HomeMy WebLinkAboutPermit D04-037 - KINKOS - TENANT IMPROVEMENT•
KINKO'S
112 ANDOVER PARK
EAST
D04 -037
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f9oe �g Cit y of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT
Parcel No.: 0223000045
Address: 112 ANDOVER PK E TUKW
Suite No:
Permit Number DO4 -037
Issue Date: 06/28/2004
Permit Expires On: 04/17/2005
Tenant:
Name:
Address:
Owner:
Name:
Address:
Contact Person:
Name:
Address:
KINKO'S
112 ANDOVER PK E, TUKWILA WA
CRIM INVESTMENTS
PO BOX 30182, SEATTLE WA
PATRICK MOORE
10877 WATSON RD, ST LOUIS, MO
Phone:
Phone: 800 666 -5025
Contractor:
Name: BANKS BROTHRS CONST INC Phone: 651- 644 -1723
Address: 2402 UNIVERSITY AV, SUITE 301A, SAINT PAUL MN
Contractor License No: BANKSBC960J7 Expiration Date: 04/27/2006
DESCRIPTION OF WORK:
DEMOLISHING SOME PARTITIONS; CONSTRUCTION OF 9 NEW OFFICES, NEW BREAKROOM, NEW STORAGE AREA,
INSTALLING NEW FLOOR COVERING (CARPET & TILE), RELOCATING 40+ LIGHT FIXTURES, ADDING NEW SINK IN
BREAK ROOM, NEW EXTERIOR DOOR IN SOUTH WALL, FILL -IN 5'6 "X10'9" ALCOVE IN NORTH WALL. INSTALLING
ELECTRICAL OUTLETS (UNDER SEPARATE PERMIT). RACKING UNDER SEPARATE PERMIT. Public Works activities
include installation of a new RPPA on domestic water in the planting strip and
upgrade of the irrig deduct WM.
Value of Construction: $309,000.00
Type of Fire Protection: SPRINKLERS
Type of Construction: VN
Fees Collected: $3,987.35
Uniform Building Code Edition: 1997
Occupancy per UBC: 0023
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N Private: Public:
Storm Drainage: N
Street Use: N Profit: N Non - Profit: N
doc: Devperm D04 -037 Printed: 04 -08 -2005
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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Water Main Extension: N Private: Public:
Water Meter: Y
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature: Date:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating constru n or the performance of work. I am authorized to sign and obtain this development permit.
Signature: Date:
j Print Name: �J1�
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.
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City of Tukwila
reae
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 0223000045 Permit Number: D04-037
Address: 112 ANDOVER PK E TUKW Status: ISSUED
Suite No: Applied Date: 01/30/2004
Tenant: KINKO'S Issue Date: 06/28/2004
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical
work will be inspected by that agency (206- 835 - 1111).
4: All mechanical work shall be under separate permit issued by the City of Tukwila.
5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
6: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3.
7: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length.
8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
10: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform
Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC.
11: ** *FIRE DEPARTMENT CONDITIONS * **
12: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
concerns:
13: Maintain fire extinguisher coverage throughout.
14: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5)
15: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors
shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of
an approved type. (UFC 1207.3)
16: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (UFC 1207.3)
17: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212)
doc: Conditions D04 -037 Printed: 04 -08 -2005
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...gig City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
18: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003:2.8.4)
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19: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
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and /or adding sprinkler heads.
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20: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions
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and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1)
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21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
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approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
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Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
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#1901)
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22: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance
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#1900 and #1901)
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23: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire
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P revention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC
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1001.3)
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24: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and
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Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900)
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25: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70)
26: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
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description of intended use.
27: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
28: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
29: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
30: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least
24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance.
31: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least
24 hours in advance.
32: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only.
33: Any material spilled onto any street shall be cleaned up immediately.
34: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation
off -site or into existing drainage facilities.
35: The site shall have permanent erosion control measures in place as soon as possible after final grading has been
doc: Conditions D04 -037 Printed: 04 -08 -2005
li t t '�fA'o �r
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� g City of Tukwila
f906
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
i completed and prior to the Final Inspection.
36: The exempt meter work shall include a State Department of Health approved double check valve assembly.
37: PRIOR TO REMOVING THE EXISTING DEDUCT METER CONTRACTOR SHALL CALL PW UTILITIES INSPECTOR, MR GREG
VILLANUEVA AT
(206)571 -6321
(CELL) OR (206)431 -2440 (OFFICE) FOR FINAL READING ON THE OLD DEDUCT METER AND EXISTING DOMESTIC WATER
METER. IF KINKO'S HAS GOT RID OF THE OLD DEDUCT METER WITHOUT PUBLIC WORKS INSPECTOR READING BOTH METERS,
NO DEDUCTION
CAN BE GIVEN
TO THE CUSTOMER FOR THAT TIME. THE DEDUCT METER SHALL READ QUANTITIES IN 100's of cubic feet. The register needs
to be
compatible with the Invensys automatic reading system.
38: All double check valve assemblies shall be approved by the State Department of Health.
39: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State
Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection.
40: CONTRACTOR SHALL PROVIDE ELECTRICAL POWER SUPPLY FOR THE HOT BOX. HOT BOX SHALL BE EQUIPED WITH A
HEATER; HEAT TAPE IS
NOT ALLOWED. ELECTRICAL PERMIT SHALL BE OBTAINED FROM WASINGTON STATE DEPARTMENT OF LABOR INDUSTRIES AT
(206) 248 -6630.
* *continued on next page **
1
doc: Conditions D04 -037 Printed: 04 -08 -2005
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City of Tukwila
1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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.
I
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. t
A
Signature:
Print Name: / -4i
Date: l � I
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03 - 01 - 2005
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
PATRICK MOORE
10877 WATSON RD
ST LOUIS, MO 63127
RE: Permit No. D04 -037
112 ANDOVER PK E TUKW
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the -
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not.
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -tine extension up to 180 days.
Extension requests must be its writing and Provide satisfactory reasons why circumstances beyond the applicants control have
prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 04/17/2005, your permit will become null and
void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefania Spencer,
Permit Technician
xc: Pen-nit File No. D04 -037
Bob Benedicto, Building Official
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
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City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT
Parcel No.: 0223000045 Permit Number D04 -037
Address: 112 ANDOVER PK E TUKW Issue Date: 06/28/2004
Suite No: Permit Expires On: 12/25/2004
Tenant:
Name: KINKO'S
Address: 112 ANDOVER PK E, TUKWILA WA
Owner:
Name: CRIM INVESTMENTS Phone:
Address: PO BOX 30182, SEATTLE WA
Contact Person:
i Name: PATRICK MOORE Phone: 800 666 -5025
Address: 10877 WATSON RD, ST LOUIS, MO
Contractor:
Name: BANKS BROTHRS CONST INC Phone: 651 - 644 -1723
Address: 2402 UNIVERSITY AV, SUITE 301A, SAINT PAUL MN
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Contractor License No: BANKSBC96037 Expiration Date: 04/27/2006
DESCRIPTION OF WORK:
DEMOLISHING SOME PARTITIONS; CONSTRUCTION OF 9 NEW OFFICES, NEW BREAKROOM, NEW STORAGE AREA,
INSTALLING NEW FLOOR COVERING (CARPET & TILE), RELOCATING 40+ LIGHT FIXTURES, ADDING NEW SINK IN
BREAK ROOM, NEW EXTERIOR DOOR IN SOUTH WALL, FILL -IN 5'6 "X10'9" ALCOVE IN NORTH WALL. INSTALLING
ELECTRICAL OUTLETS (UNDER SEPARATE PERMIT). RACKING UNDER SEPARATE PERMIT. Public Works activities
include installation of a new RPPA on domestic water in the planting strip and
upgrade of the irrig deduct WM.
