public Convenience
The Project Manager may terminate the contract in whole, or from time to time in part,
whenever:
1. The Contractor is prevented from proceeding with the work as a direct result of an
Executive Order of the President with respect to the prosecution of war or in the interest of
national defense; or an Executive Order of the President or Governor of the State with respect
to the preservation of energy resources;
2. The Contractor is prevented from proceeding with the work by reason of a preliminary,
special, or permanent restraining order of a court of competent jurisdiction where the issuance
of such restraining order is primarily caused by acts or omissions of persons or agencies other
than the Contractor; or
3. The Project Manager determines that such termination is in the best interests of the Owner.
5.11.3 Payment for Termination for Public Convenience
Whenever the contract is terminated in accordance with Section 5.11, Termination of Contract,(2),
payment will be made for the actual work performed at unit contract prices for completed items of
work. An equitable adjustment for partially completed items of work and disposal of materials will be
made as provided in Section 6.2, Deleted or Terminated Work.
5.11.4 Termination for Public Convenience Claims
After receipt of Termination for Public Convenience as provided in Section 5.11, Termination of
Contract,(2), the Contractor shall submit to the Owner a claim for costs associated with the termination
in accordance with the procedures outlined in Sections 6.4, Disputes and Claims, and 6.5, Audits. The
claim shall be submitted promptly but in no event later than 90 calendar days from the effective date of
termination. The Contractor's claim for costs shall be priced in accordance with Sections 6.1,
Equitable Adjustment and 6.2, Deleted or Terminated Work. If the Owner and the Contractor cannot
settle the claim, the matter will be resolved as outlined in Section 6.6, Claims Resolution.
The Contractor agrees to make all records available to the extent deemed necessary by the Project
Manager to verify the claim.
5.11.5 Responsibility of the Contractor and Surety
Termination of a contract shall not relieve the Contractor of any responsibilities under the contract for
work performed. Nor shall termination of the contract relieve the Surety or Sureties of obligations
under the contract bond or retainage bond for work performed.
6. PAYMENT
6.1 Equitable Adjustment
The equitable adjustment provided for elsewhere in the contract shall be determined in one or more of
the following ways:
1. If the parties are able to agree, the price will be determined by using:
a. Unit prices;
b. Lump sum bid amount, or
c. Other agreed upon prices;
2. If the parties can not agree, the price will be determined by the Project Manager using:
a. Unit prices, or
b. Other means to establish costs.
The following limitations shall apply in determining the amount of the equitable adjustment:
1. To the extent any delay or failure of performance was concurrently caused by the Owner
and the Contractor, the Contractor shall be entitled to a time extension for the portion of the
delay or failure of performance concurrently caused, provided it make such a request pursuant
to Section 5.10, Extensions of Time; however, the Contractor shall not be entitled to any
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General Conditions
' adjustment in contract price.
2. No claim for anticipated profits on deleted, terminated, or uncompleted work will be
allowed.
3. No claim for consequential damages of any kind will be allowed.
No claim will be considered if not filed in writing with the Owner within 15 calendar days of work
resulting in said claim.
6.2 Deleted or Terminated Work
The Project Manager may delete work by change order or may terminate the contract in whole. When
the contract is terminated in part, the partial termination shall be treated as a deletion change order for
payment purposes under this section. Payment for completed items will be at unit contract prices.
When any item is deleted in whole or in part by change order or when the contract is terminated in
whole or in part, payment for deleted or terminated work will be made as follows:
1. Payment will be made for the actual number of units of work completed at the unit contract
prices unless the Project Manager determines the unit prices are inappropriate for the work
actually performed. When that determination is made by the Project Manager, payment for
work performed will be as mutually agreed. If the parties cannot agree the Project Manager
will determine the amount of the equitable adjustment.
2. Payment for partially completed lump sum items will be as mutually agreed. If the parties
cannot agree, the Project Manager will determine the amount of the equitable adjustment;
3. To the extent not paid for by the contract prices for the completed units of work, the Owner
will pay as part of the equitable adjustment those direct costs necessarily and actually incurred
by the Contractor in anticipation of performing the work that has been deleted or terminated;
4. The total payment for any one item in the case of a deletion or partial termination shall not
exceed the bid price as modified by approved change orders less the estimated cost (including
overhead and profit) to complete the work and less any amount paid to the Contractor for the
item;
5. The total payment where the contract is terminated in its entirety shall not exceed the total
contract price as modified by approved change orders less those amounts paid to. the
Contractor before the effective date of the termination; and
6. No claim for damages of any kind or for loss of anticipated profits on deleted or terminated
work will be allowed because of the termination or change order.
Contract time shall be adjusted as the parties agree. If the parties cannot agree, the Project Manager
will determine the equitable adjustment for contract time.
Acceptable materials ordered by the Contractor prior to the date the work was terminated by the
Project Manager, will either be purchased from the Contractor by the Owner at the actual cost and shall
become the property of the Owner , or the Owner will reimburse the Contractor for the actual costs
connected with returning these materials to the suppliers.
6.3 Payments
6.3.1 Progress Payments
Progress payments for completed work and material on hand will be based upon progress estimates
prepared by the Contractor and approved by the Project Manager. A progress estimate cutoff date will
be established at the pre - construction meeting.
A minimum of 3 days before the progress estimate cutoff date (but not more often than once a month)
the Contractor shall submit to the Project Manager for review an Application for Payment, filled out
and signed by the Contractor, covering the work completed prior to the progress estimate cutoff date.
The Application for Payment shall be accompanied by documentation supporting the Contractor's
Application for Payment.
If payment is requested for materials and equipment not incorporated in the work, but delivered and
stored at approved sites pursuant to the Contract Documents, the Application for Payment shall be
accompanied by a bill of sale, invoice, or other documentation warranting that the Contractor has
received the materials and equipment and evidence that the materials and equipment are covered by
appropriate insurance or other arrangements to protect the Project Manager's interests therein.
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General Conditions
The initial progress estimate will be made not later than 30 days after the Contractor commences the
Work, and successive progress estimates will be made every month thereafter until the Completion
Date. Progress estimates made during progress of the Work are tentative, and made only for the
purpose of determining progress payment. The progress estimates are subject to change at any time
prior to the calculation of the Final Payment.
The value of the progress estimate will be the sum of the following:
1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of Work
completed multiplied by the Unit Price.
2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the
Bid Forms amount for each Lump Sum Item.
3. Materials on Hand — 90 percent of invoiced cost of material delivered to Job site or other
storage area approved by the Project Manager.
4. Change Orders — entitlement for approved extra cost or completed extra work as
determined by the Project Manager.
Progress payments will be made in accordance with the progress estimate less:
1. Five (5) percent for retained percentage.
2. The amount of Progress Payments previously made.
3. Funds withheld by the Owner for disbursement in accordance with the Contract
Documents.
Progress payments for work performed shall not be evidence of acceptable performance or an
admission by the Owner that any work has been satisfactorily completed.
No payment will be made for work performed under this contract until an approved " "Statement of
Intent to Pay Prevailing Wages" has been submitted to the Project Manager, see Section 4.5.5
Required Documents.
Payments will be made by warrants, issued by the Owner's fiscal officer, against the appropriate fund
source for the project. Payments received on account of work performed by a subcontractor are subject
to the provisions of RCW 39.04.250.
6.3.2 Retainage
Pursuant to RCW 60.28 there will be retained from monies earned by the Contractor on progress
estimates a sum equal to 5 percent of the monies earned by the Contractor. Such retainage shall be
used as a trust fund for the protection and payment (1) to the State with respect to taxes imposed
pursuant to Title 82, RCW which may be due from such Contractor, and (2) the claims of any person
arising under the Contract.
Monies reserved under provisions of RCW 60.28 shall, at the option of the Contractor, be:
1. Retained in a fund by the Owner.
2. Deposited by the Owner in an interest- bearing account in a bank, mutual savings bank, or
savings and loan association (interest on monies so retained may be paid to the Contractor).
3. Placed in escrow with a bank or trust company by the Owner. When the monies reserved
are to be placed in escrow the Owner will issue a check representing the sum of the monies
reserved payable to the bank or trust company and the Contractor jointly. Such check shall be
converted into bonds and securities chosen by the Contractor and approved by the Owner and
the bonds and securities held in escrow. Interest on the bonds and securities may be paid to
the Contractor as the interest accrues.
The Contractor shall designate the option desired on the Contract Fonn at the time the Contractor
executes the Contract with the Owner and shall be part of the contract. The Contractor in choosing
option (2) or (3) agrees to assume full responsibility to pay all costs which may accrue from escrow
services, brokerage charges or both, and further agrees to assume all risks in connection with the
investment of the retained percentages in securities. The Owner may also, at its option, accept a bond
for all or a portion of the contractor's retainage.
Release of retained percentage will be made 30 days following the Completion Date (pursuant to RCW
39.12, RCW 39.76, and RCW 60.28) provided the following conditions are met:
1. On contracts totaling more than $30,000.00, a release has been obtained from the
Washington State Department of Revenue (RCW 60.28.051).
2. No claims, as provided by law, have been filed against the retained percentage.
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General Conditions
3. Affidavit of Wages Paid is on file with the Owner for the Contractor and all Subcontractors
regardless of tier (RCW 39.12.040).
In the event claims are filed the Contractor will be paid such retained percentage less an amount
sufficient to pay any such claims together with a sum determined by the Owner sufficient to pay the
cost of foreclosing on claims and to cover attorney's fees.
Retainage will not be reduced for any reason below the minimum limit provided by law.
Pursuant to Section 4.6, Worker's Benefits, the Contractor is responsible for submitting to the State
Labor & Industry a "Request for Release" form in order for the Owner to obtain a release from that
department with respect to the payments of industrial insurance medical aid premiums. The Owner will
ensure the Washington State Employment Security Department and any applicable governmental
department or organization are notified of Contract completion in order to obtain releases from those
departments or agency organizations.
6.3.3 Owner's Right to Withhold and Disburse Certain Amounts
In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12,
and RCW 39.76, the Contractor authorizes the Project Manager to withhold progress payments due or
deduct an amount from any payment or payments due the Contractor which, in the Project Manager's
opinion, may be necessary to cover the Owner's costs for or to remedy the following situations:
1. Damage to another contractor when there is evidence thereof and a claim has been filed.
2. Where the Contractor has not paid fees or charges to public authorities which the
Contractor is obligated to pay.
3. Anticipated or actual failure of the Contractor to complete the Work on time:
4. Failure of the Contractor to perform any of the Contractor's other obligations under the
contract, including but not limited to:
a. Failure of the Contractor to provide temporary facilities when required by the
Contract Provisions.
b. Failure of the Contractor to correct defective or unauthorized work
c. Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in
lieu of material testing and inspection.
d. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct
underpayment to employees of the Contractor or subcontractor of any tier.
e. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW).
f. Failure of the Contractor to submit and obtain approval of a project progress
schedule.
The Contractor authorizes the Project Manager to act as agent for the Contractor disbursing such funds
as have been withheld pursuant to this section to a party or parties who are entitled to payment.
Disbursement of such funds, if the Project Manager elects to do so, will be made only after giving the
Contractor 15 calendar days prior written notice of the Owner's intent to do so, and if prior to the
expiration of the 15- calendar day period,
1. no legal action has commenced to resolve the validity of the claims, and
2. the Contractor has not protested such disbursement.
A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section
will be made. A payment made pursuant to this section shall be considered as payment made under the
terms and conditions of the Contract. The Owner shall not be liable to the Contractor for such payment
made in good faith.
If legal action is instituted to determine the validity of the claims prior to expiration of the 15 -day
period mentioned above, the Project Manager will hold the funds until determination of the action or
written settlement agreement of the parties.
6.3.4 Final Payment
Upon Acceptance of the Work by the Owner the final amount to be paid the Contractor will be
calculated based upon a Final Progress Estimate made by the Project Manager. Acceptance by the
Contractor of the Final Payment shall be and shall operate as a release:
1. to the Owner of all claims and all liabilities of the Contractor, other than claims in stated
amounts as may be specifically excepted in writing by the Contractor;
2. for all things done or furnished in connection with the Work;
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General Conditions
3. for every act and neglect by the Owner; and
4. for all other claims and liability relating to or arising out of the Work.
A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's
Surety from any obligation required under the terms of the Contract Documents or the Contract Bond;
nor shall such payment preclude the Owner from recovering damages, setting penalties, or obtaining
such other remedies as may be permitted by law.
If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other
documents required for the final acceptance of the contract, the Owner reserves the right to unilaterally
accept the contract. Unilateral acceptance will occur only after the Contractor has been provided the
opportunity, by written request from the Project Manager, to voluntarily submit such documents. If
voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will
be provided by certified letter from the Project Manager to the Contractor which will provide 30
calendar days for the Contractor to submit the necessary documents. The 30- calendar day deadline
shall begin on the date of the postmark of the certified letter from the Project Manager requesting the
necessary documents. This reservation by the Owner to unilaterally accept the contract will apply to
contracts that are completed in accordance with Section 5.7, Time for Completion or for contracts that
are terminated in accordance with Section 5.11, Termination of Contract,. Unilateral acceptance of the
contract by the Owner does not in any way relieve the Contractor of the provisions under contract or of
the responsibility to comply with all laws, ordinances, and regulations — Federal, State, or local —
that affect the contract. The date the Owner unilaterally signs the Final Progress Estimate constitutes
the final acceptance date
6.4 Disputes and Claims
6.4.1 Disputes
When disputes occur during a contract, the Contractor shall pursue resolution through the Project
Manager. The Contractor shall follow the procedures outlined in Section 1.4, Procedure for Protest by
the Contractor. If the negotiation using the procedures outlined in Section 1.4 fails to provide
satisfactory resolution, the Contractor shall pursue the more formalized method outlined in Section 6.4,
Disputes and Claims,(2) for submitting a claim.
6.4.2 Claims
If the Contractor claims that additional payment is due and the Contractor has pursued and exhausted
all the means provided in Section 6.4, Disputes and Claims,(1) to resolve a dispute, the Contractor may
file a claim as provided in this section. The Contractor agrees to waive any claim for additional
payment if the written notifications provided in Section 1.4, Procedure for Protest by the Contractor,
are not given, or if the Project Manager is not afforded reasonable access by the Contractor to complete
records of actual cost and additional time incurred as required by Section 1.4, or if a claim is not filed
as provided in this section. The fact that the Contractor has provided a proper notification, provided a
properly filed claim, or provided the Project Manager access to records of actual cost, shall not in any
way be construed as proving or substantiating the validity of the claim. If the claim, after consideration
by the Project Manager, is found to have merit, the Project Manager will make an equitable adjustment
either in the amount of costs to be paid or in the time required for the work, or both. If the Project
Manager finds the claim to be without merit, no adjustment will be made.
All claims filed by the Contractor shall be in writing and in sufficient detail to enable the Project
Manager to ascertain the basis and amount of the claim. All claims shall be submitted to the Project
Manager as provided in Section 2.5, Method of Serving Notices, As a minimum, the following
information must accompany each claim submitted:
1. A detailed factual statement of the claim for additional compensation and time, if any,
providing all necessary dates, locations, and items of work affected by the claim.
2. The date on which facts arose which gave rise to the claim.
3. The name of each Owner individual, official, or employee involved in or knowledgeable
about the claim.
4. The specific provisions of the contract which support the claim and a statement
of the reasons why such provisions support the claim.
5. If the claim relates to a decision of the Project Manager which the contract leaves to the
24
General Conditions
Project Manager's discretion or as to which the contract provides that the Project Manager's
decision is final, the Contractor shall set out in detail all facts supporting its position relating
to the decision of the Project Manager.
6. The identification of any documents and the substance of any oral communications that
support the claim.
7. Copies of any identified documents, other than Owner documents and documents
previously furnished to the Owner by the Contractor, that support the claim (manuals which
are standard to the industry, used by the Contractor, may be included by reference).
8. If an extension of time is sought:
a. The specific days and dates for which it is sought,
b. The specific reasons the Contractor believes a time extension should be granted,
c. The specific provisions of Section 5.10, Extensions of Time, under which it is
sought, and
d. The Contractor's analysis of its progress schedule to demonstrate the reason for a
time extension.
9. If additional compensation is sought, the exact amount sought and a breakdown of that
amount into the following categories:
a. Labor;
b. Materials;
c. Direct equipment. The actual cost for each piece of equipment for which a claim is
made. The Owner may audit the Contractor's cost records as provided in Section 6.5,
Audits to determine actual equipment cost. The following information shall be
provided for each piece of equipment:
(1) Detailed description (e.g., Motor Grader Diesel Powered Caterpillar 12
"G," Tractor Crawler ROPS & Dozer Included Diesel, etc.);
(2) The hours of use or standby; and
(3) The specific day and dates of use or standby;
d. Job overhead;
e. Overhead (general and administrative);
f. Subcontractor's claims (in the same level of detail as specified herein is required
for any subcontractor's claims); and
g. Other categories as specified by the Contractor or the Owner .