Value of Construction: $309,000.00 Fees Collected: $3,940.35
Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997
Type of Construction: VN Occupancy per UBC: 0023
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
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Water Main Extension:
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Private: Public:
Water Meter:
Y
Continued Next Page
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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Permit Center Authorized Signature: Qijcc Date: ;
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I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
i ordinances governing this work will be complied with, whether specified herein or not.
The granti g s permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating co uction or the performance of work. I am authorized to sign and obtain this development permit.
Signature: Date:
Print Name:
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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.
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.� _ 444111 City of Tukwila
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 0223000045
Address: 112 ANDOVER PK E TUKW
Suite No:
Tenant: KINKO'S
Permit Number:
Status:
Applied Date:
Issue Date:
D04 -037
ISSUED
01/30/2004
06/28/2004
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical
work will be inspected by that agency (206- 835 - 1111).
4: All mechanical work shall be under separate permit issued by the City of Tukwila.
5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
6: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3.
7: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length.
8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
10: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform
Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC.
11: ** *FIRE DEPARTMENT CONDITIONS * **
12: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
concerns:
13: Maintain fire extinguisher coverage throughout.
14: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5)
15: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors
shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of
an approved type. (UFC 1207.3)
16: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (UFC 1207.3)
17: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212)
doc: Conditions D04 -037 Printed: 06 -28 -2004
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
18: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4)
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19: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
and /or adding sprinkler heads.
20: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions
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and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1)
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21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
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approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
CO) d
#1901)
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22: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance
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#1900 and #1901)
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23: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire
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Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC
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1001.3)
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24: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and
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Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900)
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25: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70)
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26: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
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description of intended use.
27: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
28: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
29: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
30: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least
24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance.
31: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least
24 hours in advance.
32: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only.
33: Any material spilled onto any street shall be cleaned up immediately.
34: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation
off -site or into existing drainage facilities.
35: The site shall have permanent erosion control measures in place as soon as possible after final grading has been
doc: Conditions D04 -037 Printed: 06 -28 -2004
i
�g City of Tukwila
' Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
completed and prior to the Final Inspection.
36: The exempt meter work shall include a State Department of Health approved double check valve assembly.
37: PRIOR TO REMOVING THE EXISTING DEDUCT METER CONTRACTOR SHALL CALL PW UTILITIES INSPECTOR, MR GREG
VILLANUEVA AT
(206)571 -6321
(CELL) OR (206)431 -2440 (OFFICE) FOR FINAL READING ON THE OLD DEDUCT METER AND EXISTING DOMESTIC WATER
METER. IF KINKO'S HAS GOT RID OF THE OLD DEDUCT METER WITHOUT PUBLIC WORKS INSPECTOR READING BOTH METERS,
NO DEDUCTION
CAN BE GIVEN
TO THE CUSTOMER FOR THAT TIME. THE DEDUCT METER SHALL READ QUANTITIES IN 100's of cubic feet. The register needs
to be
compatible with the Invensys automatic reading system.
38: All double check valve assemblies shall be approved by the State Department of Health.
39: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State
Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection.
40: CONTRACTOR SHALL PROVIDE ELECTRICAL POWER SUPPLY FOR THE HOT BOX. HOT BOX SHALL BE EQUIPED WITH A
HEATER; HEAT TAPE IS
NOT ALLOWED. ELECTRICAL PERMIT SHALL BE OBTAINED FROM WASINGTON STATE DEPARTMENT OF LABOR INDUSTRIES AT
(206) 248 -6630.
* *continued on next page **
doc: Conditions D04 -037 Printed: 06 -28 -2004
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{ i9DB
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
'1
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.
i
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 const cti r the performance of work.
Signature: Date:
Print Name:
U(Jd�
doc: Conditions D04 -037 Printed: 06 -28 -2004
MIN 111 "Now
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JAN 26 '04 04:09PM TUKWILA DCD /PW
CITY OF TUKWILA ''`
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd,, Suite 100
Tukwila, WA 98188
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 Prinit**
King Co Assessor's Tax No,: n 223 0o D o45
Site Address: :I I AND" Fs PA&1~G r.A-3T Suite Number: 0 C44 a Floor: '
Tenant Name; K INK0 New Tenant: E] .... Yes g KIN o
Property Owners Name; C R 1 M 14 465T MEAT
Mailing Address: 0 - PDX 901 9 7- W Ar 1
city - ' state Zip
Name: PA TE t G k MOD Day Telephone: ( 0 1(bzl)
Mailing Address 10 911 W AT- N 1QPV S'T, LOU is A40 6311 -1
city state Zip
Mailing Address:
City state zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number; Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the tithe of permit issuance **
Company Name:_ 6b,Lw
Mailing Address: 10 W&=O ROAD 9T., Louis . Jun 6 31 Z'y
city state zip
Contact Person: RAt A W Day Telephone: Mm & b - S O 2�;'
E -Mail Address: tt.tka5@ Cam _ Fax Number: '2j- 4 I r.Z
Company Name:
Mailing Address: 0 -0"�`1 W �U O S'T• .alit , `rV�C� X0 12'1'
city 1 1 State Zip
Contact Person: t 1 L N ite F .K Day Telephone (TO-0)
E -Mail Address: �{, i kcZS 0 -corn Fax Number:, _ S v 4-i6 Z
1app1iaetiod9lpetAfit IPP11480011 (3.2003)
V2003 Page 1
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Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed inform
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Will there be new rack storage? (Yes ❑ 1, No If "yes ", see Handout No. for requirements.
N ►r1 E 2 1 M et 2 1 1004 1, I I M 6F1 5YELL :5 MCLVE3 WILL bE KSTAUI.Lb N SrtV 461✓ AWAS,
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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 for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: — Compact: Handicap:
Will there be a change in use? ❑ ....Yes M If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
sprinklers ❑ ..Automatic Fire Alarm ❑..None ❑ , Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? B_**, Yes ❑ ,. No
!f "Yes ", attach list ofmateriAi4nd storage locations on a separate 8.112 x 11 paper indicating quantities and Material Safety Data Sheets.
1 LIC 76 TW5 AA 014 T41; dWYWd; 6V519Es5 ) k4+4 co S STM453 PAPER t
(APPRIW W A - I i; bo O.F 0% fA PeR)
�pplie�tioaalPcrml} �pPllenlioo (3.zoD3)
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W -1 1
Call before you Dig! 1 - 800.424.6555
:• iq t i t:�Piolf tfi S li' ilft
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Water District
[] ..,Tukwila Q.r. Water District #125 C] Highline ❑ ,,.Renton
[]—Water Availability Provided
Sewer District
❑ ...Tukwila 13 ... valvue ❑ .. Renton ❑ ...Seattle
[]_Sewer Use Certificate [:].,.Sewer Availability Provided ❑ r. Approved Septic Plane Provided
❑ ..,Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department,
Submitted with Aooliestlon (mark boxes which apply):
❑ .,,Civil Plano (Moaimum Paper Size —22 x 34
❑ ,,.Technical Information Report (Storm Drainage) ❑ .. Gootechnical Report ❑ ... Traffic Impact Analysis
,..Bond [3.. Insurance ❑ ., Easements) Fl,. Maintenance Agreement(s) ❑ r.. Hold Harmless
Proposed Activitleslmoirk -boxa that apply):
❑ ,.,Right -of -way Use - Nonprofit for less than 72 hours ❑ „ Right -of -way Use - Profit for loss than 72 hours
[] .,.Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance
❑ ...Construction /Excavation/Fill � Right -of -way
Non Right -of -way
❑ .,,Total Cut cubic yards ❑ .. Work in flood Zone
[:],..Total Fill cubic yards ❑ .. Storm Drainage
0 _' Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor
❑ ... or Remove Utilities p ,. Curb Cut ❑ .r Channeliudon
C] ...Frontage Improvements ❑ .. Pavement Cut ❑ r. Trench Excavation
❑ ...Tnsffic Control ❑ .. Looped Fire Line ❑ .. Utility Undorgrounding
❑ ...Backflow Provention - Fire Protection "
Irrigation "
Domestic Water
❑ ...Permanent Water Meter Size,,, " WO#
❑ ..,Temporary Water Meter Size,. 90 WO#
❑ ...Water Only Meter Size , ..1,.,1,1.. WO# ...Deduct Water Meter Size
❑ ...Sower Main Extension ............Public Private
❑ ,..Water Mtun Extension .............Public Private
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ,.,Sewer Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
city stele Zip
Water Meter Rcfitnd/Billimxs
.Name: Day Telephone:
Mailing Address;
Ci(Y state Zip
1appUaadOn1Npetm1t Applic&dW (3.200)
9/2003 Page 3
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Scope of Work (please provide detailed information); No b t�K 1 -5 f✓"D 10 ThE WK14G Ate- -
JAN 26 '04 04 :i2PM TUKWILA DCD /PW
MECHANICAL CONTRACTOR INFORMATION
t` 0 MCE 6 l M I CAL , Wales 1 3 MCrf
P.5
Company Name:
Mailing Address:
City Mete Zip
Contact Person: Day Telephone:
E -Mail Address:
Fax Number:
Contractor Registration Number: Expiration bate:
" *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance* #
Valuation of Project (contractor's bid price): S
Scope of Work (please provide detailed information): Wo M N A N 1 C A L WoV K 15 i MOV03 M
Use: Residential: New .. Q Replacement Q
Commercial: New .,.. Q Replacement ....
Fuel Typ e; Electric,.,,,Q Gas ....Q Other:
Indicate type of mechanical work being installed and the quantity below:
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0 119101.. I'
.
Furnacc<I00K BTU
Air Han ling nit
>- CFM
Other Mechanical
Equipment
0 -3 HP 1 00 BTU
Fumace>100K BTU
— Evaporator Cooler
3 -15 HP /500,000 BT
Floor Furnace
Ventilation Fan
15.30 1,000,000 BTU
Suspended /Wall/ Ivor
Mounted Heater
Ventilation System
30.50 HP /1,750,000 BTU
Appliance Vent
Hood
50+ HP /1,750,000 BTU
_
Heamefiiglcoolins
System
Incinerator • Domestic
Air Handling Unit
•10,000 CFM
Incinerator — Comm/In
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 Centcr to comply with current fee schedules.
Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
• The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in Section 107,4 of the Uniform Building Code (current edition), No application shall be extended more than once,
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BF, TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: Date f117-6 1b+
FrintName: PAM Cif _ �- • M d l� Day Telephone;
Mailing Address: W 1111 WAMD N R 4AT!2. 5 Y. U0 �1ti0 tj, 1�
City I state zip
Datc Applicatlon�ed: Date Application Expires: Staff Intl r
\ippLrca1ion8*Mic oppliowon (3.2003)
3/2003 Page 4
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IF
s/ LL DRAWINGS TO BE'STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIL ENGINEER
✓ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN 0:
BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUMMED �
❑ [T Complete Legal Description
❑ ❑ -Metro; Non - Res idential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H•13). Business DeclaratW required (Form H•10).
Four of working drawings (five(S) lets for structural work, which Include:
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
063. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
Recycle collection location and area calculations (change of use only)
0/j r . Location and screening of outdoor storage (change of use only)
P7, Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries,
d (p8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use
only)
oipg identify location and size of existing trees that are located i sensitive areas and buffer UNIC 18.45,040), of those,
Identify by size and species which are to be removed and saved
01P 10. Landscape plan with irrigation and existing trees to be saved by size and species ( exterior changes or change of us e
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest'finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civii/slte plan information required for Public Works Review (Form H -9).
❑ Floor plant show location of tenant space with proposed use of each room labeled
❑ 0 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous m aterilaig dimensions of proposed tenant space.
❑ Vicinity Map showing location of site
❑ ❑" Rack Storages if adding new racks or Altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, Include dimensions of height, length, and width of
rack. Structural calculations are required rack storage feet and over.
❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ Construction details
i ❑
Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed
sprinkler system design criteria as identified by the Fire Department. 4e &9AN4.a'S RfU90.60,A,
❑ ❑
Washington State Non-Residential Energy Code Data shall be noted on the construction drawings.
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It�ptstotllu. t31�Yt 8 Zc?Po SAD
. SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
I ❑
i
Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
i
land use'or SEPA decisions.
r
E ❑
Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (306) 296-4787. (Form H -5)
j ❑ ❑
Copy of Washington State Department of labor and Industries Valid Contractor's License. If no contractor
has been selected at time of application a copy of this license will be required before the permit Is Issued
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JAN 26 1 04 04 :i3PM TUKWILA DCD /PW
Washington State Department of Labor and Industries — Tukwila
12806 Gateway Drive
Tukwila, WA 98168
(206)835 -1111 (inspections)
(206)835 -1000 (general information)
Public Health — Seattle dt King County
14350 SE Eastgate Way
Bellevue, WA 98007
(206)296 -4932
P.7
Plumbing inspectors are available by phone from 7:30 to 8:20 AM only, Monday through Friday, and are available to
walk -in customers between 8 :00 AM and 8 :30 AM to review drawings and answer questions. No appointment is
necessary during that time. Doors do not open prior to 8:00 AM
■ Inspection Requests outside Seattle: 206 - 296 -4928
■ Permit Hours: 8:00 AM to 4;00 PM, Monday, Tuesday, Wednesday, Friday
Permit Hours: 10:30 AM to 4 :00 PM, Thursday
Updated: 10/2003
Tukwila Water
Water District No. 125
(Russ Austin)
2849 South 150' Street
SeaTac, WA 98188
(206)242 -9547
Val Vue Sewer District
(Dana Dick)
14816 Military Road S
Seattle, VISA 98168
(206)242 -3236
,lighline Water District
(Keith Harris, ext. 142)
23828 — 30" Street
Kont, WA 98032
(206)824 -0375
Renton Sewer
(John Thogson)
3555 NEV Street
Renton, WA 98056
(425)235 -2585
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City of Tukwila
re
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
i Parcel No.:
0223000045
Permit Number D04-037
Address:
112 ANDOVER PK E TUKW
Status: PENDING
Suite No:
Applied Date: 01/30/2004
Applicant:
KINKO'S
Issue Date:
Receipt No.: R04 -00100 Payment Amount: 1,406.70
I
Initials: SKS Payment Date: 01/30/2004 09:17 AM
i User ID: 1165 Balance: $2,168.65
l
Payee: CASCO
TRANSACTION LIST:
Type Method Description Amount
- -- - -- ---------------- - - - - -- - - - -
Payment Check 68488 1,406.70
i
s
ACCOUNT ITEM LIST:
I Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
PLAN CHECK - NONRES 000/345.830 1,406.70
I .