10. A notarized statement shall be submitted to the Project Manager containing the following
language:
Under the penalty of law for perjury or falsification, the undersigned, (name), (title)
of (company), hereby certifies that the claim for extra compensation and time, if any,
made herein for work on this contract is a true statement of the actual costs incurred
and time sought, and is fully documented and supported under the contract between
the parties.
Dated /s/
Subscribed and sworn before me this day of
(signature of Notary Public)
My Commission Expires:
It will be the responsibility of the Contractor to keep full and complete records of the costs and
additional time incurred for any alleged claim. The Contractor shall permit the Project Manager to
have access to those records and any other records as may be required by the Project Manager to
determine the facts or contentions involved in the claim. The Contractor shall retain those records for a
period of not less than three years after final acceptance.
The Contractor shall pursue administrative resolution of any claim with the Project Manager or the
designee of the Project Manager.
Failure to submit with the Final Application for Payment such information and details as described in
this section for any claim shall operate as a waiver of the claims by the Contractor as provided in
Section 6.3, Payments
Provided that the Contractor is in full compliance with all the provisions of this section and after the
formal claim document has been submitted, the Owner will respond, in writing, to the Contractor
within 45 calendar days from the date the claim is received by the Owner . If the 45 day response
25
General Conditions
requirement is unreasonable due to the complexity of the claim under consideration, the Contractor
will be notified within 15 calendar days from the date the claim is received by the Owner as to the
amount of time which will be necessary for the Owner to prepare its response.
Full compliance by the Contractor with the provisions of this section is a contractual condition
precedent to the Contractor's right to seek judicial relief.
6.4.3 Time Limitation and Jurisdiction
This contract shall be construed and interpreted in accordance with the laws of the State of
Washington. The venue of any claims or causes of actions arising from this contract shall be in the
Superior Court of King County, Washington.
For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action
which the contractor has against the Owner arising from this contract shall be brought within 180 days
from the date of Final Acceptance of the contract by the Owner . The parties understand and agree that
the Contractor's failure to bring suit within the time period provided shall be a complete bar to any
such claims or causes of action.
It is further mutually agreed by the parties that when any claims or causes of action which a Contractor
asserts against the Owner arising from this contract are filed with the Owner or initiated in court, the
Contractor shall permit the Owner to have timely access to any records deemed necessary by the
Owner to assist in evaluating the claims or actions..
6.5 Audits
6.11 General
The Contractor's wage, payroll, and cost records on this contract shall be open to inspection or audit
by representatives of the Owner during the life of the contract and for a period of not less than three
years after the date of fmal acceptance of the contract. The Contractor shall retain these records for that
period. The Contractor shall also guarantee that the wage, payroll, and cost records of all
subcontractors and all lower tier subcontractors shall be retained and open to similar inspection or
audit for the same period of time. The audit may be performed by employees of the Owner or by an
auditor under contract with the Owner . The Contractor, subcontractors, or lower tier subcontractors
shall provide adequate facilities, acceptable to the Project Manager, for the audit during normal
business hours. The Contractor, subcontractors, or lower tier subcontractors shall make a good faith
effort to cooperate with the auditors. If an audit is to be commenced more than 60 calendar days after
the fmal acceptance date of the contract, the Contractor will be given 20 calendar days notice of the
time when the audit is to begin. If any litigation, claim, or audit arising out of, in connection with, or
related to this contract is initiated, the wage, payroll, and cost records shall be retained until such
litigation, claim, or audit involving the records is completed.
6.6 Claims
All claims filed against the Owner shall be subject to audit at any time following the filing of the
claim. Failure of the Contractor, subcontractors, or lower tier subcontractors to maintain and retain
sufficient records to allow the auditors to verify all or a portion of the claim or to permit the auditor
access to the books and records of the Contractor, subcontractors, or lower tier subcontractors shall
constitute a waiver of a claim and shall bar any recovery thereunder.
6.6.1 Required Documents for Audits
As a minimum, the auditors shall have available to them the following documents:
1. Daily time sheets and supervisor's daily reports.
2. Collective Bargaining Agreements.
3. Insurance, welfare, and benefits records.
4. Payroll registers.
5. Earnings records.
6. Payroll tax forms.
7. Material invoices and requisitions.
8. Material cost distribution worksheet.
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General Conditions
9. Equipment records (list of company equipment, rates, etc.).
10. Vendors', rental agencies', subcontractors', and lower tier subcontractors' invoices.
11. Contracts between the Contractor and each of its subcontractors, and all lower -tier
subcontractor contracts and supplier contracts.
12. Subcontractors' and lower tier subcontractors' payment certificates.
13. Canceled checks (payroll and vendors).
14. Job cost reports, including monthly totals.
15. Job payroll ledger.
16. General ledger.
17. Cash disbursements journal.
18. Financial statements for all years reflecting the operations on this contract. In addition, the
Owner may require, if it deems appropriate, additional fmancial statements for 3 years
preceding execution of the contract and 3 years following final acceptance of the contract.
19. Depreciation records on all company equipment whether these records are maintained by
the company involved, its accountant, or others.
20. If a source other than depreciation records is used to develop costs for the Contractor's
internal purposes in establishing the actual cost of owning and operating equipment, all such
other source documents.
21. All documents which relate to each and every claim together with all documents which
support the amount of damages as to each claim.
22. Worksheets or software used to prepare the claim establishing the cost components for
items of the claim including but not limited to labor, benefits and insurance, materials,
equipment, subcontractors, all documents which establish the time periods, individuals
involved, the hours for the individuals, and the rates for the individuals.
23. Worksheets, software, and all other documents used by the Contractor to prepare its bid.
An audit may be performed by employees of the Owner or a representative of the Owner . The
Contractor and its subcontractors shall provide adequate facilities acceptable to the Owner for the audit
during normal business hours. The Contractor and all subcontractors shall cooperate with the Owner's
auditors.
6.7 Claims Resolutions
6.7.1 General
Prior to seeking claim resolution through non - binding alternative dispute resolution processes, binding
arbitration, or litigation, the Contractor shall proceed under the administrative procedures in Sections
1.4, Procedure for Protest by the Contractor, 6.4, Disputes and Claims, and any special provision
provided in the contract for resolution of disputes. The provisions of these sections must be complied
with in full, as a condition precedent to the Contractor's right to seek claim resolution through any
non - binding alternative dispute resolution process, binding arbitration or litigation.
6.7.2 Non - binding Alternative Disputes Resolution (ADR)
Non - binding ADR processes are encouraged and available upon mutual agreement of the Contractor
and the Owner for all claims submitted in accordance with Section 6.4, Disputes and Claims, provided
that:
1. All the administrative remedies provided for in the contract have been exhausted;
2. The Owner has been given the time and opportunity to respond to the Contractor as
provided in Section 6.4, Disputes and Claims,(2); and
3. The Owner has determined that it has sufficient information concerning the Contractor's
claims to participate in a non - binding ADR process.
The Owner and the Contractor mutually agree that the cost of the non - binding ADR process shall be
shared equally by both parties with each party bearing its own preparation costs.
The type of non - binding ADR process shall be agreed upon by the parties and shall be conducted
within the State of Washington at a location mutually acceptable to the parties.
The Contractor agrees that the participation in a non - binding ADR process does not in any way waive
the requirement that binding arbitration or litigation proceedings must commence within 180 calendar
27
General Conditions
days of fmal acceptance of the contract, the same as any other claim or causes of action as provided in
Section 6.4, Disputes and Claims.
6.7.3 Claims $250,000 or Less
The Contractor and the Owner mutually agree that those claims which total $250,000 or less,
submitted in accordance with Section 6.4, Disputes and Claims, and not resolved by non - binding ADR
processes, shall be resolved through mandatory and binding arbitration as described herein.
6.7.4 Administration of Arbitration
Arbitration shall be as agreed by the parties or, if the parties cannot agree, arbitration shall be
administered through the American Arbitration Association (AAA) using the following arbitration
methods:
1. The current version of the Northwest Region Expedited Commercial Arbitration Rules shall
be used for claims with an amount less than $25,000.
2. The current version of the Expedited Procedures of the Construction Industry Arbitration
Rules shall be used for claims with an amount equal to or greater than $25,000 and less than
$50,000.
3. The current version of the standard procedures of the Construction Industry Arbitration
Rules shall be used for claims with an amount equal to or greater than $50,000 and not greater
than $250,000.
The Owner and the Contractor mutually agree the venue of any arbitration hearing shall be within the
State of Washington and any such hearing shall be conducted within the State of Washington.
The Owner and the Contractor mutually agree to be bound by the decision of the arbitrator, and
judgment upon the award rendered by the arbitrator may be entered in the Superior Court of King
County. The decision of the arbitrator and the specific basis for the decision shall be in writing. The
arbitrator shall use the contract as a basis for decisions.
6.7.5 Procedures to Pursue Arbitration
If the dispute cannot be resolved through administrative procedures provided in Sections 1.4,
Procedure for Protest by the Contractor, 6.4, Disputes and Claims„ and any special provision provided
in the contract for resolution of disputes or through a mutually agreed upon non - binding ADR process,
the Contractor shall advise the Project Manager, in writing, that mandatory and binding arbitration is
desired. The parties may agree on an arbitration process, or, if the parties cannot agree a demand for
arbitration shall be filed by the Contractor, in accordance with the AAA rules, with the Owner , and
with the AAA. Selection of the arbitrator and the administration of the arbitration shall proceed in
accordance with AAA rules using arbitrators from the list developed by the AAA, except that: for
claims under $25,000 using the Northwest Region Expedited Commercial Arbitration Rules,
arbitration selection shall proceed pursuant to Section 55 of the Expedited Procedure of the
Construction Industry Arbitration Rules. Arbitration shall proceed utilizing the appropriate rule of the
AAA as determined by the dollar amount of the claim as provided in Section 6.6.3.1, Administration of
Arbitration.
Unresolved disputes which do not involve delays or impacts to unchanged work may be brought to
binding arbitration prior to physical completion of the project, provided that:
1. All the administrative remedies provided for in the contract have been exhausted;
2. The dispute has been pursued to the claim status as provided in Section 6.4, Disputes and
Claims,(2); and
3. The Contractor certifies in writing that claims for delays or impacts to the work will not
result from the dispute.
Unless the Owner and the Contractor agree otherwise, all other unresolved claims (disputes which
have been pursued to the claim status) which arise from a contract must be brought in a single
arbitration hearing and only after physical completion of the contract. The total of those unresolved
claims cannot be greater than $250,000 to be eligible for arbitration.
In addition, the Contractor agrees arbitration proceedings must commence, by filing of the
aforementioned demand for arbitration, within 180 calendar days of final acceptance of the contract,
the same as any other claim or causes of action as provided in Section 6.4, Disputes and Claims.
28
General Conditions
The scope and extent of discovery shall be determined by the arbitrator in accordance with AAA rules.
In addition, each party for claims greater than $25,000 shall serve upon the other party a "statement of
proof." The statement of proof shall be served, with a copy to the AAA, no less than 20 calendar days
prior to the arbitration hearing and shall include:
1. The identity, current business address, and residential address of each witness who will
testify at the hearing,
2. The identity of a witness as an expert if an expert witness is to be called, a statement as to
the subject matter and the substance of the facts and,opinions on which the expert is expected
to testify, a summary of the grounds for each opinion, and a resume of the expert's
qualifications, and
3. A list of each document that the party intends to offer in evidence at the arbitration hearing.
Either party may request from the other party a copy of any document listed. If such a request
is made, a copy of the document shall be provided within five calendar days from the date the
request is received.
The arbitrator may permit a party to call a witness or offer a document not shown or included in the
statement of proof only upon a showing of good cause.
6.7.6 Claims in Excess of $250,000
The Contractor and the Owner mutually agree that those claims in excess of $250,000, submitted in
accordance with Section 6.4, Disputes and Claims, and not resolved by non - binding ADR processes,
shall be resolved through litigation unless the parties mutually agree to resolve the claim through
binding arbitration.
6.7.7 Liquidated Damages
The time of the Contract is specified in Section 5.7 above. In the event the Contractor fails to
reach substantial completion for the project within that time frame, and in the event that
including all extension of time to the Contract, as identified in para 1.3, 1.4, 1.5, 5.8, & 5.10, the
Contractor has not reach substantial completion, then the Contractor shall be subject to
compensate the Owner for the Owner's real costs associated with not being able to utilize
Building B and the adjacent service yard.
END
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Item
Call for Bids
Instructions to Bidders
Bid Proposal Form PF-1
Non-Collusion Agreement NC-1
Performance Bond PB-1, PB-2
Index to General Conditions
General Conditions
TABLE OF CONTENTS
Index to Specifications 1 —4
Technical Specifications
Attachment "A" Bulk Sample Test Report on Existing Roofing
City of Tukwila
Department of Public Works
RE-Roof of Building B
Minkler Shops Facility
Page
CB-1
13-1 -- 1B-3
GC-1, GC-2
1-29
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CALLS FOR BID
NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Tukwila Public
Works Department, Geoarge Long Building, 1400 Interurban Avenue S., Tukwila, WA. 98163, up
to the hour of 4:00 p.in. on Wednesday September 5, 2007
For
Re -Roof of Building B
Minider Shops Facility
600 !slinkier Blvd, Tukwila, WA.
The work is to be performed within 30 calendar days from the Commencement of Work given in the
Notice to Proceed. The work includes, but not limited to, furnishing all materials, equipment, tools.
labor , and other work or items incidental thereto for :
The removal of existing built -up roofing, roof insulation, edge flashing, edge cant strip,
scuppers and downspouts on the roof of Building B, and the installation of a new SBS
Modified Bitumen roof over new tapered cover board, roof insulation and new plywood
sheathing. Also included in the work is the installation of new edge flashing, gutters and
downspouts as shown on the Drawings.
The Owner hereby notifies all bidders that it will affirmatively ensure that in any contracts entered
into pursuant to this advertisement that all bidders will not be discriminated against on the grounds
of race, color, creed, sex, or national origin in consideration for a contract award.
The Owner reserves the right to reject any and all bids or waive any informalities in the bidding and
make the award as deemed to be in the Owner's best interest.
Owner's Representative:
Ivary & Associates, Architects
551 NE 65th Street, Seattle, WA 98115
Ph: 206- 525 -8020
END OF INVITATION TO BID
CB -1
Roger Running - INS - BID.doc
INSTRUCTION TO BIDDERS
The following supplements the information in the Call to Bids
1. Pre -Bid Conference
1.1 Qualified Contractors are invited to attend a pre -bid conference to be held at the
Project Site on the 16th of August at 10:00 a.m.. The Project Manager will transmit to all prospective
Bidders such addenda as considered necessary in response to questions arising at the conference.
2. Qualifications of Bidders
2.1 Contractors shall be qualified by experience, financing, equipment and organization
to do the work called for in the Contract Documents.
3. Bid Documents
3.1 Qualified Contractors will be issued a set of plans and specifications by the City of
Tukwila Department of Public Works .
4. Examination of Plans, Specifications, and Site
4.1 Before Submitting a bid, the Contractor shall carefully examine each component of
the Bid Documents prepared for the Work and any other available supporting data so as to be
thoroughly familiar with all the requirements. The availability of this information shall not relieve
the Bidder of his duty to examine the project site nor of any other responsibility under the Contract.
4.2 The Bidder shall make an alert, heads -up, eyes -open reasonable examination of the
project site, and conditions under which the Work is to be performed. Submission of bid shall be
evidence that such an inspection and investigation has been made by the Contractor. No allowance
shall be made on the behalf of the Contractor because of foreseeable existing conditions.
5. Interpretation of Bid Documents
5.1 The Bidder shall promptly notify the Owner of any discovered conflicts,
ambiguities, or discrepancies in or between Bid Documents or existing site conditions or omissions
from the Bid Documents. Questions or continents about these Bid Documents should be directed
to the attention of the Owner's Representative — Wayne Ivary with Ivary & Associate, Ph:: 206 -525-
8020.
5.2 No questions or requests for clarification received less than two (2) working days
prior to the date of the Bid Opening will be considered. An interpretation or correction of the Bid
Documents will be made only by addendum, and a copy of such addendum will be faxed to each
General Contractor and plan holder. Contractors and plan holders will acknowledge receipt of each
addendum by returned fax. The Owner will not be responsible for nay other explanations or
interpretations of the Bid Documents.
6. Wage Rate
6.1 Prevailing wage rates apply to this project.
7. Permits and Licenses
7.1 The Owner will pay for the Building Permits and fees from the City of Tukwila.
Unless otherwise noted, the Contractor shall schedule to be present for all required inspections. The
Contractor shall give all notices and comply with all federal, state, and local laws, ordinances and
regulations, in any manner affecting the conduct of the work, and all such orders and decrees as exist
or may be enacted by bodies having any jurisdiction or authority over the work, and shall indemnify
and save harmless the Owner or Owner's Representative against any claim or liability arising from,
IB -1
oger Running - INS- BID_doc
or based on, the violation of any such law, ordinances, regulation order or decree, whether by
himself. his employees or subcontractors.
8. Bidding Checklist
8.1 All bids shall be submitted on the exact forms provided in these Bid Documents
and listed below. Failure to submit any of these forms is ground for rejection of the bid.