Total: 1,406.70
t
7.1.37 02/02 911.0 i OTAL. 1406.7
doc: Receipt Printed: 01 -30 -2004
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g City of Tukwila
1986 �
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
i
RECEIPT
r Parcel No.: 0223000045 Permit Number:
Address: 112 ANDOVER PK E TUKW Status:
Suite No: Applied Date:
Applicant: KINKO'S Issue Date:
D04 -037
APPROVED
01/30/2004
Receipt No.: R04 -00797
Initials: SKS
User ID: 1165
Payment Amount: 2
Payment Date: 06/28/2004 02:32 PM
Balance: $0.00
Payee: BANKS BROTHERS CONSTRUCTION INC.
TRANSACTION LIST:
Type Amount
- - - - -- Method Description - - - - --
Payment Check 058047 2,533.65
ACCOUNT ITEM LIST:
Description
------------------------
BUILDING - NONRES
PW BASE APPLICATION FEE
PW PERMIT /INSPECTION FEE
PW PLAN REVIEW
STATE BUILDING SURCHARGE
Account Code Current Pmts
---------- - - - - -- ------ - - - - --
000/322.100 2,164.15
000/322.100 275.00
000/342.400 45.00
000/345.830 45.00
000/386.904 4.50
Total: 2,533.65
2281,06/29 970 MTAL 2533.65
doc: Receipt -- Printed: 06 -28 -2004
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A Cit -.of Tukwila
y
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0223000045
Address: 112 ANDOVER PK E TUKW
Suite No:
Applicant: KINKO'S
RECEIPT
Permit Number D04 -037
Status: ISSUED
Applied Date: 01/30/2004
Issue Date: 06/28/2004
Receipt No.:
R04 -00868
Payment Amount:
47.00
Initials:
SKS
Payment Date:
07/13/200411:44 AM
User ID:
1165
Balance:
$0.00
Payee: ROBERT D. WILLIAMS
TRANSACTION LIST:
Type Method Description Amount
- -- - -- ----------------- - - - - -- - - - - -- -
Payment Check 3139 47.00
I
j
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
i ---- ------ -- ------- ----- - - - - -- ---------- - - - - -- ------ - - - - --
I PLAN CHECK - NONRES 000/345.830 47.00
Total: 47.00
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,
2719 07/14 9710 TOTAL. 4700
doc: Receipt Printed: 07 -13 -2004
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INSPECTION RECORD'
Retain a copy with permit
INSP CTION NO. PER
CITY OF TUKWILA BUILDING DIVISION,
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pr 'ect: L' T i
Type of Inspecoon:,
i. —,
Ad ress: .t / f
Date Called:
Sp c a I structions:
Date Wante
Requester:
Phone No:
O (.e - c
Receipt No.: Date:
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I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
INSPECTION RECORD
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INSPECTION N0. PERMIT N
.CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
F] Approved per applicable codes.
COMMENTS:
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Project: �:
Type of Inspection; ,
Address: /
Date Called: j C
Special Instructions:
Date Wanted: a.m.
Requester:
Phone No:
Ins p or: Date.
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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6300 Southcenter Blvd., #100, Tukwila,'WA 98188 (206)411 -3670
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 6)431-3670
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INSPECTION NO. PE I NOA
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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.6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
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City Of Tukwila S teven M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits
Authorized
FINALAPP.FRM
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Rev. 2/19/98
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax. 206 -575 -4439
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Intellident:
Communications
Encoder Register
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Posit'`
1 -1/2" (ON 40mrn) and 2" (ON 50riim) Sizes
APPLICATION AND FEATURES
The Invenssys ICE Register is an absolute encoder that
provides totally- accurate and error-free meter readings
through magnetic -field sensing of the rotational
positions of its odometer wheels. It also provides greater
reading resolution, reliability; end -user options and
other benefits. It is totally compatible for integration
Into existing Invensys AMR Syste=ms as TouchRead",
RadioRead", PhoniteadO. It is fully - compliant with
ANSI /AWRTA Encoder Standard 0707 -82 (R -92), and has
been assigned U.S. Patent. #f 5,796,250.
There are eight odometer wheels and a combination
testing and leak detection pointer. In that it provides
greatly enhanced reading value resolution with all eight
of its odometer wheels being active, printed. -on zeros on
the dial face me no longer meaningful and have been
eliminated
OPERATION
'I1he iCL' Register utilizes "inagnetic -field position -
sensing" technology to determine the rotational
position of each odometer wheel and Its numerical
value. The electronic reading of data for TouchRead and
AMR applications Is derived directly From the rotational
position of the register's odometer wheels, thereby
hnuting a totally accurate reading value. The design
eliminates the use of mechanical wipers a»d contacts
that are a source of friction and torque -load, and
eliminates snap-action spring mechanisnns that add a
loud Loa meter's nmcasuring element. In that no torque is
developed beyond that It a standard, visual -read register;
the Invensys ICE Register can be used with Invensys
nmulti - jet PMAi meters.
AMR SYSTEMS COMPATIBILITY
'rhe Invensys ICE Register is adaptable for installation i t
and interrogation in cidter a two -wire TouchRead niode
or three -wire AivIR mode, making it totally compatible I
with existing systems that use either mode.'I'he meter
reading data, which consists of the odometer reading and
the register 1D number, are transmitted in ASCI I standard
code that is used by mmnst of die data - communications
industry, ;
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ASCII PROTOCOL
for each wheel on the odometer ASCII encoding contains
10 bits of information that Include a start, stop 'and parity
bit, the latter used to insure that the interrogation device
has correctly received the data from each w.ileel.
The Invensys ICE Register extends the use of the
ASCII -based communication protocol first uti Iiied by
Rockwell, in 1984, Although additional data fields have
been incorporated, the register can be read by any AhiR
reading device that could read earlier ECR registers.
The Invensys three -wire AIR interface protocol is made
available to other AMIZ equipment manufactures, thereby
insuring the compatibility of Invensys rCR registers with
present and future AMR systems and networks.
INVENSYS AMR SYSTEMS
MIGRATION
All Invensys AkIR registers, past and present, provide three
connection posts, two of which are needed for TouchRead
applications and three for three -wire systems such as
RadioRead, PhonRead and fixed -based systems. This
enables a utility to easily and economically upgrade from
a TouchRead System to a more- advanced AMR system
without having to replace the registers on its meters.
UNIQUE REGISTER
IDENTIFICATION NUMBER
As with their predecessor ECR registers, ICE Registers
Incorporate a unique, never - duplicated identification
number that is factory-set into the register's non - volattle
electronic memory. The ID number thereby identifiai a
particular meter, and links the customer it serves to a
utility's billing computer.
IMPROVED READING
RESOLUTION
With its eight functioning register wheels, greatly
enhanced reading resolutions are provided. For example,
Oil a register drat records volume usage in gallons, the
right mast wheel displays usage in tenths of a gallon.
Tlie wheel to its left displays usage in one- gadlon units.
[01ao,@EH5
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Similar highly- definitive reading resolutions are also
provided on registers that record and display volume
usage in cubic feet ;uid cubic meters.
WATERPROOF PACKAGING
'air insure meter reading integrity and accuracy, the
register's components arc protected from moisture, dirt,
ultra- violet rays and inechanic l damage. incorporated
Ili (lie register are a patented, barrier film that protects
its electronic components as effectively is a hennetically-
scaled register protects its components. This feature
has been proven in more than 10 years of use in harsh
environments.
WIRING CONNECTIONS
To insure reading - integrity, the Invensys [CE Register's
pit set wiring connections are protected from moisture
through the encapsulation (potting) of wiring
coinponems with a special epoxy material during the
manufacturing process.
ASSURANCE TESTING
Throughout their development, Invensys ICE Registers
passed rut exhaustive series of tests conducted to insure
compliance with specifications for reliable, long-term
performance.
In addition to testing to assure reading validity in a
multitude of applications, registers were exposed to and
passed test - conditions simulating harsh envirorunenial
conditions.
CITY OF TUMIi.A
APPROVED
APR - 2 2,00
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IM. =WGENT
CCaWAUNICN ONS
ENCODER
;206 575 3404 SC 2/ 7
AMR- 276 1of 2
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AMR -276 2 of 2
INSTALLATION AND USE
CONSIDERATIONS
Strict adherence to proper installation
procedures and reading methods are required
to achieve reliable readings from an encoded
register.
Wire Connection Continuity
The most common problem that results in not being
able to obtain a valid reading from an electronic
register Is that the signal Is not getting through due to
a disruption in wiring continuity, or the connection
terminals have been allowed to become corroded.
When the interrogation device cannot communicate
with the register, it will provide an alert signal. In such
circumstances, check wire connection - continuity and
repair the problem.
Improperly- Connected Wires
Invensys ECR registers provide three terminals for
connecting wires to it, labeled R for red, B for black and
G for green. For TouchRead System use, wiring from
the R and B terminals are connected to aTouchPad
remote - reading module and observing wiring polarity
Is not required If the G terminal is used, an incorrect
installation, attempted readings will result in an error
signal.
In Invensys AMR System applications as RadloRead
and PhonRead, a three -wire connection is required to
properly link the register to its AMR interface device.
In such installations, it is necessary to observe wiring
polarity and connect the wires from the R, B and G
terminals to their corresponding terminals on the AMR
Interface unit
010
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Service
For use on Invensys positive displacement and multi -jet meters for the purpose
of obtaining absolute - encoder electronic meter readings with compatible
automatic meter reading equipment.
Meter Compatibility
'Invensys SR -II and SR positive displacement meters and PMM multi -jet meters.
AMR Compatibility
Invensys TouchRead, RadloRead and PhonRead AMR Systems, and virtually
all other brands of AMR reading equipment. (ECR specifications available upon
request.)
Registration Unit
Gallon Registers: Invensys 1 -1/2" and 2" SR
Indications for Meters
Wheel 8 7, 6 5 4, 3 2 1
Listed
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Cubic Feet Registers: Invensys 1 -1/2" and 2" SR
Wheel [j], F 6 5, 4 3 2 D
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Cubic Meters Registers: Invensys 1 -1/2" SR
Wheel -8 7, 6 5 4 3 2 1
N N N N N N N N
ti 0
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Cubic Meters Registers: Invensys 2" SR
Wheel $76 543. 21
b C m = G
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Compli s
AWWA/ANSI Encoder Standard C707 -82 (R -92)
Register TV p
ECR of ECR Direct Mount - The Electronic Communications Register model
is 'side homes or buildin
ECR/WP - Electronic Communications Register/Weather Proof provides all*
the features and benefits of the ECR model but Is also water resistant to
protect cable connections from electrical shorts or corrosion caused by water
infiltration or an excessive moisture environment.
TR/PL,- TouchRead/Pit Lid register eliminates the need to open meter box lids
to obtain readings. Register comes prewired to a TouchPad sensor housed in a
pit lid adapter module designed for installation In meter box (or vault) lids.
Invensys Metering Systems Aufttized Disldbulor
PO Box 487,450 N. Gallalin Avenue
lhionlown PA 15401
Invensys f �(TM)72.4397729Tollkee:l ^B00 ^089.2403
Metering Systems www.lnmir4aivs.com (select NWhA17edcanWate4
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AMR- 275 1of 2
rTTEMENT
' CQMNI.NICN IONS
ENCODER
Intelligent
Communications
Encoder Register
Positive Displacement Meters
y 5/8" (DN 15mm), 3/4" (DN 20mm}
and 1" (DN 25mm)
APPLICATION AND FEATURES
The Invensys iCR Register is an absolute encoder that
provides totally- accurate and error -free meter readings
through magnetic -field sensing of the rotational
positions of Its odometerwhecls. It also provides greater
reading resolution, reliability, end -user options and
other benefits. It is totally compatible for integration
into existing Invensys AMR Systems aS TouchRead
RadioReadm, PhonlIcad ", It is fully- compliant with
ANSi /A%VWA Encoder Standard C707 -82 (R -92), and has
been assigned U.S. Nuent N 5,796,250.
There are eight odometer wheels and a combination
testing and leak detection pointer. in that it provides
gveadyealianced reading value resolution with all eight
of its odometer wheels being active, printed -on 7er'Os on
the dial face are no longer meaningful and have been
eliminated.
OPERATION
The 1C1; Register utilizes "magnetic -field position -
sensing" technology to determine the rotational
position of each odometer wheel and its numerical
value. The electronic reading of data for TouchRead and
AIR applications is derived directly from the rotational
position of the register's odometer wheels, thereby
insuring,a totally accurate reading value. The design
ellinhwes lie use of mechanical wipers and contacts
that are a source of friction and torque -load, and
eliminates snap- action spring mechanisms that add a
load to a meters measuring element. In that no torque is
developer! beyond that in a stwidard, visual -read register,
the Invensys ICE Register can be used with Invensys
multi -let P6•tAt meters.
AMR SYSTEMS COMPATIBILITY
The Invensys IC,E Register is adaptable for installation
and interrogation to either a two-wireTouchRead mode
or three -wire AMR mode, making it totally compatible
with existing systems that use either mode, The meter
reading data, which consists of the odometer reading and
the register 1D number, are transmitted in ASCiI standard
cork: that is used by most of the data - communications
Industry,
O,OOD,000.p `O�QO��.�p � OO,000.DOp
eye• , Durres l eTe• cuolc Feer see• ' m
_nsys
ASCII PROTOCOL
Por each wheel on lie odometer ASCII encoding contains
10 bits of information that include a start, stop and parity
bit, the latter used to insure that the interrogation device
has correctly received lie data from each wdneel.