8.2 Sealed Bids for this proposal shall be submitted as specified in the Call for Bids.
Each bid must be submitted in a sealed envelope bearing on the outside the name and address of the
Bidder, and `Bid to City of Tukwila Department of Public Works — Re -roof of Building `B "" below
the address.
8.3 All bids will remain subject to acceptance by the Owner for (30) days after the day
of the bid opening. Other conditions include:
a. Proposal— Bidders must bid on all items contained in the Proposal. The omission
or deletion of any bid item will be considered non - responsive and shall be cause for
rejection of the bid.
b. The Performance Bond is not part of the proposal and is not required until after
the contract is awarded. The Bidder must be able to demonstrate that he /she is
able to secure a performance bond for the full value of the project. The amount of
the Performance Bond will not be included in the Contract Bid Amount.
c. Non - Collusion Affidavit — Must be filled in, signed and notarized.
9. Consideration of Bids and Award of Contract
9.1 An apparent low- bidder who wishes to claim error after the bids have been publicly
opened and read shall promptly notify the Owner that and error occurred.. The bidder shall submit
in writing to the Owner a description of the error, accompanied by the work sheets used in the
preparation of the bid that indicates the source of the error. The Contractor will have the
opportunity to proceed with contract award discussion with the Owner based on the original bid
amount, or withdraw his bid and consideration of contract award. The Owner may then proceed to
review proposals from remaining contractors.
9.2 It is the Owner's intention to award the contract based on the lowest- complete
responsible proposal received from the pre - selected Contractors. The right is reserved by The City
of Tukwila to reject any and /or all bids, and to waive informalities if it is deemed advantageous to
the Owner to do so. The Owner shall be the sole judge as to the responsibility of the bidder to
satisfactorily perform the work specified and within the time limit set.
9.3 A contract will not be awarded until the Owner is satisfied that the lowest apparent
bidder has accounted for all items of construction in has bid proposal.
9.4 A Notice of Award will be forwarded by the Owner to the successful Contractor,
which Notice will also state the place and date of the pre - construction conference. The Notice of
Award will be accompanied by the Agreement Form (Standard ALA Owner /Contractor Agreement
A 101 -1997 Form) to be signed by the Contractor and returned to the Owner within 10 calendar
days from receipt, along with applicable certificates of insurance. The Performance Bond will be
reviewed and approved /deleted at the pre - construction meeting.
9.5 All bids will remain subject to acceptance for ninety (90) days after the day of the
bid opening.
10. Contract Execution Checklist
10.1 The following forms are to be executed by the successful Bidder within 14 calendar days
after the Contract is awarded:
a. Agreement — Two(2) copies to be executed by the successful Bidder
b. If required by Owner, two (2) copies of Performance bond executed by the
successful Bidder and his surety company. The Bond Form included in these Bid
Documents must be used.
IB -2
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c. Certificates of Insurance — To be executed by an insurance company acceptable to
the Owner, on ACORD Forms. Required coverage are listed in Section 4.11 of the
General Conditions of the Contract. The Owner, Consulting Architect, and Project
Manager retained by the Owner shall be named as "Additional Insured on the
insurance policies.
10.2 The above bid and contract documents must be executed by the Contractor's President of
Vice - President if a corporation, or by a partner if a partnership. In the event another person has
been duly authorized to execute contracts, a copy of the resolution must be attached to the
Proposal and Agreement Documents.
11. Judicial Review
11.1 Any decision made by the Owner regarding the award and execution of the contract or bid
rejection shall not be subject to the scope of judicial review
112 Payments under this contract will be subject to retainage. Please see General Conditions
6.3.1 Progress Payments.
CITY OF TUKWILA
Bid Proposal Form
Re -roof of Building `B ", Minider Shops, Tukwila, WA
Bid To: City of Tukwila
Department of Public Works
Bid From:
(Owner)
(Contractor)
(Individual: print name)
Pursuant to and in compliance with the Invitation to Bid and other documents relating thereto, and
subject to all conditions thereof, the undersigned hereby proposes and agrees to furnish all labor,
materials, equipment and testing necessary to perform and furnish the Work indicated in the
Contract Documents, and in accordance with the terms and conditions of the Contract Documents.
Bidder acknowledges receipt of Addenda(s) Numbers(s)
Bidder acknowledges the requirement that:
Work will be Substantially Complete and ready for final payment in accordance with the General
Conditions within 30 calendar days after Notice to Proceed.
Bidder will complete the Work in accordance with the Contract Documents for the following price:
Base Bid
Total Lump Sum Price:
($ )Excluding Washington State Sales Tax.
The Total Lump Sum Price for the re- roofing of Building `B" shall be made up of the following
project components: This breakdown is for the Owners use only in reviewing the submitted lump
sum bids
General Construction Conditions ($ )
Demolition ($ )
Roofing ($ )
Date
END OF BID FORM
NON - COLLUSION AFFIDAVIT
STATE OF WASHINGTON
COUNTY OF KING
The undersigned, being first duly sworn, on oath state that the person, firm, association, partnership,
joint venture, or corporation named in the Bid Proposal has not, either directly or indirectly, entered
into any agreement, participated in any collusion, or otherwise taken any action in restraint of free
competitive bidding in connection with the project named City of Tukwila Department of Public
Works, Re -Roof of Building B, Minkler Shops.
Name of Firm
Signature of Authorized Official
Title
Signed and sworn to before me on this day of ,2004
Signature of Notary Public in and for the State of Washington
My appointment expires
Stamp or Seal
NC -1
PERFORMANCE BOND
Bond to
City of Tukwila
Department of Public Works
1400 Interurban Avenue S.
Tukwila, WA 98163
Bond No.
We, and
(Principal) (Surety)
a corporation, and as a surety corporation authorized to become a surety upon
Bonds of Contractors with municipal corporations in Washington State, are jointly and severally
bound to City of Tukwila ( "Owner "), in the penal sum of
Dollars
($ ), the payment of which sum, on demand, we bind ourselves and our
successors, heirs, administrators, executors, or personal representatives, as the case may be.
This Performance Bond is provided to secure the performance of Principal in connection with a
contract between Principal and Owner for the project entitled City of Tukwila, Public Works
Department, Re -Roof Building B, Minkler Shops, 600 Minkler Blvd, Tukwila, WA. The initial penal
sum shall equal 100% of the Total Bid Price, including sales tax, as specified in the Proposal
submitted by Principal.
NOW THEREFORE, This Performance Bond shall be satisfied and released only upon the
condition that Principal:
❑ Faithfully perform all provisions of the Contract and changes authorized by Owner in
the manner and within the time specified as may be extended under the Contract.
❑ Pay all laborers, mechanics, subcontractors, lower tier subcontractors, material men, and
all other persons or agents who supply, labor, equipment, or materials to the Project.
❑ Indemnifies and holds harmless Owner, its officers, and agents harmless from and
against all claims, liabilities, causes of action, damages, and costs for such payment for
labor, equipment, and materials by satisfying all claims and demands incurred under the
Contract, and reimbursing and paying Owner all expenses that the Owner may incur in
making good any default by Principal, and
❑ Indemnifies and holds Owner harmless from all dawns, liabilities, causes of action,
damages and costs, including property damage and personal injuries resulting from any
defect appearing or developing in the material provided or workmanship performed
under the Contract.
The indemnities to Owner shall also inure to the benefit of the Consulting Architect, Engineers, and
other design professionals retained by Owner in connection with the Project.
PROVIDED, however, that after the Final Acceptance of this Contract and the expiration of the lien
period, and if there are no liens pending, then the penal sum of this Performance Bond shall be
reduced to the sum of
Dollars ($ ) (10% of Total
Bid Price), to insure against all defects appearing or developing in the material provided or
workmanship performed under this Contract within one year after Final Acceptance.
PB -1
The liability of Surety shall be limited to the penal sum of this Performance Bond.
NO change, extension of time, alteration, or addition to the terms of the Contract or to the Work to
be performed under the Contract shall in any way affect Surety's obligation on the Performance
Bond. Surety hereby waives notice of any change, extension of time, alteration. or additions to the
terms of the Contract of the Work, with the exception that Surety shall be notified if the Contract
time is extended by more than twenty percent (20%).
If any modification or change increases the total amount to be paid under the Contract, Surety's
obligation under the Performance Bond shall automatically increase in a like amount. Any such
increase shall not exceed twenty five percent (25 %) of the original amount of the Performance Bond
without prior written consent of the Surety
This Performance Bond shall be governed and construed by the laws of the State of Washington,
and venue shall be in King County, Washington.
IN WITNESS WHEREOF, the parties have executed this instrument in two (2) identical
counterparts this day of , 2007.
Principal
Signature of Authorized Official
Title
Surety
Signature of Authorized Official
By
Attorney in Fact
(Attach Power ofA#orney)
Name and address of local office of
agent and /or Surety Company
Surety companies executing bonds must appear on the current Authon ed Insurance List in the State of W/arhington
per General Conditions.
END OF PERFORAMANCE BOND
General Conditions GC-2
4.16.7 Personal L ability of Public Officers
4.16.8 No Waiver of City's Legal Rights
5. PROSECUTION AND PROGRESS
5.1 Pre - Construction Conference
5.2 Subcontracting
5.3 Hours of Work
5.4 Assignments
5.5 Progress Schedule
5.6 Notice top Proceed and Prosecution of Work
5.7 Time for Completion
5.8 Suspension of Work
5.9 Maintenance Duang Suspension
5.10 Extension of Time
5.11 Termination of Contract
5.11.1 Termination for Defauh
5.11..2 Termination for Public Convenience
5.11.3 Payment for Termination for Public Convenience
5.11.4 Termination for Public Convenience Claims
5.11.5 Responsibility of the Contractor and Surety
6. PAYMENT
6.1 Equitable Adjustments
6.2 Deleted or Terminated Work
6.3 Payments
6.3.1 Progress Payments
6.3.2 Retainage
6.3.3 Ciy's Right to Withhold and Disburse certain Items
6.3.4 Final Payment
6.4 Disputes and Claims
6.4.1 Diiputes
6.4.2 Claims
6.4.3 Time Limitation and Jurisdiction
6.5 Audits
6.5.1 General
6.6 Claims
6.6.1 Required DocumentsforAudit
6.7 Claim Resolutions
6.7.1 General
6.7.2 Non- bindingAlternative Disputes Resolution (ADR)
6.7.3 aims ;250,000 and less
6.7.4 Administration ofArbitration
6.7.5 Procedures to Pursue Arbitration
6.7.6 Claims in Excess of ;250,000
6.7.7 Liquidated Damages
END OF GENERAL CONDITIONS
General Conditions GC-1
GENERAL CONDITIONS
TABLE OF CONTENTS
1. SCOPE OF WORK
1.1 Intent of Contract
1.2 Coordination of Contract Documents.
1.3 Provisions Specifications and Addenda Changes
1.4 Procedures and Protest by the Contractor
1.5 Differing Site Conditions (Changed or Unforeseen Conditions
1.6 Progress Estimates and Payments
1.7 Final Cleanup
2. CONTROL OF WORK
2.1 Authority of Project Manager
2.2 Authority of Assistants and Inspectors
2.3 Superintendents, Labor, and Equipment of Contractor
2.4 Cooperation with other Contractors
2.5 Method of Serving Notices
2.6 Oral Agreements
27 Technical Specifications, Plans and Working Drawings
2.8 Inspection of Work and Materials
2.9 Defective and Unauthorized Work
2.10 Guarantees
2.11 Final Inspection
212 Final Acceptance
3. CONTROL OF MATERIAL
3.1 Source of Supply and Quality of Materials
3.2 Handling and Storing Materials
4. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
4.1 Laws to be Observed
4.2 State Taxes
4.3 Sanitation
4.4 Permits and Licenses
4.5 General
4.6 Posting Notice
4.7 Apprentices
4.8 Disputes
4.9 Required Documents
4.10 Audits
4.11 Worker's Benefits
4.12 Equal Employment Opportunity Responsibilities
4.13 Contractor's Responsibility for the Work
4.14 Responsibilities for Damage
4.15 Underground Utilities
4.16 Public Liability and Property Damage Insurance
4.16.1 General
4.16.2 Coverages
4.16.3 Limits
4.16.4 Evidence of Insurance
4.16.5 Gratuities
4.16.6 Patented Devices, Materials and Processes
bow
boo
DIVISION 5 - METALS
05120 Miscellaneous Metals 2
DIVISION 6 - WOOD & PLASTICS
Lr
owl
APPENDIX "A"
�., Asbestos Test Analysis on existing roofing at Building B prepared by Pacific Rim Enviuronmental
END OF INDEX
is
Section
DIVISON 1- GENERAL REQUIREMENTS
01005 Summary of Work 2
01035 Special Provisions 2
01040 Project Coordination 2
01060 Regulatory Requirements 2
01090 Definitions & Standards 4
01100 Base Bid 1
01200 Project Meetings 3
01340 Submittals 3
01400 Quality Control 2
01505 Temporary Facilities 3
01600 Materials and Equipment 2
01605 Product & Substitutions 2
01705 Project Closeout 3
01720 Project Record Documents 2
01730 Operation & Maintenance Manual 2
DIVISON 2 - SITEWORK
02060 Demolition
DIVISION 3 — CONCRETE (None)
DIVISION 4 — MASONRY (None)
INDEX OF SPECIFICATIONS
Title Page Count
06100 Rough Carpentry 2
DIVISION 7 - THERMAL & MOISTURE PROTECTION
2
07400 SBS Membrane Roofing 5
07600 Flashing & Sheet Metal 2
07650 Gutters & Downspouts 2
07900 Sealants 2
09900 Painting 3
DIVISION 1- GENERAL REQUIREMENTS
SECTION 01005
SUMMARY OF WORK
FART 1- GENERAL
1.1
CITY OF TUKWILA
MINKLER SHOPS RE -ROOF
IDENTIFICATION AND SUMMARY OF WORK
The nature of this project is the removal of the existing built -up roofing, roof insulation, edge
flashing, edge cant strip, scuppers, and downspouts on the roof of Building B - Minkler Shops
Repair Garage, and the installation of a new SBS Modified Bitumen roof over new roof insulation
and tapered cover board, flashing, gutters and downspouts as shown on the Drawings.
1.2 ASBESTOS REPORT
See Appendix "A" bound in at the end of the technical specifications for a copy of the Bulk Sample
Analysis Report completed as part of the asbestos survey on the existing roof of the Repair Garage,
conducted by Pacific Rim Environmental.
1.3 STANDARDS
Requirements of the work are contained in the contract documents, which include these
Specifications, and the Contract drawings.
1.4 PERMITS
The Owner will pay the Building Permit, all other required permits shall be paid for by the
Contractor.
1.5 BID DOCUMENTS
All work shall be done in accordance with the bid documents that are made up of the following
drawings, contract provisions and specifications:
PART 3 - EXECUTION
Construction Drawings titled: at of Tukwila Re -Roof of Buildings `B "— Minider Shops
Tukwila. Washington, with drawings, dated 6/25/07
Contract Provisions & Specifications titled: Project Manual — City of Tukwila Re - Roof of
Buildings "13". Minkler Shops, Tukwila. Washington, dated 6/25/07
PART 2 - PRODUCTS (Not Applicable)
3.1 EXISTING OPERATIONS
The existing City of Tukwila Public Works Facility, and Building `B" at their Minider Shops will
remain in operation during this project, therefore construction work must be accomplished to
minimiz impacts to their operations.
3.2 CUTTING AND PATCHING
A. Structural Work: Do not cut- and -patch structural work in a manner resulting in a reduction
of load - carrying capacity or load /deflection ratio. Submit proposal and request and obtain
01005 -1
Architect's approval before proceeding with cut- and -patch of structural work.
B. Visual /Quality Limitations: Do not cut- and -patch work exposed to view (exterior and
interior) in a manner resulting in noticeable reduction of visual qualities and similar qualities,
as judged by the Architect.
3.3 ACCESS TO SITE
The Contractor, Subcontractors and Suppliers shall be provided access to the site during normal
operating hours of 7:00 a.m. to 5:00 p.m. weekdays, excluding holidays. Access ways shall be
restricted as needed to allow the existing facility to remain in operation.
END OF SECTION
01005 - 2
Imo
DIVISION 1- GENERAL CONDITIONS
SECTION 01035
i.. SPECIAL PROVISIONS
ha
PART 1- GENERAL
1.1
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
NUMBER OF ITEMS
Wherever in these specification, an article, device of piece of equipment is referred to in the
singular number, such reference applies to all and as many articles as are indicated or
required to complete the installation
1.2 RELATED DOCUMENTS
Conditions of the Contract and the Supplements thereto by the City of Tukwila apply to the
work specified in this Section.
1.3 DEFINITIONS
The following terms are used in the Contract Documents and are defined as follows:
A. The term "approved" and "for approval" means "approved by the
Architect" and "for the Architect's approval".
B. Where the terms, "or approved" or "or approved equal" are used, the Architect is
the sole judge of the quality and suitability of the proposed substitutions.
C. The term "coordinate" means "satisfactorily combine the work of all trades for a
complete and operating installation."