The Invens)-r ICR Register extends the use of the
ASCII -based communication protocol first utilized by
Rockwell, in 1984. Although additional data fields have
been Incorporated, the register can be read by any XMR
reading device that could read earlier L'CR registers,
The Invensys three - wire AMR interface protocol is made
available to other AMR equipment manufactur thereby
insuring the compatibility of Invensys ECR registers with
present mad future AIR systems and networks.
INVENSYS AMR SYSTEMS
MIGRATION
All Invensys AMR registers, past and present, provide three
connection posts, two of which are needed for TouchRead
atpplications and three for three -wire systems such as
RadtoRead, PhonReaad aid fixed -based systems. This
enables a utility to easily and economically upgrade from
a TouchRead System to a more - advanced AMR system
without having to replace the registers on its meter;,
UNIQUE REGISTER
IDENTIFICATION NUMBER
As with dicir predecessor ECR registers, ICL'' Registers
incorporate a unique, never - duplicated identification
number that is factory -set into die register's non- volatile
electronic memory. The ID number thereby identifies a
particular meter, and links the customer it serves to a
Wity:s billing computer.
IMPROVED READING
RESOLUTION
With its eight functioning register wheels, greatly
enhanced reading resolutions are provided. Fur example,
on a register that records volume usage in gallons, the
right -most wheel displays usage in tenths of a gallon.
The wheel to its left displays usage in one-gallon units,
Similar highly- definitive reading resolutions are also
provided on registers that tecord ;uid display volurne
usage in cubic feet and cubic meters.
WATERPROOF PACKAGING
To insure meter reading integrity and accuracy, the
register's compnents are protected from moisture, dirt,
ultra- violet rays and mechanical damage. Incorporated
in the register rue a patented, barrier film that protects
its electronic cwrnponenis au effectively m a hermetically-
sealed register protects its componenls.'I1tis feature
has been proven in more than 10 years of use in harsh
environments.
WIRING CONNECTIONS
'lb insure reading - integrity, the Inveasy iCE Register's
pit set wiring connections are protected from moisture
through the encapsulation (potting) of wiring
components with a special epoxy material during die
manufacturing process.
ASSURANCE TESTING
Throughout theirdevelopment, Invensys ICI: Registers
passed ain exhaustive series of tests conducted to insure
compliance with specifications for reliable, long -teen
perforniance.
in addition to testing to assure reading validity in a
multitude of applications, registers were exposed to and
passed test - conditions simulating harsh envirotunental
conditions.
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AMR -275 2 of 2
INSTALLATION AND USE
CONSIDERATIONS
Strict adherence to proper installation
procedures and reading methods are required
to achieve reliable readings from an encoded
register.
Wire Connection Continuity
The mostcommon problem that results in notbeing
able to obtain a valid reading from an electronic
i register is that the signal is not getting through due to
a disruption in wiring continuity, or the connection
terminals have been allowed to become corroded
When the interrogation device cannot communl6te
with the register, it will provide an alert signal. In such
circumstances, check wire connection - continuity and
repair the problem.
i
Improperly- Connected Wires
c Invensys ECR registers provide three terminals for
' connecting wires to it, labeled R for red, B for black and
G for green. For TouchRead System use, wiring from
the R and B terminals are connected to a TouchPad
remote- reading module, and observing wiring polarity
Is not required. If the G terminal Is used, an incorrect
installation, attempted readings will result in an error
signal.
In Invensys AMR System applications as RadioRead
and PhonRead, a three -wire connection Is required to
properly link the register to its AMR interface device.
In such installations, It is necessary to observe wiring
polarity and connect the wires from the R, B and G
terminals to their corresponding terminals on the AMR
Interface unit.
5
C
Service
For use on Invensys positive displacement and multi -jet meters for the purpose
of obtaining absolute- encoder electronic meter readings with compatible
automatic meter reading equipment.
Meter Compatibility
'Invensys SR -II and SR positive displacement meters and PMM multi -jet meters,
AMR Compatibility
Invensys TouchReatl, RadioRead and PhonRead AMR Systems, and virtually
all other brands of AMR reading equipment. (ECR specifications available upon
request.)
Registration Unit
Gallon Registers; Invensys 5/8 ", 3/4" and 1" SR and SR -II
Indications for Meters
Wheel ®, 7 6 5, 4 3 2 11
Listed
N N N N C
8 — o
Registers: Invensys 5/8 ", 3/4" and 1 S and SR -II
7 6 5 4 3 2 1
O
C m N
E
° a
Cubic Meters Registers: tnvensys 5/8 ", 3/4" and 1" SR meters,
and 5/8 ", 3/4" and 1" SR -II
Wheel F 8 — T - 7 1 , 6 5 4 3 2 1
M -2 d o
1 i` _ = i;
Compliances
AWWA/ANSI Encoder Standard C707 -82 (R -92)
Register Types
ECR or ECR Direct Mount —The Electronic Communications Register model
Is desi ned for use on mgters so
ECR/WP - Electronic Communications Register/Weather Proof provides all
the features and benefits of the ECR model but is also water resistant to�
protect cable connections from electrical shorts or corrosion caused by water
infiltration or an excessive moisture environment.
TR /PL — TouchReatl /Pit Lid register eliminates t e need to open meter box lids
to obtain readings. Register comes prewired to a TouchPad sensor housed in a
pit lid adapter module designed for installation in meter box (or vault) lids.
Invensys Metering Systems Auunrtzed Oisvibula
PO Box 487.450 N. Gallatin Avenue
Uniontown PA 15401
1-800-METER-IT (I •BW.638.3748)
Cinvensys FAX (Direct to lactcr4 724. 439.7729 Toll Free: t- 600. 888.2403
Metering Systems w6vw'1rm'lmmwn corn (fit NwffiArrwlam War)
h2oinlo4Mnvensp.com .
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AMR SYSTEM
RadinftadO
METER TRANSCEIVER UNiT (MXU)
No
APPLICATION: The Invensys RadioRead Meter Transceiver Unit
(MXU) is a radio signal device which permits off -site meter reading
via radio signals. The MXU Interfaces any compatible absolute
encoder equipped utility meter with a Invensys RadioRead
Interrogation device. The MXU is used for both inside and pit -set
utility meter installations to provide safe, off -site meter reading. It
eliminates a number of meter reading problems such as lockouts,
entering unsafe meter vaults, "curb side" reading estimates,
estimated billing and errors associated with manual meter reading
methods.
The Invensys MXU provides the Industry's only two -port radio
interface device. In addition to the two -port design, the MXU is
compatible with the Invensys MuItlReadTM Module that permits two,
four, or eight meter connections per MXU port. This features
provides enhanced cost effective AMR where multiple meter
Installations exist.
RADIOREAD OPERATION: When used with a Invensys hand -held
or vehicle Interrogation unit, the Invensys RadioRead system
provides two -way communications between the reading unit and
system equipped utility meters. The MXU connected to the meter
receives an activation wake up signal from the interrogation unit.