D. The term "directed" means "as directed by the Architect ".
E. The term "indicated" means "indicated or noted on the drawing"
F. The term "provide" means to "furnish and install".
G. The term "requested" means "as requested by the Architect"
H. the term "selected" means "as selected by the Architect ".
I. The term "OFCI" means "owner - furnished, Contractor - installed"
r..
J. The term *NIC" means "not in the Contract ".
1.4 BUILDING PERMIT SET OF PRINTS
A. The Contractor shall keep the building permit set of drawings at the job site during
construction, in good condition, and shall make no marks on the permit set. Just
prior to final acceptance, the Contractor shall deliver to the Owner the permit set of
plans.
`.. B. The Contractor shall include in the base bid contract sum the cost of all fees,
01035 1
ism
inspections and permits, except bu0ding permit, for work as described in the
drawings.
1.5 CLEAN -UP
A. Exterior: Remove construction equipment and temporary facilities from premises,
dean and disinfect areas occupied by sanitary conveniences, remove temporary
connection to services and restore to "original" condition. Sweep exterior paving
clean of all stains and dirt. Remove all construction debris and excess materials
from around the building and roof.
PART 2 - PRODUCTS (Not Applicable
PART 3 - EXECUTIONS (Not Applicable)
END OF SECTION
01035 2
ws
DIVISION 1- GENERAL CONDITIONS CITY OF TURWILA
SECTION 01040 MINBLER SHOPS — RE -ROOF
PROJECT COORDINATION
PART 1- GENERAL
1.1 RELATED DOCUMENTS
Conditions of the Contract and the Supplements thereto by the City of Tukwila apply to the
r.. work specified in this Section.
12 SUMMARY
A. This Section specifies specific administrative and supervisory requirements
necessary for Project coordination including, but not necessarily limited to:
1. Coordination
Iwo
2. Administrative and supervisory personnel
3. General installation provisions
4. Cleaning and protection
B. Progress meetings, coordination meetings and pre - installation conferences are
included in Section "Project Meetings ".
C. Requirements for the Contractor's Construction Schedule are included in Section
"Submittals"
1.3 COORDINATION
A. Coordinate construction activities included under various Sections of these
IY,,I Specifications to assure efficient and orderly installation of each part of the Work.
Coordinate construction operations included under different Sections of the
Specifications that are dependent upon each other for proper installation,
L. connection, and operation.
1. Where installation of one part of the Work is dependent on installation of
other components, either before or after its own installation, schedule
construction activities in the sequence required to obtain the best results.
2. 'Coordinate installation of different components, when limited space is
available, to assure maximum accessibility for required installation,
operation, and maintenance of components.
3. Make adequate provisions to accommodate items scheduled for later
installation.
B. Administrative Procedures - Coordinate scheduling and timing of required
td administrative procedures with other construction activities to avoid conflicts and
ensure orderly progress of the Work. Such administrative activities include, but are
not limited to the following.
Imi
01040 1
1. Preparation of schedules
2. Scheduling of work.
3. Installation and removal of temporary facilities.
4. Delivery and processing of submittals
5. Progress meetings
6. Project Close -out activities
C. Conservation - Coordinate construction activities to ensure that operations are
carried out with consideration given to conservation of energy, water, and materials.
1.4 SUBMITTALS
Prepare and submit coordination drawings where required to insure proper installation of all
related components.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 GENERAL INSTALLATION PROVISIONS
A. Inspection of Conditions - the installer of each major component shall inspect both
substrate and the condition under which work is to be performed. Do not proceed
until unsatisfactory conditions have been corrected in an acceptable manner
B. Comply with manufacturer's installation instructions and recommendations to the
extent that those instructions are more explicit or stringent than requirements
contained in Contract Documents.
C. Install each component during weather conditions and Project status that will
ensure the best possible results. Isolate each part of the completed construction
from incompatible materials as necessary to prevent deterioration.
3.2 CLEANING AND PROTECTION
A. Clean and maintain completed construction as frequently as necessary through the
construction period..
B. Supervise construction activities to ensure that no part of the construction,
completed or in progress, is subject to harmful, dangerous, damaging, or otherwise
deleterious exposure during the construction period.
END OF SECTION
01040 2
DIVISION 1- GENERAL CONDITIONS
SECTION 01060
REGULATORY REQUIREMENTS
PART 1- GENERAL
1. International Building Code 2003 Edition
2. National Electrical Code
CITY OF TUKWILA
MINKLER SHOPS - RE -ROOF
1.1 GENERAL
A. Throughout the Contract Documents, reference is made to codes and standards
which establish qualities and types of workmanship and materials, and which
establish methods for reporting on the pertinent characteristics.
B. Where materials or workmanship are required by these Contract Documents to
meet or exceed the specifically named code or standard, it is the Contractor's
responsibility to provide materials and workmanship which meet or exceed the
specifically named code or standard.
C. When required by the Contract Documents, deliver to the Engineer required proof that the
materials or workmanship or both meet or exceed the requirements of the specifically
named code or standard. Such proof shall be copies of a certified report of tests conducted
by a testing agency approved for that purpose.
D. Related Requirements in Other Parts of the Specifications include the General and
Supplementary Conditions.
1.2 QUALITY ASSURANCE
A. Familiarity with Pertinent Codes and Standards: In procuring all items used in this work, it
is the Contractor's responsibility to verify the detailed requirements of the specifically named
codes and standards and to verify that the items procured for use in this work meet or
exceed the specified requirements.
B. Rejection of Non - Complying Items: The Owner's Representative reserves the right to reject
items incorporated into the Work which fail to meet the specified minimum requirements.
The Owner's Representative further reserves the right, and without prejudice to other
recourse the Architect may take, to accept non - complying items subject to an adjustment in
the Awarded Contract Price as approved by the Owner's Representative.
1.3 APPLICABLE CODES AND STANDARDS
A. All pertinent laws, ordinances, rules, regulations and codes shall govern construction
activities at the work site.
B. Construction which is not governed by governmental regulations or the Contract
Specifications will be governed by the more stringent provisions of the latest published
edition or statute adopted edition, at the time of Contract signing, following applicable
codes and standards:
01060 1
3. Uniform Plumbing Code
4. Uniform Fire Code
END OF SECTION
01060 2
B. Owner's Representative
The term Owner's Representative shall mean that person or persons that has been
identified by the City of Tukwila to act in the behalf of the Owner during the
Construction Period.
C. Contract Amount
The term Contract Amount shall mean the Awarded Contract Price.
g
DIVISION 1- GENERAL CONDITIONS
SECTION 01090
DEFINITIONS AND STANDARDS
PART 1- GENERAL
CITY OF TIUKWILA
MINBLER SHOPS — RE -ROOF
1.1 CODES AND STANDARDS
A. Comply with applicable requirements of the International Building Code and
governing codes and ordinances.
B. In addition to governing codes, requirements by the Puget Sound Clean Air Agency
and operational and equipment standards established by the State of Washington
OSHA Department shall by complied with by the Contractor.
C. Except where the Contract Documents include more stringent requirements,
applicable construction industry standards have the same force and effect as if
bound or copied directly into the Contract Documents to the extent referenced.
Such standards are made a part of the Contract Documents by reference.
1.2 DEFINITIONS
A. Owner
The term Owner shall mean the City of Tukwila acting through the City of Tukwila
Public Works Department..
D. Contract Sum
The term Contract Sum shall mean the Awarded Contract Price.
E. Architect
The term Architect shall mean the Owner's Representative.
F. Provide
The term provide shall mean that the Contractor shall furnish, install, test and make
ready for use any and all items so designated.
G. Furnish
The term means supply and deliver to the Project site, ready for unloading,
unpacking, assembly, and installation.
01090
H. Install
The term describes operations at the Project site including the actual unloading,
unpacking, assembly, erection, placing, anchoring, applying, working to dimension,
finishing, curing, protecting, cleaning, and similar operations.
Regulations
The term regulations includes laws, ordinances, statutes, and lawful orders issued by
authorities having jurisdiction, as well as rules, conventions, and agreements within
the construction industry that control performance of work.
J.
Directed
Term such as directed, requested, authorized, selected. approved. required. and
permitted mean directed by the Architect, requested by the Architect, and similar
phases.
K. Installer
An installer is the Contractor or another entity engaged by the Contractor, either as
an employee, or subcontractor, to perform a particular construction activity.
L. Project site
The project site is the space available to the Contractor for performing construction
activities either exclusively or in conjunction with others performing other work as
part of the Project. The extend of the Project site is shown on the Drawings.
1.3 ASSOCIATION AND STANDARDS
In addition to other associations and standards referenced in APWA Standard Specification
for Municipal Public Works Construction the project shall be built in conformance with the
following as determined by the Owner
ICC International Code Council
UL Underwriters Laboratories
2007 E. Olive Street
Chicago, IL 60611
WCLIB West Coast Lumber Inspection Bureau
1750 S.W. Skyline Blvd.
Portland, OR
OSHA Occupational Safety and Health Administration
(U.S. Department of Labor)
1.4 ABBREVIATION SCHEDULE
The following abbreviations are standard with the Architect for all projects. Many will not
appear on this set of Construction Drawings. Certain common usages abbreviations have
not been included. Others may appear in Supplementary Schedule on Drawings.
01090 2
L,
Abbreviation Meaning
A.B. Anchor Bolt
Add. Additive
Adj. Adjacent
Alt. Alternate
Approx. Approximately
B. or Bot. Bottom
Bldg Building
Clr. Clear
Conn. Connection
Cont. Continuous
Dia. Diameter
Det. Detail
Dwg. Drawing
Ea. Each
Elev. Elevation
Elec. Electrical
Exist. Existing
E.J. Expansion Joint
Eq. Equal
Fin. Finish
F.O.I.C. Furnished by Owner Installed by Contractor
F.O.S. Face of Stud
F.O.W. Face of Wall
Ft. Foot
Galv. Galvanized
Gal. Gallon
G.I.P. Galvanized Iron Pipe
Horiz. Horizontal
Ht. Height
I.D. Inside Diameter
Jt. Joint
Max. Maximum
Min. Minimum
M.B. Machine Bolt
Mtl Metal
N.I.C. Not in Contract
No. Number
O.C. On Center
O.D. Outside Diameter
O & M Operation & Maintenance
Perf. Perforated
Plywd Plywood
P.T. Pressure Treated
P.V.C. Polyvinyl Chloride
R. Radius
01090 3
Reinf Reinforced
Req pr Req'd Required
R.O.W. Right of Way
San. Sanitary
Sec. Section
Sch. Schedule
Sht. Sheet
Sim. Similar
Specs. Specifications
S.S. Stainless Steel
Std. Standard
T.W. Top of Wall
Typ. Typical
W/ With
Wd. Wood
PART 2 - PRODUCTS(Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION
01090 4
DIVISION 1- GENERAL CONDITIONS
SECTION 01100
BASE BID & ADDITIVE BIDS
PART 1- GENERAL
1.1
CITY OF TUKWILA
MINBLER SHOPS — RE -ROOF
RELATED DOCUMENTS
Conditions of the Contract, and the Supplements thereto by the City of Tukwila apply to the work specified
in this Section.
1.2 OWNERS AWARD PROCEDURES
A. Intent: It is the intent of the Owner to award one prime contract for the installation of the new roof
system, flashing, gutters, and downspouts and structural repairs as shown on the Drawings and
described herein.
B. Right to Reject: The Owner reserves the right to accept, or to reject any or all of the bids and /or
additive bids.
1.3 BASE BID
Under the Base Bid Contract for the City of Tukwila Minkler Shops Re -roof Project, the scope of work that
make up the Base Bid is indicated on the Drawings and Specified in the Project manual.
1.4 ADDITIVE BID ITEMS
There are no Additive Bid Items on this Project.
PART 2 — PRODUCTS
PART 3 - EXECUTION
(Not Applicable)
(Not Applicable)
END OF SECTION
01100 1
DIVISION 1- GENERAL CONDITIONS
SECTION 01200
PROJECT MEETINGS
PART 1- GENERAL
1.1
CITY OFTUKWILA
MINKLER SHOPS — RE -ROOF
RELATED DOCUMENTS
Conditions of the Contract, and Supplements thereto by City of Tukwila apply to the work
specified in this Section.
1.2 SUMMARY
This Section specifies administrative and procedural requirements for project
meetings including but not limited to:
1. Pre - construction conference
2. Pre - installation Conferences
3. Progress Meetings
1.3 PRE- CONSTRUCTION CONFERENCE
A. The Owner will schedule a pre - construction conference and organization meeting at
the Project site or other convenient location no later than 15 days after execution of
the agreement and prior to commencement of construction activities. Owner will
conduct the meeting to review responsibilities and personnel assignments.
B. Attendees - The Owner, Architect, the Contractor and its superintendent,
representative for the roof manufacturers, and other concerned parties shall each be
represented at the conference by persons familiar with and authorized to conclude
y matters relating to the Work.
C. Agenda - Discuss items of significance that could affect progress
including such topics as:
1. Tentative construction schedule and phasing of work
2. Critical work sequencing
3. Designation of responsible personnel
4. Procedures for processing field directives and change orders
5. Procedures for application for payment
l `' 6. Submittal of Shop Drawings, product data and samples
7. Preparation and maintaining record drawings
8. Use of the premises
9. Office, work and storage areas
10. Safety procedures
11. First aid and security measures
12. Ongoing operation of existing Public Works Facility
13. Housekeeping
14. Working hours
01200 1
6.0
1.4 PRE - INSTALLATION CONFERENCES
Conduct a pre - installation conference at the site before each construction activity that
requires coordination with other main items of construction, or inspection by Owner's
Representative. The installer and representatives for material /product to be installed shall
attend the meeting. All factors that may affect the installation of the work shall be reviewed,
including scheduling, compatibility of surrounding substrate, required inspections, and
potential corrective work. Attendees - In addition to representatives for the Owner,
Architect, and Contractor, a representative for the roof manufacturer shall attend the pre -
installation meeting.
1.5 PROGRESS MEETINGS
A. Conduct progress meetings at the Project site at regularly scheduled intervals as
required to review progress and quality of re- roofing work.
C. Agenda - Review Architects progress report from previous progress meeting.
Review work in progress. Review other items of significance that could affect
progress or quality of work.
D. Scheduling - The work progress will be reviewed in relation to the Contractor's
Construction Schedule to verify that the work of each component of the project is
in conformance with Schedule. The Contractor shall determine how any activity
that is behind schedule will be expedited to ensure that the project will be
completed within the Contract Time. The Contractor shall revise the construction
schedule after each progress meeting where revisions to the schedule have been
made or recognized. Provide the revised schedule for review at the following
project meeting.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
Sample meeting agenda:
CONSTRUCTION MEETING # (NUMBER)
Agenda (DATE / TIME)
PROJECT NAME
CONTRACT #
Attending:
Name Representing Phone Fax
1. Review and approve minutes of previous meeting.
2. Review work progress and contract time remaining since previous meeting.
3. Review plans for progress for succeeding work period.
01200 2
air
0
m
NO
Iwo
a
4. Review construction schedule.
5. Review correction measure and procedures to regain project schedule, as applicable.
6. Present field observations, problems, and conflicts.
7. Discuss problems impeding progress schedule.
8. Review maintenance of quality control and work standards.
9. Review submittal schedules; present methods to expedite, as required.
10. Review off -site fabrication.
11. Review delivery schedules
12. Review proposed changes for
a. Effect on construction schedule and on completion date,
b. Effect on any other contract of the project.
13. Review modification proposals and finalize prices.
14. Review draft of application for payment at end of month.
15. Review required revisions to project record documents.
16. Review project safety.
17. Review any other business.
18. Review all claims to be current.
19. Other business relating to work
20. Next meeting - schedule for
END OF SECTION
01200 3
ra
r
DIVISION 1- GENERAL REQUIREMENTS CITY OF TUKWILA
SECTION 01340 MINKLER SHOPS — RE -ROOF
i SUBMITTALS
PART 1- GENERAL
low
1.1 GENERAL
Coordinate submittals with progress schedule and actual progress of work; allow 1 week for
Architects /Engineer's initial processing of submittals requiring review and return. Provide copies
required by governing authorities, which are in addition to copies specified for submittal to
Architect.
1.2 SUMMARY OF SUBMITTALS
This Sections specifies the submittal and review process required for identified material assemblies
and products to be incorporated into the Project. including the following.
A. Contractor's construction schedule
B. Submittal schedule
C. Shop Drawings
D. Product Data
E. Samples
1.3 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Provide a horizontal bar chart type construction schedule. Submit within 7
days of the date established for "Notice to Proceed ".
1. Provide separate time bar for each significant construction activity.
Provide the same breakdown of units for the Work as indicated in the
"Schedule of Values ".
2. Within each time bar indicate estimated completion percentage in 10
percent increments. As work progresses, place contrasting mark in each bar
to indicate Actual Completion
3. Prepare schedule on a sheet of sufficient size to show entire construction period.
4. Coordinate the Contractor's construction schedule with the schedule of
ihgi
values.
5. Indicate Physical Completion on the schedule.
li
B. Distribution - Following response to the initial submittal, print and distribute copies to the
Architect, Owner, subcontractors and other parties affected by the schedule.