The MXU then obtains the meter's absolute encoder Identification
number and meter reading which are transmitted back to the
interrogation device. Low battery indicator Is also transmitted. After
the interrogation unit receives valid data, it transmits an
acknowledgment signal back to the MXU which returns it to the
power down mode. This helps maintain battery life and also
optimizes the efficiency of the system by eliminating unnecessary
radio transmissions
RADIOREAD INTEGRITY: When interfaced with an absolute
encoder, RadioRead system meter reading is virtually error free.
The meter read is taken from the actual positions of the encoder's
odometer wheels to ensure valid up -to -date readings. Any errors or
nonreads are immediately indicated on the meter reading
equipment. This information can also be generated on management
reports when the data is downloaded at the end of the reading cycle.
In addition, high /low reading parameters can also be verified during
the meter reading process.
PROGRAMMABILITY: For special meter reading applications such
as commercial routes and multi - utility installations, the MXU can be
programmed to respond only to certain meters through the use of
class and password codes. The MXU can.also.be programmed to
transmit in one -way mode for use In fixed base systems.
;206 575 -4U4 a b/ /
AMR-303-R2
1 of 2
invensys
Metering Systems
SERVICE
Wall mounted or pit -set installation interfacing utility meter to
the Invensys RadioRead Meter Reading System.
PHYSICAL
6.00" (152.4mm) W x 3.18" (81mm) H x 5.05"
CHARACTERISTICS
(128.27mm) D
WEIGHT
1 lb. (0.4536 Kg.)
COLOR
Tan
POWER
Lithium Maganese Dioxide battery
RF TRANSMITTER
Direct Sequence Spread Spectrum with synthesized
channels, crystal controlled
RF RECEIVER
SAW stabilized super regenerative
FCC COMPLIANCE
Complies with Part 15
OPERATING
- 22' F to +140' F
TEMPERATURE
30'Ctot60'C
HUMIDITY
10/6 condensing. Water immersible
COMPATIBILITY
Invensys ECRII, Schlumberger ARB VI (Proread) water and
gas encoders, Invensys Electronic Watthour Register for
Landis & Gyr, GE, and ABB Electric Meters, Invensys encoder
indexes for Energy Metering and American (Canadian) Gas
Meters, and MultiRead Modules for two, four or eight meters
per port.
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The Invensys RadioRead MXU is designed to work
in underground meter pits and vaults, and with
above - ground and inside set meters...
TouchRead' System: The MXU has built -in connections for
optional hookup to TouchRead System sensors. Use the
TouchRead options as a reading back-up or for making visual
readings, if desired.. (Note — The hookup is not compatible for use
with Schlumberger Proread protocol registers.)
Replacement Battery: The lithium manganese dioxide battery
provides long service and is the industry's first replaceable battery
cartridge system. This design provides fast, easy battery
replacement. The battery is made of materials proven to have
significantly less toxicity compared to those used in other brands.
This battery design helps minimize the environmental impact of
used battery disposal.
Installation: The MXU can be Installed In meter pits, vaults, and
Inside or outside building locations. A mounting bracket is available
for installations requiring mounting on vertical walls. Wire
connections are made using 3M gel-cap (UY 2) splicing kits to
ensure dependable MXU operation In damp, wet conditions such as
inside meter pits or vaults which may be subject to flooding. The
electronics are protected by a high density polyethylene sealed
enclosure for superior moisture protection, especially In water filled
pit -set environments.
MuitiReadTM Module: A compatible module that permits two, four,
or eight meter connections to be made to each MXU port.
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Invensys Metering Systems AUTHORIZED INVENSYS DISTRIBUTOR
P.O. Box 487
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450 N. Gallatin Avenue
Uniontown. PA 5401
1- 80(f-METER -IT
1-800-638-3748
Metering Systems
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Toll Free: 1-800-888-2403
Web site: www.ims.invensys.com
select North American Wafer
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Invensys Metering Systems AUTHORIZED INVENSYS DISTRIBUTOR
P.O. Box 487
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Uniontown. PA 5401
1- 80(f-METER -IT
1-800-638-3748
Metering Systems
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Web site: www.ims.invensys.com
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PROJECT MANUAL
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koinkoms
112 Andover Park East
Tukwila, WA 98188
Site ID #972031
CASCO
10877 Wat„%&n -•Road i
127
CITY nF T 1KWII A % '•'1�'���1H'4"q ?�
JAN 3 0 2004 Archi; ~mot
#902�'f��
PERM r CENTER i'�1: • ! ;. `;
e 707 i REG13TERED
. ARCHITECT
A LPH R. SHAW
ATE 0 F WASHINGTON
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Master Date 101003
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TABLE OF CONTENTS
SERIES 0 BIDDING REQUIREMENTS AND CONTRACT FORMS
Table of Contents
Certifications
00100 Instructions to Bidders
00101 Supplementary Instructions to Bidders
00300 Construction Project Bid Form
00500 Agreement Form - Construction Contract Between Kinko's, 1nc. and Contractor
Exhibit A - Conditional Waiver- and Release Upon Progress Payment
Exhibit B - Bid Anal Form
Exhibit C - Conditional Waiver and Release Upon Final Payment
Exhibit D - Content of Construction Document File
Exhibit E - Unconditional Waiver and Release Upon Final Payment
Exhibit F - Listing of Kinko's Projects as of the Date of the Agreement
Exhibit G - Change Order Procedural Directive
Exhibit I - Operations Tw-nover Inspection & Punchlist Form
Exhibit J - District Nlanager Schedule Notification For-in
Exhibit K - Kinko's Inc. Standard Construction Schedule
DIVISION 1 - GENERAL REQUIREMENTS
01100 Summary
01200 Price and Payment Procedures
01300 Administrative Requirements
01400 Quality Requirements
01500 Temporary Facilities and Controls
01600 Product Requirements
01700 Execution Requirements
DIVISION 2 - SITE CONSTRUCTION
NOT USED
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DIVISION 3 - CONCRETE
03300 Cast -in -place Concrete
03542 Cement -Based Underlayment
DIVISION 4 - MASONRY
04810 Unit Masonry Assemblies
DIVISION 5 - METALS
05520 Handrails and Railings
DIVISION 6 - WOOD AND PLASTICS
06105 Miscellaneous Carpentry
06200 Finish Carpentry
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07210 Building Insulation
07811 Sprayed Fire Resistive Materials
07841 Through- Penetration Firestop Systems
07920 Joint Sealants
Tukwila, WA
TOC -1
January 28, 2004
DIVISION 8 - DOORS AND WINDOWS
08110 Steel Doors and Frames
08211 Flush Wood Doors
08410 Aluminum Entrances and Storefronts
08710 Door Hardware
DIVISION 9 - FINISHES
09260
Gypsum Board Assemblies
09511
Acoustical Panel Ceilings
09651
Resilient Tile Flooring
09680
Carpet
09720
Wall Coverings
09910
Painting
DIVISION 10 - SPECIALTIES
10265
Impact- resistant Wall Protection
10401
Signage Decals
10431
Signs
10520
Fire- Protection Specialties
10801
Toilet and Bath Accessories
DIVISION 11 - EQUIPMENT
NOT USED
DIVISION 12 - FURNISHINGS
NOT USED
DIVISION 13 - SPECIAL CONSTRUCTION
NOT USED
DIVISION 14 - CONVEYING SYSTEMS
NOT USED
DIVISION 15 - MECHANICAL
NOT USED
DIVISION 16 - ELECTRICAL
NOT USED
Tukwila, WA
TOC -2
Master Date 101003
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Master Date 061103
Certifications - 1
Tukwila, WA January 28, 2004
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CERTIFICATIONS
Architect of Record
Ralph R. Shaw
License #A4702
Mechanical /Electrical Engineer of Record
James C. Alberts
License #C0018394
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Master Date 061103
Certifications - 1
Tukwila, WA January 28, 2004
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Master Date 072203
DOCUMENT 00100 - INSTRUCTIONS TO BIDDERS
Project: Tukwila
Site ID #972031
112 Andover Park East
Tukwila, WA
Owner: Kinko's, Inc.