C. Schedule Updating - Revise the schedule each month where revisions have been identified
116.' or made. Submit schedule at the following progress meeting.
1.4 SUBMITTAL SCHEDULE
.• A. After development and acceptance of the Contractor's construction schedule, prepare a
complete schedule of submittals as required by each Section of these specifications. Submit
the schedule within 7 days of the date required for the establishment of the construction
�.+ schedule. Prepare schedule in chronological order for all submittals. Identification of
01340 -1
in
submittal shall include date of submittal, Specification Section Number, name of
subcontractor, and indication of initial review and approval by the Contractor.
B. Schedule update - As submittals are reviewed and processed, the Contractor shall indicate
the status of submittals indicating date submitted, present status of submittal, and date of
approval by Architect. The updated schedule indicating status of all submittals shall be
posted in the project office.
1.5 SHOP DRAWINGS
A. Submit drawings drawn to accurate scale and prepared for this specific project. Clearly
indicate any and all deviations from Contract Drawings. The drawings shall clearly show all
elements of material assembly, quantities, finishes, methods of fabrication, and method of
attachment to supporting structure or substrate. Minimum sheet size for shop drawings
shall be 8-1/2"x11"; maximum sheet size shall be 24 "x36 ".
B. Provide a minimum of 6 copies so that two copies can be retained by the Architect, one
copy to be on file at Contractor's main office, one copy to be on file at the project site
office, one copy transmitted to the subcontractor /supplier, and one approved copy for
record document set.
1.6 PRODUCT DATA
A. Submit manufacturer's printed product data that shall include full product description,
installation instructions, accessories or options provided, installation templates, color and
finish options, and connection requirements.
B. Mark each copy to indicate actual product to be provided; show selections from among
options in manufacturer's printed product data. Except as otherwise indicated, submittal is
for information and record. Do not proceed with installation of manufactured products
until a copy of related product data is in Installer's possession at project site.
C. Indicate on each copy the date of submittal, the subcontractor or supplier submitting, and
that the Contractor has made an initial review of the product and has verified that the
product complies with the requirements set in the Specification Section.
D. Provide a minimum of 6 copies so that two copies can be retained by the Architect, one
copy to be on file at Contractor's main office, one copy to be on file at the project site
office, one copy transmitted to the subcontractor /supplier, and one copy for the record
document set.
1.7 SETS OF SAMPLES
Submit 3 sets; two sets will be returned. Provide 2 or more samples in each set where variations in
color, pattern or texture are observable. Maintain returned set at project site, for purposes of quality
control comparisons.
1.8 REVIEW ACTION
The Architect shall review shop drawings, product data, and samples for conformance with
Contract Documents. The Architect, after reviewing the submittals, shall stamp each submittal
01340 -2
as
Mb
indicating the following action is required by the Contractor
A. Shop Drawing, Product Data, or Sample is approved as submitted, requiring
no further review.
B. Shop Drawing, Product Data, or Sample is approved with minor corrections
_ noted. Submitted item may be incorporated into the project, conforming to the
identified corrections. no further submittals are required.
C. Shop Drawing, Product Data, or Sample is not approved, and shall be re-
submitted by the Contractor as required to meet requirements of Construction
Documents. The re- submittal shall clearly indicate correction to all items that
were identified as non - conforming on the previous submittal.
1.9 ARCHITECTS REVIEW
Review by the Architect does not relieve the Contractor from responsibility for errors which may
exist in the submitted data. On any discrepancy between the Construction Documents and
Submittals relating to requirements and standards for products, materials, and assemblies that are to
be incorporated into the Project, the Construction Documents shall take precedence.
1.10 REVIEW TIME
The Architect shall return submittals to the Contractor within 10 days from receipt of that submittal
from the Contractor.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION
r.
01340 -3
OS
DIVISION 1- GENERAL CONDITIONS
SECTION 01400
QUALITY CONTROL
PART 1- GENERAL
1.1
1.4 SUBMITTALS
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
RELATED DOCUMENTS
Conditions of the Contract and the Supplements thereto by the City of Tukwila apply to the
work specified in this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for quality
control services.
B. Quality control services include inspection and tests and related actions including
reports, performed by independent agencies, governing authorities and the
Contractor.
1.3 RESPONSIBILITIES
A. The Owner may engage a testing agency to provide inspections, tests and similar
quality control services, specified in individual Specification Sections and required
by governing authorities, except where they are indicated to be the contractor's
responsibility. Costs for testing services, where the Owner engages the testing
agency, shall be paid by the Owner.
1. The Contractor is responsible for retesting where results of
required inspections, tests or similar services prove
unsatisfactory and do not indicate compliance with Construction
Documents. The cost of retesting is the Contractor's
responsibility
B. Duties of Testing Agency - The independent testing agency engaged to perform
inspecting, sampling and testing or materials and construction specified in individual
Specification Sections shall cooperate with the Architect and Contractor in
performance of its duties, and shall provide qualified personnel to perform required
inspections and tests.
C. Coordination - The Contractor and each agency engaged to perform tests shall
coordinate these activities to accommodate required services with a minimum of
delay or disruption of construction work. It is the Contractor's responsibility for
scheduling times for inspections, tests, taking samples and similar activities.
A. The independent testing agency shall submit a certified written report of each
inspection, test or similar service, to the Contractor and Architect. The agency shall
submit reports directly to governing agencies for their review.
01400 1
B. Report data - Written reports of each inspection, test or similar action shall include:
Date of issue, date and location of test, or inspections, designation of work and test
method, complete inspection or test data including results, assessment of test or
inspection as to whether tested work complies with Construction Documents, and
recommendation for further action.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 REPAIR AND PROTECTION
A. Upon completion of inspection, testing, sampling and similar services, repair
damaged construction and restore substrates and finishes to eliminate deficiencies.
B. Protect construction exposed by or for quality control service activities, and protect
repaired construction.
C. Repair and protection of project components is the Contractor's responsibility
END OF SECTION
01400 2
•
tot
DIVISION 1- GENERAL CONDITIONS
SECTION 01505
TEMPORARY FACILITIES
PART 1- GENERAL
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
1.1 GENERAL
For the basic commitments to provide temporary facilities, this section specifies certain minimum
temporary facilities to be provided, regardless of methods and means selected for performance of
the work, but not by way of limitation and not assured for compliance with governing regulations.
Use of alternate temporary facilities is Contractor's option, subject to Architect's acceptance.
Temporary facilities are defined to exclude tools and construction machines, testing, demolition,
alterations, soil borings, mock -ups and similar items.
1.2 COSTS
Except as otherwise indicated, costs associated with temporary facilities are. Contractor's (Awarded
Contract Price), including power /fuel /water usage until time of substantial completion for each
major area of project. Temporary facilities remain property of Contractor.
1.3 TEMPORARY UTILITY SERVICES
Water Water is available at site for Contractor's use in construction activities. Owner will pay water
use charges. For drinking water, the Contractor shall supply and pay for containerized tap- dispenser
water type units, including paper cup supply.
Power Power is available at site. Owner will pay for electrical usage. Contractor shall install
temporary service from existing source on site to work areas. Contractor shall pay any fees related to
installation of temporary feed. Comply with NEMA, NECA, and UL standards and regulations for
temporary electric service. Install service in compliance with National Electric Code (NFPA 70)
Contractor shall remove temporary service when permanent electrical service is in operation.
Telephone The Contractor shall provide and pay for a phone service to the temporary
construction office. Cellular phone service on site is acceptable.
1.4 TEMPORARY SUPPORT FACILITIES
General: Provide facilities and services as may be needed to properly support primary construction
process and meet governing regulations. Do not use permanent facilities except as otherwise
indicated, and except after time of substantial completion.
Office The Contractor may utilize a vacant vehicle /equipment bay at Building "C" that will be
provided as a temporary construction office by the Owner. It shall be the Contractor's responsibility
to secure all equipment and materials stored on site.
Toilets
Supply temporary toilet facilities as required for construction crews and pay rental charges.
Contractor shall provide portable toilets for use of the construction crew for the duration of the
project, including setup and maintenance at no additional cost to the Owner.
01505 1
1.5 TEMPORARY CONSTRUCTION CONTROLS
Dewatering Maintain site and construction work free of water accumulation. Do not
endanger the work or adjacent properties. Maintain protection against flooding.
1.6 SECURITY & PROTECTION
General
Provide facilities and services as necessary to effectively protect project from losses and persons
from injury during the course of construction.
Provide Type ABC extinguisher as required by authorities in construction areas.
Provide barricades at hazardous locations, complete with signs, general lighting, warning lights and
similar devices where appropriate or required by regulations. Install and maintain dust barriers as
required to isolate construction dust and debris from adjacent buildings and roadways.
1.7 QUALITY ASSURANCE
Regulations Comply with industry standards and applicable laws and regulations of authorities
having jurisdiction but not limited to:
1. Building Code requirements
2. Health and Safety regulations
3. Utility company regulations
4. Police, Fire Department and Rescue Squad regulations
5. Environmental protection regulations
1.8 INSPECTION
Arrange for authorities having jurisdiction to inspect and test each temporary utility before use.
Obtain required certifications and permits
PART 2 - PRODUCTS
1.1 EQUIPMENT
Provide new equipment or undamaged used equipment in serviceable condition.
1.2 F.LFCTRICAL
Provide properly NEMA configured polarised outlets equipped with ground fault circuit
interrupters, reset button and pilot light for connection of power tools and equipment.
Provide general service lamps and temporary wiring required for adequate illumination of work
areas. Provide guard cages where exposed to breakage
1.3 FIRST AID SUPPLIES
Comply with governing regulations.
PART 3 - EXECUTION
3.1 INSTALLATION
Use qualified personnel for installation of all temporary facilities. Maintain all equipment in good
01505 2
serviceable condition for the construction period
3.2 LOCATION
Locate facilities where they will serve the Project adequately and result in minimum interference
with Public Work Department operations of existing service facility.
3.3 TERMINATION AND REMOVAL
Remove each temporary facility when the need has ended, or when replaced by authorized use of a
permanent facility, or no later than Substantial Completion.
Clean or repair all work damaged by the installation or removal of the temporary equipment .
END OF SECTION
01505 3
DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA
SECTION 01600 MINKLER SHOPS — RE -ROOF
low MATERIALS AND EQUIPMENT
PART 1- GENERAL
1.1 RELATED DOCUMENTS
Conditions of the Contract, and Supplements thereto by City of Tukwila apply to the work
specified in this Section.
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1.2 SUMMARY
This Section specifies administrative procedures requirements governing the Contractor's
selection of products for use in the Project.
1.3 DEFINITIONS
A. "Products are items purchased for incorporation in the Work, whether purchased
for the Project or taken from previously purchased stock. The term "product"
includes the terms ."material", "equipment ", "systems" and terms of similar intent.
B. "Named Products" are items identifies by manufacturer's product name including
make or model designation.
C. "Materials are products that are substantially shaped, cut worked mixed finished,
refined or otherwise fabricated, processed, or installed to form part of the Work.
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D. "Equipment" is a product with operational parts, whether motorized or manually
operated, that requires service connections such as wiring or piping.
1.4 QUALITY ASSURANCE
A. To the fullest extent possible, provide products of the same kind.
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B. Compatibility of Options - When the Contractor is given the option of selecting
between several projects for use on the Project, the product selected shall be
compatible with products previously selected.
C. Except for required labels and operating data, do not attach or imprint identification
marks that will be exposed to view.
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1.5 PRODUCT DELIVERY, STORAGE & HANDLING
A. Deliver, store and handle products in accordance with the manufacturer's
tow recommendations, using means and methods that will prevent damage,
deterioration and loss.
r.., B. Schedule delivery of projects to minimize long -term storage at the site.
C. Deliver products to the site in the manufacturer's original sealed container or
lbw packages.
01600 1
D. Store products on site in a manner that will facilitate inspection and measurement
of quantity.
E. Store products subject to damage, under cover in a weathertight enclosure,
ventilation, temperature, and humidity within range required by manufacturer.
PART 2 - PRODUCTS
2.1 PRODUCT SF.T.FCTION
A. Provide products that comply with the Contract Documents.
B. Product Selection Procedures -
1. Where only a single product or manufacturer is named, without being
accompanied by an "approved equal" term, provide the product indicated.
No substitution will be permitted.
2. Where two or more products or manufacturer's are named, without being
accompanied by an "approved equal" term, provide the product indicated.
No substitutions will be permitted.
3. When products or manufacturers are specified by name accompanied by
the term "or equal", or "approved equal ", provide product that conforms
with product specified..
C. The Contractor shall:
1. exercise precautions throughout the life of the Contract to prevent
pollution, erosion, siltation, and damage to property.
PART 3 - EXECUTION
2. not obstruct the gutter of any street.
3. use all proper measures to provide for the free passage of surface water.
4. make provisions to take care of all surplus water, mud, silt, or other run-
offs pumped from excavations or resulting from other construction
activities.
2.2 COMPLIANCE WITH STANDARDS
Where the Specifications only require compliance with an imposed code, standard, or
regulation, select a product that complies with the standards or regulations specified.
3.1 INSTALLATION OF PROJECTS
Comply with manufacturer's instructions and recommendations for installation of products
in applications indicated. Anchor each product securely in place, accurately located and
aligned with other work.
END OF SECTION
01600 2
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DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA
SECTION 01605 MINKLER SHOPS — RE -ROOF
,,.,,, PRODUCT & SUBSTITUTIONS
PART 1- GENERAL
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1.1 PROCEDURAL REQUIREMENTS
Where possible, provide entire required quantity of each generic product, material or equipment
from single source; and, where not possible to do so, match separate procurements as closely as
possible. To extent selection process is under Contractor's control, provide compatible products,
material and equipment. Where available and complying with requirements, provide standard
products which have been used previously and successfully in similar applications, and which are
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recommended by manufacturers for applications indicated.
1.2 PRODUCT SF.T.FCTION LIMITATION
A. Product Selections - Comply with the following for selection of product, materials and
equipment
B. Single Product Named: Provide only that product, unless determined to be unavailable,
non - compatible with the work, or non - complying with requirements or governing
regulations per acceptance of said status by Architect.
C. "Or Equal" Clause: Provide named product which complies with requirements, or comply
with requirements for gaining approval on "substitution" to select and use an unnamed
product.
D. Compliance with Standards: Selection of product which complies with requirements,
including applicable standards, is Contractor's option where no product names are indicated.
1.3 SUBSTITUTIONS
A. During Bid Period: It is the Contractor's responsibility to determine that any product, that
he /she proposes to utilize in place of the product specified, meets all of the quality
standards of the product specified. Products proposed for substitution by the Contractor
will not be pre- approved during the bid period.
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B. During the Construction Period: Request by Contractor will be considered when
reasonable, timely, fully documented and qualifying under the following circumstance -
Required products cannot be supplied in time for compliance with Contract Time
requirements, Contractor can verify to Architects satisfaction that the proposed product
substitution is equal to product specified, Contractor can demonstrate a specific costs
savings, without compromising performance, that can be realized to the Owner by the
utilization of the proposed substitution
r.+ 1.4 SUBSTITUTION REQUEST PROCEDURE
If the Contractor decides to submit a request for substitution on a product or material, he /she shall
submit a written request, along with manufacturer's product literature and data for the proposed item
r.+ to the Architect for review. See Section 01340 - Submittals for general submittal requirements.
01605 1
1.5 DELIVERY, STORAGE & HANDLING
Receive, store and handle products, materials and equipment in a manner which will prevent loss,
deterioration and damage. Schedule deliveries to minimize long -term storage at project site.
1.6 WARRANTIES & GUARANTIES
A. Required for the work include: 1) Special projects warranty issued by Contractor and, where
required, countersigned by Installer or other recognized entity involved in performance of
the work; 2) Specified product warranty issued by a manufacturer or fabricator, for
compliance with requirements in contract documents; and 3) Coincidental product warranty
available on a product incorporated into the work, by virtue of manufacturer's publication of
warranty without regard for application requirements (non - specified warranty).
B. Owner's Recourse - Warranties and warranty periods do not diminish implied warranties,
and do not deprive Owner of actions, rights and remedies otherwise available for
Contractor's failure to fulfill requirements of the contract documents.
PART 2 - PRODUCTS
PART 3 - EXECUTION
(Not Applicable)
(Not Applicable)
END OF SECTION
01605 2
1
DIVISION 1- GENERAL CONDITIONS
SECTION 01705
PROJECT CLOSEOUT
PART 1- GENERAL
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
1.1 GENERAL
The provisions of this section apply primarily to closeout of actual physical work, not to
administrative matters such as final payment and change over of insurance. Closeout requirements
relate to physical completion of work, and apply to individual portions of completed work as well as
the total work Specific requirements in other sections have precedence over general requirements of
this section.
1.2 PROCEDURES AT PHYSICAL COMPLETION
Comply with General Conditions and complete the following before requesting Architect's
inspection of the work, or designated portion thereof, for Physical Completion:
SUBMIT executed warranties, workmanship bonds, maintenance agreements, inspection certificates
and similar required documentation for specific units of work, enabling Owner's unrestricted
occupancy and use.
SUBMIT record documentation
SUBMIT Operational and maintenance manuals with information on all roofing components
COMPLETE final cleaning, and remove temporary facilities and tools.
REPAIR any damage to existing building or grounds.
1.3 INSPECTION PROCEDURES
Upon receipt of Contractor's request, Architect will either proceed with inspection or advise
Contractor of prerequisites not fulfilled. Following initial inspection, Architect will either prepare
certificate of physical completion, or advise Contractor of work which must be performed prior to
issuance of certificate; and repeat inspection when requested and assured that work has been
completed. Results of completed inspection will form initial "punch -list" for final acceptance.
1.4 PHYSICAL COMPLETION
A. Preliminary procedures: Before requesting inspection for certification of Physical
Completion, complete the following:
1. In the Application for payment that coincides with, or first follows, the date
Physical Completion is claimed, show 100 percent completion for the portion of the
Work claimed as physically complete. Include supporting documents for
completion as indicated in these Construction Documents and a statement showing
an accounting of changes to the Awarded Contract Price..
2. Advise Owner of pending insurance change -over requirements.
3. Submit specific warranties, workmanship bonds, maintenance
01705 1
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agreements, final certification and similar documents
4. Obtain and submit releases enabling the Owner unrestricted use of the
Work and access to services and utilities. Include occupancy permits,
operating certificates and similar releases.
5. Deliver tools, spare parts, extra stock and similar items.
6. Make final change over of permanent locks and transmit keys to Owner
7. Complete start-up testing of systems, and instruction of the Owner's
operating and maintenance personnel. Discontinue or change over and
remove temporary facilities from the site.
8. Complete final clean-up requirements.
1.5 PROCEDURES PRIOR TO PHYSICAL COMPLETION
Upon receipt of Contractor's notice that work has been completed, including punch -list items
resulting from earlier inspections, and excepting incomplete items delayed because of acceptable
circumstances, Architect will inspect work. Upon completion of inspection, Architect will either
identify the project as Physical Complete and recommend final payment, or advise Contractor of
work not completed or obligations not fulfilled as required for Physical Completion. If necessary,
procedure will be repeated.
1.6 PHYSICAL COMPLETION
Before requesting final inspection for certification of physical completion and final payment,
complete the following.
1. Submit the final pay request with all releases and supporting documentation not
previously submitted.
2. Submit an updated final statement accounting for final additional changes.
3. Submit a copy of the Architect's final inspection list of items to be completed or corrected,
stating that each item has been completed or otherwise resolved for acceptance, and that the
list has been endorsed and dated by the Architect.
4. Submit consent of surety to final payment.
5. Submit evidence of final, continuing insurance coverage complying with
insurance requirements.
1.7 REINSPECTION PROCEDURE
The Architect will reinspect the Work upon receipt of notice that the Work, including inspection list
items form the earlier inspection, has been completed. Upon completion of inspection, the
Architect will prepare a certificate of physical completion, or advise the Contractor that work is
incomplete or of obligations that have not been fulfilled. If necessary, reinspection will be repeated.
1.8 RECORD DOCUMENT SUBMITTAL
A. Do not use record drawings for construction purposes, protect from deterioration and loss
in a secure location; provide access to record documents for Owner or .Architect's reference
during construction.
B. Maintain a set of Contract Drawings and Shop Drawings. Mark the set to show the actual
installation where the installation varies substantially from the Work originally shown.
01705 2
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C. Mark record sets with colored pencils, using different colors to distinguish between separate
categories of work.
D. Maintain one complete copy of the Project Manual, including addenda, and one copy of
other written documents such as Change Orders. Mark these documents to show substantial
variations in actual Work performed in comparison with the test of the Specifications and
modifications. Upon completion of the Work, submit record Specifications to the Architect
for the Owner's records.
E. Record Product Data - Maintain one copy of each Product Data submitted. Mark these
documents to show significant variation in the actual Work performed in comparison with
information submitted. Upon completion of mark -up, submit complete set of Product Data
to the architect for the Owner's record.
F. Maintenance Manuals - Provide operating maintenance manuals per Section
01730.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 FINAL CLEANING
A. General cleaning during construction is required by the General Conditions and
included in Section "Temporary Facilities ".
B. Employ experienced workers of professional cleaner for final cleaning. Clean each surface
on unit to the condition expected in a normal commercial building cleaning and
maintenance program. Complete the following cleaning operations before requesting
inspection for Certification of Physical Completion:
1. Remove labels that are not permanent
2. Clean and polish transparent and reflective surface..
3. Clean exposed exterior hard - surfaced finishes to a dust -free
condition, free of stains, films and similar foreign substances.
4. Clean the site of rubbish, liter and foreign substances. Sweep paved
areas broom clean; remove stains, spills and other foreign deposits.
C. Removal of Protection - Remove temporary protection and facilities installed
for protection of Work during construction.
END OF SECTION
01705 3
DIVISION 1-
SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1- GENERAL
1. Drawings, annotated as work progresses
2. Specifications, annotated as work progresses
3. Addenda
4. Change Orders and other contract modifications
5. Field orders or other written instructions
6. Approved shop drawings and product data
CITY OF TUKWILA
MINKLER SHOPS RE -ROOF
1.1 DESCRIPTION
A. Work included: Maintain for Architect at site one record copy of contract
document including but not limited to:
B. Related sections: Coordinate related requirements specified in other parts of the
project manual, including but not limited to the following.
Section 01340 — Submittals
1.2 QUALITY ASSURANCE
A. Delegate the responsibility for maintenance of record prints to one person on the
contractor's staff as approved by the Architect.
B. Make entries on the record prints clearly showing as -build conditions within 24 hrs.
after completing any element of work.
C. Accuracy of records:
1. Coordinate changes and additions within the record prints, making
adequate and proper entries on each page of specifications and each sheet
of drawings.
2. Accuracy of records shall be such that future search for items shown in the
contract documents may rely reasonably on information obtained from the
approved project record documents.
1.3 STORAGE OF DOCUMENTS
Maintain and store in field office apart from documents used for construction.
1. Contract drawings, bearing building permit approval from City of Tukwila
2. Specifications, bearing building permit approval from City of Tukwila.
3. Addenda.
4. Change orders and other modifications to the contract.
5. Accepted shop drawings and other submittals.
01720 -1
PART 2 — PRODUCTS
2.1 RECORDING
A. Label each document "project record" in neat, large, printed letters.
B. Label information concurrently with construction progress. Do not conceal any work until
required information is recorded.
C. General Contractor is responsible for the following drawings:
1. General: Each subcontractor is responsible for making record notations for his /her
own work and forward not less than weekly to the general Contractor.
a. Note deviations from the contract documents, together with reference to
reason for change: e.g., construction meeting minutes, telephone call report,
field order, etc.
b. Show details and locations not on original contract drawings.
c. Indicate field changes of dimensions and details.
d. Show changes made by field order or by change order.
D Specifications and addenda: Legibly mark each section to record:
1. Manufacturer, trade name, catalog number, and supplier of each equipment item
actually installed; and
2. Changes made by field order or by change order.
E Shop drawings: Maintain one complete set as record documents; legibly annotate to record
changes made after review.
PART 3 — EXECUTION
Not used
END OF SECTION
01720 - 2
DIVISION 1- GENERAL CONDITIONS
SECTION 01730
OPERATION & MAINTENANCE MANUAL
PART 1- GENERAL
1.1 GENERAL
The intent of the manual is to make certain that it contains all the necessary information for the Public
Works Department to maintain the roof assembly and verify that any work on the roof surfaces, by the
Owner, is in conformance with the conditions of the roof warranty.
1.2 MANUAL FORM
The Contractor shall assemble an Operation & Maintenance Manual for this project based on the
following. criteria:
A. Organization — the Manual shall be organized in accordance with the 16 Division CSI (The
Construction Specifications Institute) format. Divisions shall be flaged with divider tabs.
B. Size-8-1/2"x 11"
C. Paper — 20 pound minimum, white for typed pages
D. Test — Manufacturer's printed data, or neatly typewritten information
E. Drawings — Accordion fold oversize drawings to 8-1/2" x 11" size for binding
F. Provide fly -leaf for each separate product and major component parts of equipment followed
by typed description. Provide indexed tabs
G. Binders — Commercial quality three ring binders with hard durable and cleanable plastic cover;
maxi9mum ring size 3 "' minimum ring size 1"
H. Tabs — shall be plastic coated
I. Cover — Identify front cover and each volume in case of multiple volumes, with typed title:
"Maintenance Manual for the City of Tukwila Minkler Shops Building B Roof Replacement"
J•
CITY OF TUKWILA
MINKLER SHOPS RE -ROOF
Project — on the front cover, include Project name and address, names of Owner, Architect,
Engineers, Contractor, and completion date of project
Title Page — The inside title page shall indude title of project and name, addresses and phone
numbers of the Architect and all consultants, general contractor and all major sub - contractors
L. Index — Provide index of contents of volume
M. Division 1 through 9 — indude maintenance instructions and schedule for all equipment
specified in these divisions; provide product data with finishes and colors of all materials
01730 1
specified; include all warranties for material or equipment
PART 2 PRODUCTS (Not applicable)
PART 3 EXECUTION (Not applicable)
END OF SECTION
01730
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DIVISION 2 - SITEWORK
SECTION 02060
DEMOLITION
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1.6 PROTECTION
Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to
adjacent structures and utilities. Promptly repair damages caused to adjacent facilities by demolition
operations at no cost to the Owner. Maintain existing utilities indicated to remain, keep in service,
and protect against damage during demolition operations.
PART 2 - PRODUCTS
N/A
PART 3 - EXECUTION
3.1 POLLUTION CONTROL
Use water sprinldering, temporary enclosures and other suitable methods to limit dust and dirt rising
and scattering in air to lowest practical level. Comply with governing regulations pertaining to
environmental protection.
02060 - 1
PART 1- GENERAL
1.4 REMOVAL
All material shall be removed from site by the Contractor.
CITY OF TUKWILA
MINKLER SHOPS RE -ROOF
1.1 SCOPE
The scope of work described by this Section includes all labor and materials required for the
demolition and removal of the existing roof flashings, perimeter edge cant, scuppers, downspouts,
built -up roof plys, and roof insulation as shown on the Drawings.
1.2 ASBESTOS
The Contractor shall engage qualified demolition removal company that is experienced, qualified,
and licensed to remove and dispose of all roofing materials that contain asbestos in accordance with
the requirements of the City of Tukwila and the State of Washington Department of Environmental
Protection Agency. See Appendix "A" for the Asbestos Survey prepared by Pacific Rim
Environmental, Inc. for the extent of asbestos present in the existing roofing materials.
1.3 EXISTING OPERATIONS
The existing Public Works Facility will remain in operation during construction, and demolition
work will be scheduled to minimize disruption of that facility.
1.5 TRAFFIC
Conduct demolition operations and removal of debris to ensure minimum interference with roads,
service yard, and other occupied or used facilities.
Provide alternate routes around closed or obstructed traffic ways as required until demolition and
clearing operations are complete.
Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition
operations, as directed by Architect or governing authorities. Return adjacent areas to conditions
existing prior to start of work.
of work described in Section 03000Concrete..
3.2 DISPOSAL
Remove from site debris, rubbish and other roofing materials resulting from demolition operations
and discard at an approved dump site. Burning of removed materials will not be permitted on site.
END OF SECTION
02060 - 2
1
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DIVISION 5 - METALS
SECTION 05120
MISCELLANEOUS METALS
PART 1- GENERAL
1.1
CITY OF TUKWILA
MINKLER SHOPS RE -ROOF
CODES AND STANDARDS
AISC "Code of Standard Practice for Steel Buildings and Bridges "; AISC "Specifications for
the Design, Fabrication, and Erection of Structural Steel for Buildings" including
"Commentary"; AWS "Structural Welding Code"; comply with applicable provisions except
as otherwise indicated.
1.2 SCOPE OF WORK
The scope of work described by this Section includes all the labor and material required for
the installation of steel miscellaneous fabricated steel fasteners as shown on the Drawings.
1.3 RELATED WORK — Section 07400 SBS Membrane Roofing, Section 06100 Rough
Carpentry, Section 09900 Painting
1.4 SUBMITTALS
A. Submit shop drawings of all fabricated framing items and connectors
except standard prefabricated framing connectors.
1.5 QUALITY ASSURANCE
Comply with applicable provisions of AWS D1.1 "Structural Welding Code - Steel", AWS
D1.2 "Structural Welding Code - Aluminum ", and AWS D1.3 "Structural Welding Code -
Sheet Steel." Certify that each welder has satisfactorily passed AWS qualifications test for
welding process and is currently certified.
PART 2 - PRODUCTS
2.1 STEEL SHAPES - ASTM A 36.
2.2 FASTENERS
High - strength bolts and nuts, ASTM A 325 or A 490. Provide plated fasteners complying
with ASTM B 633, Class FE /Zn 25 for electro-deposited zinc coating, for exterior use or
where built into exterior walls..
23 SHOP PAINT
FS TT-P -86, Type II; or, SSPC -Paint 14.
24 GALVANIZING
All steel connectors and framing located at building exterior shall be hot - dipped galvanized
per ASTM A 53.
2.5 GALVANIZING REPAIR PAINT
High zinc- dust - content paint for re- galvanizing welds in galvanized steel with dry film
05120 -1
containing not less than 94% zinc dust by weight, and complying with DOD -P 21035 or
SSPC -Paint 20. •
PART 3 - EXECUTION
3.1 FABRICATION
Comply with AISC "Specifications" and final shop drawings. Mark and match -mark units
for field assembly.
3.2 CONNECTIONS
As shown on final shop drawings. Use high- strength bolts for field connections, except as
otherwise indicated. Comply with AWS Code for procedures, appearance, and quality of
welds.
3.3 PROVISIONS FOR OTHER WORK
Fabricate structural steel members to provide holes for securing other work and for passage
of other work through steel framing as indicated.
3.4 SHOP PAINTING
Paint structural steel work, except members or portions of members embedded in concrete
or mortar, and contact areas to be welded or riveted. Clean steel free of loose mill scale,
rust, oil and grease. Apply prime paint to provide a minimum dry film thickness of 2.0 mils.
3.5 ERECTION
Comply with AISC Code and Specifications, and maintain work in safe and stable condition
during erection. Provide temporary bracing and shoring as required; remove when final
connections placed.
3.6 GALVANIZE
All steel connector plates, tubing and fasteners located at building exterior shall be
hot - dipped galvanized prior to erection.
END OF SECTION
05120 -2
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..+ DIVISION 6 - WOOD & PLASTICS
SECTION 06100
ROUGH CARPENTRY
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PART 1- GENERAL
CITY OF TUKWILA
MINKLER SHOPS RE -ROOF
1.1 SCOPE
The scope of work described by this section includes all wood, sheathing, and related work for the
roof replacement as shown on the Drawings
1.2 CONSERVATION
To conserve old growth lumber, the City has adopted the following policies that shall apply to this
project:
A. No new cut old growth lumber shall be used in any form; only second growth lumber is
acceptable.
B. Use of reclaimed old growth is acceptable.
1.3 SUBMITTALS
A. Submit the following in accordance with Conditions of Contract and Division 1
Specification Sections.
B. Product Data for the following
1. Metal framing anchors
2. Wood Treatment Data for each type of preservative treated wood
product
PART 2 PRODUCTS
2.1 LUMBER
A. Light- Framing (all plates, grounds and blocking): Grade and species indicated: Douglas Fir
# 2.
B. Fasteners and Anchorages: Of size, type, material and finish suited to application shown
and complying with applicable standards including FS FF -N -105 and FF -W 92 and ANSI
B18.6.1. Provide metal hangers and framing anchors of size and type recommended for
intended use by manufacturer. Hot -dip galvanize fasteners and anchorages for work
exposed to weather, in ground contact and high relative humidity to comply with ASTM A
153.
C. Preservative pressure treat all lumber with water -borne preservatives to comply with AWPB
Quality Standard LP -2 (minimum retention of 0.25 lbs. per cubic ft.) for above ground use.
Wood for above ground use shall be non - incised.
06100 -1
PART 3 - EXECUTION
1. Treat sills, blocking and furring, and similar items in direct contact with concrete.
2. Treat all framing and blocking above roof decking
3. Treat wood elsewhere where shown on Drawings.
2.2 PLYWOOD
Provide APA graded panels, 5 plys, complying with PS 1 /ANSI ABBE -1 for type of
applications indicated - 1/2" CDX for roof sheathing, as shown.
3.1 INSTALLATION
A. Install rough carpentry work to comply with "Manual of House Framing" by National
Forest Products Assoc. (N.F.P.A.) and with recommendations
of American Plywood Association (AA), unless otherwise indicated. Set carpentry work to
required levels and lines, with members plumb and true and cut to fit.
3.2 ATTACHMENT
Securely attach carpentry work to substrates and supporting members using fasteners of size that will
not penetrate members where opposite side will be exposed to view or receive finish materials.
Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless
otherwise indicated.
3.3 FASTENING
Secure framing, plates and blocking to adjacent material with galvanized Fasteners as shown on
drawings and required by governing codes.
END OF SECTION
06100 -2
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Roger Running - 07400sbs.doc
DIVISION 7 - THERMAL & MOISTURE PROTECTION CITY OF TUKWILA
SECTION 07400 MINKLER SHOPS —RE -ROOF
SBS MEMBRANE ROOFING
PART 1- GENERAL
1.1
SCOPE OF WORK
The scope of work of this Section includes all labor and material required to
install a complete two ply torch -down roofing system at Building `B" as shown
on the Drawings.
1.2 RELATED WORK
See Section 02060 Demolition for existing roof removal,
Section 06100 Rough Carpentry for new plywood roof sheathing & nailers,
Section 07600 Flashing and Sheet Metal for related work.
The roofing installer shall be responsible for the installation of the new flashing
and sheet metal as shown on the drawings.
1.3 DELIVERY, STORAGE AND HANDLING
Deliver materials in manufacturer's unopened, labeled containers. Store
materials to avoid water damage, and store rolled goods on end. Comply with
manufacturers recommendations for job -site storage and protection.
1.4 JOB CONDITION
A. Approximately 2 weeks before scheduled commencement of roofing
installation and associated work, meet at Project site with Installer,
Architect, Owner, roofing system manufacturer's representative, and
other representatives directly affected with installation and performance
of the work.
1. Tour roof areas and inspect substrates, curbs, and
penetrations and other work that will affect installation
of roofing.
2. Review roofing system and sequence of work.
3. Review weather conditions and procedures for coping with
unfavorable conditions inchiding temporary roofing and
substrate protection.
B. Proceed with roofing installation only when all penetrating work has
been completed, substrate is dry and weather conditions are favorable.
Follow manufacturer's recommendations for placement of all roofing
components.
1.5 SUBMITTALS
A. Submit manufacturer's complete product and installation information
for all roof components including insulation, tapered coverboard, and
SBS Roofing system components..
B. Following pre - installation walkthough, submit letter from roofing
07400 -1
oger Running - 07400sbs,doc
PART 2 - PRODUCTS
2.5 ACCESSORIES
manufacturer stating the roof conditions as found, and the roofing
system as specified are acceptable.
1.6 WARRANTY
Provide manufacturers standard 10 year roof warranty for the complete roof
system from date of physical completion. of all roofing work. The 10 year
warranty shall cover all labor and material required to correct all deficiencies in
the roof system during the entire warranty period.
1.7 QUALIFICATIONS
Roof installer shall have been in continual practice for the last 5 years and have
shall have installed at least 5 roofing projects in similar scope to this project,
utilizing a two ply SBS torch -down roof system.
1.8 COLOR
The Architect shall select the color of the cap sheet granules from standard
colors available from the manufacturer.
2.1 ROOFING SYSTEM
Roofing system shall consist of a two plys of a prefabricated fiberglass
reinforced, Styrene- Butadiene (SBS) copolymer modified asphalt membrane
secured to the prepared tapered coverboard or faced rigid roof insulation
surface .
2.2 APPROVED ROOF SYSTEMS
SBS Modified Bitumen Roofing System two ply by JohnsManville
Two -ply SBS in Cold Adhesive by Firestone
Modified Bitumen Roofing by GAF
2.2 MATERIALS (numbers refer to JohnsManville system)
Base layer — Dynaweld Base ASTM D 6163 Type 1, Grade S.adhered to
tapered coverboard with cold set adhesive MBR Cold Application
Adhesive
Granular Surfaced Cap sheet — Dynaweld Cap FR ASTM D 6163 Type
1 torchdown to base sheet
Counter Flashing — DynaFlex ASTM D6221 Type 1 with granular surface to
match cap sheet.
2.3 INSULATION BOARD
"Pyrox" polyisocyanurate board as manufactured by Apache ISO Products or
approved equal.. Mechanically fastened to the existing wood roof deck as
recommended by manufacturer. .
2.4 TAPERED COVERBOARD
A. "Tapered Mi11ox" coverboard as manufactured by Apache ISO
Produsts, Tapered Fesco Board by JohnManville, EnergyGuard "Perlite" Taper
by GAF or approved equal..
07400 - 2
4
Dger Running - 07400sbs.doc
lag
A. Cant Strips - JohnsManville "FesCant Plus"
B. Caulking- Sealants - A single component high performance. elastomeric
sealant - Sonolastic NP -1 by Sonnebom Building Products or Chem -
Calk 900 by Bostic.
C. Wood nailers - pressure treated doug -fir in sizes and configuration as
shown on the Drawings — see Section 06100 Rough Carpentry.
D. Curb counterflashing — Granuale sufaced torchdown counter flash sheet
to match cap sheet at roof.
E. Cement adhesive — JohnsMansville MBR Cold Application Adhesive or
approved equal.
F. Insulation Fasteners — Firestone Wood Deck Fasteners with Insulation
Plates or approved equal.
PART 3 - EXECUTION
3.1 GENERAL
The complete roof assembly shall be installed in strict accordance with manufacturer's
written instructions and will comply with the following requirements.
3.2 ROOF PREPARATION
A. Remove all existing roof plys and existing insulation — see Section 02060
Demolition.
B. Clean wood deck of all debris and loose material
3.3 INSULATION
Install insulation over new plywood by mechanically fastening with FM approved
fasteners with plates in accordance with manufacturer's recommendations. Stagger all
joints of insulation layers.
3.4 COVERBOARD
Secure tapered coverboard to faced insulation by setting in frill coat of bonding
adhesive, in accordance with manufacturer's instructions.
3.5 ROOF MEMBRANE INSTALLATION
A. Apply roofing in accordance with roofing system manufacturer's instructions
and the following requirements. Application of roofing shall immediately
follow application of insulation as a continuous operation.
B. Prime metal flanges (all jacks, edge metal, drain & vent flashing, etc.) and other
contact material with a uniform coating of ASTM D 41 -85 asphalt primer.
C. Set cant strips in full bed of adhesive.
D. Base Sheet installation — Torch down base sheet to coverboard in accordance
with manufacturer's recommendations
07400 - 3
E. Cap Sheet Application — Fully torch -down cap sheet to base sheet in
accordance with manufacturer's instructions.
3.6 GRANULE EMBEDMENT
Broadcast mineral granules over all bitumen overruns on the finish ply surface,
while the bitumen is still hot , to ensure a monolithic surface color.
3.7 WATER CUT -OFF
At end of days work, or when precipitation is imminent, construct a water cut -off at all
open edges. Cut -offs can be built using asphalt or plastic cement and roofing felts,
constructed to withstand protracted periods of service. Cut -offs must be completely
removed prior to the resumption of roofing work.
3.8 SEALANT
Caulk all exposed finish ply edges at flashing edge, waste stacks, vent stacks, etc. with a
smooth continuous bead of sealant..
3.9 FLASHINGS
Install flashing and in accordance with manufacturer's recommendations - See Section 07600.
3.10 CLEANING
Remove trash and debris from jobsite. Repair any damage caused by work of this section.
3.11 FIELD QUALITY CONTROL
Finished roof membrane must be solid and watertight .Inspect roof and make necessary
corrections /repairs to ensure proper installation. Notify the manufacturer by means of
manufacturer's printed Notification of Completion form at job completion in order to schedule
a final inspection date.
3.12 TEMPORARY RAINWATER CONTROL
Until the gutters and downspouts are in place, the Contractor shall put in place temporary
measures as required to prevent rainwater run -off from roof areas from damaging surrounding
building elements or grades.
3.13 PROTECTION
Protect finished roof areas from damage until final acceptance of the installation.
During roofing process, all edges of the roof shall be mopped in at the end of the working day,
in accordance with manufacturer's instructions to protect roof plys, insulation and decking
from weather.
3.14 FINAL INSPECTION
Hold a meeting at the completion of the project attended by all parties that were involved in the
roofing work, including the manufacturer's representative Following correcting of any
unsatisfactory work, the manufacturer shall submit a letter to the Owner approving the
installation of all roofing work.
3.15 ACCEPTANCE
The roof installation will be accepted by the Owner following written approval of
manufacturer, and approval of signed guarantee'of roofing assembly. Roof warranty period
will commence at date of Physical Completion of the project.
07400 - 4
DIVISION 7 - THERMAL & MOISTURE
SECTION 07600
FLASHING AND SHEET METAL
PART 1- GENERAL
1.1 STANDARDS
Conform to profiles and sizes shown, and comply with "Architectural Sheet Metal
Manual" by SMACNA, for each general category of work required.
1.2 SCOPE OF WORK
A. The scope of work described by this Section includes all labor and material required for the
complete installation of miscellaneous flashing and sheet metal work associated with the
installation of the new roofing, gutters and downspouts.
B. The subcontractor responsible for the installation of the new roofing shall also furnish and
install all items of flashing and sheet metal associated with the roof installation.
1.3 RELATED WORK
See Section 07400 SBS Membrane Roofing and Section 07650 Gutters and. Downspouts
1.3 SUBMITTALS
Submit shop drawings showing material, configurations and attachment of all flashing components.
PART 2 - PRODUCTS
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
2.2 PRE - FINISHED MATERIAL
All counter flashing, edge flashing and sheet metal trim associated with the roofing installation shall
be pre - finished pre - formed .032" aluminum with baked -on enamel coating with finish equal to
Kynar 500. Color will be selected from manufacturer's standard colors.
2.3 EXPANSION JOINTS
Provide for thermal expansion of running sheet metal work, by overlapping and interlocking joints in
fabricated work.
2.4 RIVETS
Install rivets to secure flashing joints at corner laps and ends of all flashing runs.
2.5 FASTENERS
Cadmium plated steel screws with neoprene head washers, Pre - finished to match flashing.
2.6 SEALANT
Two part Polysulfide sealant TREMCO Dynionic or approved equal.
2.7 FABRICATION
Fabricate sheet metal with lapping seams; seal seams with sealant at working joints with 6" min. lap,
and where required for strength or water tightness, rivet seams and joints.
07600 -1
10
isr
boa
Yr
2.8 PROFILES
The profiles of the roof cap flashing and edge flashing at the SBS Roofing shall be standing seam
joints, and other flashing profiles when not indicated shall be ' standard configurations.
PART 3 - EXECUTION
3.1 ANCHORAGE
Anchor work in place with non - corrosive fasteners, adhesives, setting compounds, tapes and other
materials and devices as recommended by manufacturer of each material or system. Provide for
thermal expansion and building movements. Comply with recommendations of "Architectural Sheet
Metal Manual" by SMACNA.
3.2 CAULKING
Seal moving joints in metal work with elastomeric sealants, complying with FS 001543. Install
sealant continuously where flashing adjoins another material.
3.3 COATING
Coat back side of fabricated sheet metal with 15 mil sulfur -free bituminous coating, FS TT-C -494
where required to separate metals from corrosive substrates including wood and other absorbent
materials.
3.4 CLEANING
Clean metal surfaces of all substances which could cause corrosion.
3.5 PERFORMANCE
Water - tight /weatherproof performance of flashing is required.
3.6 INSTALLATION
Do not install products that are observed to be defective in any way. Install
products rigid, in perfect alignment, free from warp, twist or distortion.
END OF SECTION
07600 -2
DIVISION 7 - THERMAL & MOISTURE
SECTION 07650
GUTTERS & DOWNSPOUTS
PART 1- GENERAL
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
1.1 STANDARDS
Conform to profiles and sizes shown, and comply with "Architectural Sheet Metal
Manual" by SMACNA, for each general category of work required.
1.2 SCOPE OF WORK
A. The scope of work described by this Section includes all labor and material required for the
complete installation of aluminum gutters and PVC downspouts at Building `B" as part of
work for this project.
1.3 SUBMITTALS
Submit manufacturer's product data and installation procedures.
1.4 RELATED WORK
See Section 07600 Flashing and Sheet Metal Work; For approved sealants see Section 07900 -
Sealants
1.5 COLOR
Color of gutters and downspout drops will be selected by the Architect from Manufacturer's
standard colors.
PART 2 - PRODUCTS
2.1 GUTTERS & DOWNSPOUT DROPS
Pre - formed, pre - finished .032" aluminum gutters and downspout drops. Color of gutters to be
selected from manufacturer's standard colors.
.2.2 EXPANSION JOINTS
Provide for thermal expansion of running sheet metal work, by overlapping and
interlocking joints in fabricated work as recommended by manufacturer.
2.3 FASTENERS
Manufacturer's standard metal brackets and hangers secured to fascia with screws
2.4 SEALANT
One part Polysulfide sealant TREMCO Dymonic or approved equal.
2.5 DOWNSPOUTS
4" Dia. PVC downspouts as shown on drawings. Downspouts and Tee are to be painted color
selected by Architect
2.5 DOWNSPOUT STRAPS
.032" pre - finished aluminum metal straps - secure downspout to concrete wall surface — space at 3
07650 -1
1r
L
a
per downspout.
2.6 DOWNSPOUT DROP
4 "dia .032" aluminum drop section Finish of drop section to match gutter.
2.7 DOWNSPOUT ADAPTER
Iwo a. At connection of elbow to PVC downspout, provide 4" dia adapter to transition the 3" x 5"
elbow to the 4" dia PVC downspout... Adapter to be painted to match the downspouts.
2.8 SPLASH BLOCKS
Install precast concrete splash blocks at the base of all downspouts.
PART 3 - EXECUTION
3.1 ANCHORAGE
Anchor work in place with noncorrosive fasteners, adhesives, setting compounds, tapes and other
materials and devices as recommended by manufacturer of each material or system. Provide for
thermal expansion and building movements. Comply with recommendations of "Architectural Sheet
Metal Manual" by SMACNA.
3.2 CAULKING
Seal moving joints in wood and metal work with elastomeric sealants, complying with FS 001543.
Install sealant continuously where flashing adjoins another material.
los
li
3.3 CLEANING
Clean metal surfaces of all substances which could cause corrosion.
3.4 INSTALLATION
Do not install products that are observed to be defective in any way. Install
products rigid, in perfect alignment, free from warp, twist or distortion.
is
END OF SECTION
07650 -2
•
DIVISION 7 - THERMAL & MOISTURE CITY OF TUKWILA
SECTION 07900 MINKLER SHOPS — RE -ROOF
SEALANTS
PART 1- GENERAL
1.1 SCOPE
The scope of work described by this Section includes all labor and material required for the
complete installation of the general sealant application as shown on the Drawings.
1.2 RELATED WORK
Sealants are to be installed by sub - contractors as part of their installation of the
following.
Section 07400 SBS Membrane Roofing
Section 07600 Flashing & Sheet Metal
Section 07650 Gutters & Downspouts
1.3 COLORS
Manufacturer's standard highest- performance color; except "black" where exposed to view. Color of
sealant will be selected by Architect from manufacturer's standard colors.
1.4 COMPATIBILITY
Provide materials selected for compatibility with each other and with substrates in each joint system.
1.5 SUBMITTALS
Submit manufacturer's product data and color selections for each sealant type
1.6 QUALITY ASSURANCE
A. Engage an Installer who has experience in the application of sealants
on past projects that were similar in design and extent to the work of this Project.
B. Provide elastomeric joint sealants that have been produced and installed to establish and
maintain watertight and airtight continuous seals without causing staining or deterioration of
joint substrates.
PART 2 - PRODUCTS
2.1 SEALANTS FOR GENERAL EXTERIOR USE
Single- Component Polysulfide Sealant: ASTM C 920 Type S Class 25, or FS TT-S- 00230C Class A,
or single- component polyurethane sealant: ASTM C920 Type M, Grade NS, Class 25. TT-S-
00227E.
A. Approved products -
"Synthacalk GC -9 as manufactured by Pecoral Corporation
"Dymeric 511" as manufactured by Tremco Construction Products
"Thiokol 1 -P" as manufactured by Morton Industrial Coatings
07900 -1
�'- 2.2 JOINT FILLERS
Provide and install joint fillers as recommended by the manufacturer for the specific
installation
2.3 PRIMERS
Provide and install primers as recommended by the manufacturer for the specific substrate.
PART 3 - EXECUTION
3.1 WEATHER CONDITIONS
Do not proceed with installation of joint sealants when ambient and substrate temperature
conditions are outside the limits permitted by sealant manufacturer, or when joint substrates are wet.
iii
3.2 CLEAN JOINT SURFACES
Clean joint surfaces and prime or seal as recommended by sealant manufacturer.
3.4 JOINT CONFIGURATION
A. Install sealants to size and shape shown or, if not shown, with "hour- glass"
section profile and as follows:
C. elastomeric sealants, non - traffic joints Depth equal to 50% of normal joint
width, but not more than 1 /2" and not less than 1/4".
r■ •
r
3.3 SUPPORT
Support sealants from back with construction as shown, or with joint filler or backer rod.
3.5 TOOLING
Sealant shall be applied to the joint and then "tooled in" to provide a smooth
appearance. All excess sealant material shall be removed and the surfaces wiped clean.
3.6 PROTECTION
Protect joint sealants during and after curing period from contact with contaminating
substances or from damage resulting from construction operations.
END OF SECTION
07900 -2
DIVISION 9 - FINISHES
SECTION 09900
PAINTING
PART 1- GENERAL
A. Parker Paints
B. Preservative Paints
C. Miller Paints
D. Sherwin Williams
2.2 MIXING
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
1.1 SCOPE
The scope of work described by this section includes all material and labor required for the surface
preparation and the exterior painting of the PVC downspouts as scheduled herein and as shown on
the Drawings.
1.2 SUBMITTALS
In addition to manufacturer's data, application instructions and label analysis for each coating
material, submit samples for Architect's review of color and texture only.
1.3 SAMPLE
On 8-1/2'x11" hardboard, provide 2 samples of each color and material, with texture to simulate
finish conditions.
1..
1.4 DESCRIPTION OF WORK
A. Paint new PVC downspouts.
1.5. RELATED WORK ims
See Section 07600 Flashing & Sheet Metal & Section 07900 Sealants.
1.6 RECORD IF PAINT MATERIALS
The Contractor shall, on completion of the work, deliver to the Park's Department, in the form
prescribed in Section 01730 under "Operation and Maintenance Manual" following information:
A. Paint manufacturer's name (Brand name)
B Color schedule showing location, substrates, colors, sheens. 1..
C. Color names and color numbers
D. Local sources (address and phone no.) for each paint material used.
E. Manufacturer's instructions for application, maintenance, etc.
F. Manufacturer's instructions for touch -up and repair of finished surfaces.
PART 2 - PRODUCTS
2.1 PAINT MATERIALS
The following manufacturer's products are acceptable to the Owner:
09900 -1 wr
ry
On -site mixing or tinting is not allowed.
Iwo
A. PVC Downspouts- lightly sand surface and apply one coat of primer designed to provide
paint bond to PVC, and two coats alkyd enamel, satin.
+r.
PART 3 - EXECUTION
3.1 DELIVERY AND STORAGE
Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name,
trade name, and label analysis. Store where indicated in accordance with manufacturer's instructions.
3.2 PROTECTION
Protect work of other trades. Correct any painting related damages by cleaning, repairing or
replacing, and refinishing, as directed by Architect.
3.3 MOISTURE CONDITIONS
Yaw Substrate moisture content - test for moisture content by use of an approved electronic moisture
meter, to assure that substrate moisture content does not exceed 17% for plaster, concrete masonry,
drywall, and plywood siding, and 19% for wood trim
3.4 COORDINATION
Provide finish coats which are compatible with prime paints used. Provide barrier coats over
incompatible primers where required. Notify Architect in writing of anticipated problems using
l specified coatings with substrates primed by others.
3.5 JOB CONDITIONS
Do no exterior work during damp, rainy, or frosty weather or when temperature is below 50 degrees,
or until surfaces have thoroughly dried from the effects of such weather. Protect work from wind
blown dust and debris. In the event that surfaces that are not scheduled to be painted are splashed
with paint or otherwise disfigured, and if the paint cannot be removed, the Contractor shall be
responsible to remove and replace that material.
3.6 SURFACE PREPARATION
Perform preparation and leaning procedures in strict accordance with coating manufacturer's
instructions for each substrate condition.
2.3 EXTERIOR PAINT SCHEDULE
3.7 MATERIAL PREPARATION
Mix, prepare, and store painting and finishing materials in accordance with manufacturer's
directions.
3.8 APPLICATION
A. Apply painting and finishing materials in accordance with manufacturer's directions. Use
applicators, and techniques best suited for materials and surfaces to which applied.
3.10 PROTECTION OF COMPLETED WORK
Erect barriers as required and post warning signs. Prohibit dust generation activities when paint
09900 - 2
applications are applied or are curing.
3.11 TOUCH -UP
After completion of painting and finishing in any one room or area, repair surfaces damaged by
other trades and requiring touch -up or re- finishing. Perform this work at the expense of the trade
causing the damage.
END OF SECTION
09900 - 3
rs
1
CITY OF TUKWILA RE -ROOF OF BUILIDNG "B"
MINKLER SHOPS, TUKWILA, WA
APPENDIX "A"
CLIENT:
P.O. #:
Project:
Contact:
Turnaround:
Roger Running
3 - 5 Days
Attached is the result of analysis of one bulk sample submitted for asbestos identification: lab ID #2007 -03 -162.
The sample was analyzed in accordance with method EPA - 600 /R- 93/116: "Method for the Determination of
Asbestos in Bulk Building Materials ".
Unless otherwise noted, the sample was inhomogeneous; subsamples of components were analyzed to achieve
representative analysis. Separate layers of layered samples are analyzed and reported separately. Unless
otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). CVES concentrations
are reported in 2 to 3 percent ranges for fiber concentrations ranging from 1 -10 %, and 5 percent ranges for
concentrations greater than 10 %. Samples in which asbestos was not observed are reported as "none
detected ".
Limitations and Uncertainty:
Factors such as sample quality, sample size, interfering matrix material, fiber size, and fiber concentration
contribute to the uncertainty of asbestos concentration measurements in bulk materials. Relative errors
exceeding 100% may occur in samples containing <1 -10% asbestos. Relative errors are typically below 30% in
samples with greater than 10% asbestos, and approach zero as the asbestos concentration approaches 100 %.
Asbestos fibers with diameters below approximately 0.25 micrometers are not detectable by PLM. These
extremely fine fibers may occur in such products as floor tile, adhesives, and cement products. This limitation
can be overcome, however, by the use of alternate analytical methods, such as Transmission Electron
Microscopy (TEM).
The sample analyzed in this report was provided by third parties not subject to control by PACIFIC RIM
ENVIRONMENTAL, INC. (PRE). Consequently, the results presented represent microscopic examinations in
PRE laboratory facilities and PRE makes no representation as to sample collection techniques or procedures.
Test results pertain only to the samples submitted for analysis.
This report cannot be represented by the client to claim product endorsement by NVLAP or any agency of the
U.S. Government.
This report shall not be reproduced except in full without written permission of the laboratory.
NVLAP Accredited LAB # 101631 -0
Samples submitted by: Third Party
Corporate Office
6510 Southcenter Blvd'., Ste. #4
Seattle, WA 98188
Phone: (206) 244 -8965
Fax: (206) 244 -9096
PACIFIC RIM ENVIRONMENTAL, INC.
SEATTLE www.pacrimenv.com ANCHORAGE
BULK SAMPLE ANALYSIS REPORT
City of Tukwila
14000 Interurban Avenue South
Tukwila, WA 98168
PW G 37917
Minkler Roof Replacement
PRE #:
Report #:
Report Date:
Report By:
Date Received:
Date Analyzed:
Analyst:
Page:
Reports reviewed by:
Approved Signatory
2007.0381
2007 -03 -162
03/22/2007
Stacy Huddle
03/21/2007
03/22/2007
Fred Golloway
1 of 2
Anchorage Office
Phone (907) 569 -8081
w,%pacrimenv com
Client/Field
Number
Sample
Location and Description
Asbestos Type / %
Other Material
Date
Analyzed
1
Tar roofing (layer 1 through
layer 6) on tar (layer 7)
Layer 1 (Tar Roofing):
None Detected
Layer 1: Cellulose ( <1 %),
Fiberglass (3 -5 %), Tar.
03/22/07
2007 -03 -162
with yellow, fibrous
material (layer 8), brown
paper (layer 9) on tar felt
Layer 2 (Tar Roofing):
None Detected
Layer 2: Cellulose ( <1 %),
Fiberglass (3 -5 %), Tar.
(layer 10) on tar felt (layer
11) and brown fibrous
material with tar (layer 12).
Layer 3 (Tar Roofing):
None Detected
Layer 3: Cellulose (<1%),
Fiberglass (15 -20%), Tar.
Note: Top to bottom
orientation of layer 1 - layer
Layer 4 (Tar Roofing):
None Detected
Layer 4: Cellulose (<1 %),
Fiberglass (15 -20%), Tar.
6 and layer 7 through layer
12 is uncertain.
Layer 5 (Tar Roofing):
None Detected
Layer 5: Cellulose ( <1 %),
Fiberglass (15 -20%), Tar.
Layer 6 (Tar Roofing):
None Detected
Layer 6: Cellulose (1 -3 %),
Fiberglass (5 -7 %), Tar.
.
Layer 7 (Tar):
None Detected
Layer 7: Cellulose (<1%),
Fibrous Glass (<1 %), Tar.
Layer 8 (Insulation):
None Detected
Layer 8: Cellulose ( <1 %),
Fibrous Glass (80 -85 %),
Binder, Tar.
Layer 9 (Paper):
None Detected
Layer 9: Cellulose (85 -90%),
Binder, Tar.
Layer 10 (Felt):
Chrysotile 10 -15%
Layer 10: Cellulose (30-
35 %), Tar.
Layer 11 (Felt):
None Detected
Layer 11: Cellulose (35-
40%), Tar.
Layer 12
(Brown Material):
Layer 12: Cellulose (80-
None Detected
85 %), Tar.
L
Iwo
L.1
if
CLIENT:
P.O. #:
Project:
Contact:
Turnaround:
City of Tukwila
14000 Interurban Avenue South
Tukwila, WA 98168
PWG 37917
Minkler Roof Replacement
Roger Running
3 -5Days
PACIFIC RIM ENVIRONMENTAL, INC.
BULK SAMPLE ANALYSIS REPORT
PRE #:
Report #:
Report Date:
Report By:
Date Received:
Date Analyzed:
Analyst:
Page:
2007.0381
2007 -03 -162
03/22/2007
Stacy Huddle
03/21/2007
03/22/2007
Fred Golloway
2of2
City Tukwila
I
tiewl 6 Superintendentt
Fac
3 -7146 Ext. 1420
71-
CLIENT
CONTACT:
PHONE: c9(vi te, - 1146 ev
FAX: RV() - at.11- oCo I
SAMPLE DATE
ng(�ci.tukwila.wa.as In of Custody
iyOcr 1 Mtn Jan AveS
U 1 C, Tal ( PROJECT #:
SAMPLE NUMBER
PROJECT NAME:
t4z, ADDRESS:
ANALYSIS TYPE
` .l
PRE #:
SAMPLE TYPE:
ASBESTOS SAMPLE
LEAD SAMPLE
OTHER
SUMMARY
TURNAROUND:
RUSH <2 HOURS
2 -24 HOURS
24 -48 HOURS
L . „.....8 1 :5 DAYS
OTHER
SAMPLE DESCRIPTION /COMMENTS
14000 Interurban Ave. S. Tkwlia, Washington 98168 4723
Fax 206-241-5661 Email: rrunning@cidukwila.wa.us
B v r • ; NY/SIGNATURE
rations
r
►CIFIC RIM ENVIRONMENTAL, INC.
i
DATE:
Z1 -
TIME:
r
ACCEPTED BY C MPANY /SIGNATURE
AUTHORIZATION TO RELEASE RESULTS TO THE FOLLOWING:
CONTACT:
CONTACT:
FAX #:
FAX #:
Please check one.
CORPORATE OFFICE: 6510 Southcenter Blvd., Tukwila, WA 98188: Phone (206) 244 -8965, Fax (206) 244-9096, email pre@pacrimenv.com
ANCHORAGE OFFICE: 8501 East 12 Court, Anchorage, AK 99504: Phone /Fax (907) 569-8081, Pager (888) 341 -8081
r r
r
DATE: TIME:
12.00
r
r
February 27, 2008
Roger Running
City of Tukwila
14000 Interurban Av S
Tukwila WA 98168
RE: Request for Permit Application Extension
Development Permit Application No. D07 -309
Minkler Shops — 600 Minkler BI
Dear Mr. Running:
This letter is in response to your written request for an extension to Permit Application No. D07-
309. The Building Official has reviewed your letter and considered your request to extend the
above referenced permit application. The City of Tukwila Building Division will be extending
the expiration date of your permit application for an additional 90 days from the original
application expiration date (through June 10, 2008) as requested.
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
0 151.4 4
arshall
hnician
File: Permit No. D07 -309
Cizy of f Tukwila
Department of Community Development Jack Pace, Director
P:\Pemrit Center\Extension Letters\Pemrit Applications\2007\D07 -309 Application Extension.doc
join
Jim Haggerton, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Jennifer Marshall - Re: Fwd: Permit Appl' Lion NO. D07 -309
From: Bob Benedicto
To: Jennifer Marshall
Date: 02/07/2008 5:07 pm
Subject: Re: Fwd: Permit Application NO. D07 -309
Jennifer,
Thanks for checking, - I probably lost the request.
Anyway, O.K. to extend 180 days
»> Jennifer Marshall 02/07/2008 1:46 pm »>
Just wanted to get a formal okay from you before I send out an extension letter...unless for some reason you
don't grant an extension.
Jennifer
r. b v211291
G.4d dutiloio
Jennifer Marshall - Permit Application NO "`07 -309
From:
To:
Date:
Subject:
To the Building Official:
Roger Running
Jennifer Marshall
02/07/2008 8:04 am
Permit Application NO. D07 -309
City of Tukwila Facilities Maintenance and Operations Department, requests an extension for our permit
No. DO 7 -309. We had put this on hold till we received bids for our project. The bids are in and we will
open next week. We will know the real cost of the permit at that time and if needed, make adjustments.
Thanks.
Roger Running
Superintendent
Facilities Maintenance & Operations
206- 433 -7146
01 -08 -2008
ROGER RUNNING
14000 INTERURBAN AV S
TUKWILA WA 98168
RE: Permit Application No. D07 -309
600 MINKLER BL TUKW
Dear Permit Applicant:
In reviewing our current permit application files, it appears that your permit application applied for on 08/16/2007 , has not been
issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every
permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your
permit application expires on 02/12/2008 .
If you choose to pursue your project, a written request for extension of your application addressed to the Building Official,
demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 02/12/2008. If it is
determined that an extension is granted,'your application will be extended for an additional 90 days from the expiration date.
In the event we do not receive your written request for extension, your permit application will become null and void and your project
will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
xc:
Ter Marshall
it Technician
Permit File No. D07 -309
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
J ennifer Marshall - Re: Minkler Roof Pro'
From:
To:
Date:
Subject:
CC:
Roger,
Bob Benedicto
Roger Running
09/17/2007 2:51 pm
Re: Minkler Roof Project
Jennifer Marshall
Sorry to hear of your non -bid situation.
Our records show that your permit application is due to expire on February 12, 2008. On or about
January 12, 2008, you will get a letter from Jennifer advising you of the impending expiration of your
application. When you receive this notice from Jennifer, you need to request the extension to the
application in writing. Applications are extended in blocks of 90 day intervals provided that the request is
in writing and good cause is demonstrated.
With this extension, you would have until May 2008 to pick up the permit.
If you choose not to go through the above stated exercise, you can cancel the permit application (or let it
expire) and then reapply in April of 2008. You would then loose any fees that you have pre - paid.... Your
choice.. Let me know of your decision...
»> Roger Running 09 /17/2007 1:49 pm »>
HI Bob
Permit number D07 - 309 was taken out prior to selecting a roof contractor in order to get a quick jump on the fall weather. All bids
failed to come in , leaving me with this permit and payment.
Jennifer has been working wit us on this and directed me to write to you.The permit was to be signed by the contractor who was
the successful bidder , none bid. We are going to wait and rebid by April 2008. Ca we keep the permit open and wait to pay this
permit once we have a successful bidder in the Spring?
Page
ACTIVITY NUMBER: D07 -309 DATE: 08 -16 -07
PROJECT NAME: MINKLER SHOPS
SITE ADDRESS: 600 MINKLER BL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
POO
Build g uivision lAj
Public Works ❑
Complete
Comments:
Documents/routing slip.doc
2 -28 -02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
�'Gtl 8• Z �o�
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
n
❑ Permit Coordinator n
Planning Division
DUE DATE: 08-21-07
Not Applicable n
❑ No further Review Required
DATE:
DUE DATE: 09-18-07
Not Approved (attach comments) 17
DATE:
C
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
PACIFSM974B3
Licensee Name
PACIFIC SHEET METAL & RFG LLC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602257640
Ind. Ins. Account Id
#2
Business Type
LIMITED LIABILITY COMPANY
Address 1
111 S SPOKANE ST
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98134
Phone
2066825354
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
6/23/2003
Expiration Date
6/23/2009
Suspend Date
Separation Date
Parent Company
Previous License
PACIFSM37ONT
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
ZAKNICH, NICK W
PARTNER/MEMBER
06 /23/2003
Bond
Amount
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
CBIC
SH3043
01/08/2008
Until
Cancelled
$12,000.00
11/16/2007
TRAVELERS
CAS & STY
Look Up a Contractor, Electric "n or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= PACIFSM974B3 04/02/2008
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CITY OF TUK\n'ILA
AUU 1 5 1007
PERMIT CEN 1 ER
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SHEET TITLE:
SITE PLAN
EXSIT ROOF PLAN
EXIST ROOF
SECTION
PROJ. NO: 0716
DATE: 7-11-07
NEW DOWN
NEW
GUTTE
NEW
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NEW
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PERMIT CENTER
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SHEET TITLE:
NEW ROOF PLAN
NEW ROOF
SECTIONS
REV NO REV. I DA
DWG BY: *in BY
* wtt
PROJ. NO: 0716
DATE: 7-- 11--07