3 Galleria Tower, 13155 Noel Road, Suite 1600
Dallas TX 75240
Fax: 214 -550 -7495
Chuck Craig
Kinko's Inc. Design Project Manager
Tel: 214 -550 -7285
E:Mail: chuck.craig @kinkos.com
[Insert Construction Project Manager Name]
Kinko's Inc. Construction Project Manager
Tel: 214 -550- 1Insert Construction Project Manager Telephone[
E -Mail: [FirstName.LastName[ @kinkos.com
Architect: Ralph R. Shaw
10877 Watson Road
St. Louis, MO 63127
1. Receipt and Opening of Bids:
1 Kinko's, Inc. will accept bids by e-mail or fax for the above described project until [Insert bid time, day of
week, and date[. Bids received after [Insert bid time and date] will not be accepted.
Kinko's, Inc. expressly reserves the right to waive any formalities or minor irregularities and to reject any or
all bids. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized
postponement. No bidder may withdraw a bid within thirty (30) days after the actual date of the opening.
2. Preparation of Bid: Submit bid on the prescribed form included in this Project Manual.
3. Method of Bidding: The Owner will enter into a single lump sum contract.
4. [Work Forces: Work of this project is to be carried out with union forces only.l
5. Addenda and Interpretations:
No internretation of the meaning of rirawings_ cnerifirntinnc nr nther hirlrling rinrnmentc will he marle to anv
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DOCUMENT 00 10 1 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS
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END OF DOCUMENT 00101
Master Date 111202
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DOCUMENT 00300 - CONSTRUCTION PROJECT BID FORM
END OF DOCUMENT 00300
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00300- 1
Master Date 061103
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Type:
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Construction Project Bid Form
Bid Date:
General Contractor:
Bid includes Addendum numbers:
Cat #
General Requirements
Comments
Cost
1.020
Permits
Dumpster & Removal
1 -330
Final Clean Up
Sitework - General
1 -500
General Labor
Trash Enclosure
1 -525
Temporary Facilities
Landscape
Shades & Blinds by KCO Purchasing
1 -530
Barriers & Enclosure
Sitework Total
1 -550
Storage Container
Doors /Window Total
Gen'I Requirements Total
Sitework
2 -050
Demo & Temp Walls
2 -070
Dumpster & Removal
2 -080
Sitework - General
2 -895
Trash Enclosure
2 -900
Landscape
Shades & Blinds by KCO Purchasing
8 -810
Sitework Total
Concrete
3 -001 lConcrate 1a •�;
Metals
5 -100 1 Structural Steel
Woods / Carpentry
6 -100 JWood Blocking / Carpentry P: ""
Insulation & Roofing
7 -200
Insulation
7 -250
Fireproofing
7 -410
Roofing Items
8 -130
Insulation & Roofing Total
Doors & Windows
8 -110
Doors, Frames & Hardware
8 -120
Store Front
8 -125
Vestibule
8 -130
Auto Doors
8 -200
Window Treatments
Shades & Blinds by KCO Purchasing
8 -810
Interior Glass
Doors /Window Total
Construction Bid Form.xis
October 1, 2002
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Acoustical
9 -510 JAcoustical Ceiling
Flooring
9 -600 Flooring JCarpet Quantity: yds ;0 • "+
Painting
9 -910
Interior Paint
9 -915
Exterior Paint
9 -920
Vinyl Wall Covering
9 -930
Stucco /Dryvit
15 -550
Total Painting
14, 4io" i °r Mww
Specialties
10 -100 1 Specialties -Other
Plumbing
15 -400 JPIumbing
HVAC
15 -500
HVAC - Equipment
15 -520
HVAC - Ductwork
15 -530
HVAC - Controls
15 -540
HVAC - Service
15 -550
IHVAC - Other
16 -741
HVAC Total
Electrical
16 -050
Electrical Service
16 -120
Switch Gear & Panels
16 -150
Light Fixtures
16 -200
Wiring - General
16 -520
Exterior Sign Connections
16 -741
Data & Comm Cabling
16 -810
Life Safety Systems
16 -900
Electrical Other
Electrical Total
Construction Bid Form.xls
October 1, 2002
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General Requirements
21 -100
General Conditions
Tax (if applicable)
23 -102
Superintendent
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Gen'I Req. Total
22 -100
Project Subtotal
Tax (if applicable)
Total Contractor Portion - Bid Analysis
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Alternates:
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Hard Surface Flooring - Installation
Base - Materials
Base - Installation
Entry Mats installation
Carpet installation
Subtotal Alternates S -
Revised Contractor Total
Bidder understands that Kinko's reserves the right to reject any or all bids and to waive any informalities in the bidding.
Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the actual date
the opening of the bids,
The bidder in compliance with the invitation to bid for the Kinko's [Project Location), having examined plans and specifications wit
related documents and the site of the proposed work, being familiar with all of the conditions surrounding the construction of the
proposed project, including the availability of materials and labor, hereby proposes to furnish materials, equipment and labor
required to provide work included in the project in accordance with the Contract Documents within the time set forth therein and a
the prices atated above. These prices shall cover all expences incurred in performing the work required under the Contract
Documents, of which this proposal is a part. Work of this Contract is to be carried out with union forces only.
This bid is submitted as a legal offer and any bid, when accepted by Kinko's, constitutes a firm contract.
Respectfully submitted:
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Company Name:
Business Address:
Telephone Number.
By:
Typed or Printed Name
Title:
Signature:
Construction Project Bid Form
END OF BID FORM
Construction Bid Form.xls
October 1, 2002
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CONSTRUCTION CONTRACT
BETWEEN KINKO'S, INC.
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THIS CONSTRUCTION CONTRACT (this "Agreement ") is entered into on
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. 2002, by and between KINKO'S, INC., whose principal place of business is
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13155 Noel Road, Suite 1600, Dallas, Texas 75240 ( "Owner" or "Kinko's ") and [CONTRACTOR
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NAME], whose principal place of business is 5949 Sherry Lane, Suite 1570, Dallas, Texas 75225
"Contractor ").
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A. Owner desires to contract with Contractor for the Tenant Improvements at the Kinko's
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branch or branches as set forth on Exhibit "F" attached hereto. The construction shall be in accordance
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with the plans and specifications as identified on documents that relate to each separate Kinko's location,
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which are not attached to this Agreement but which shall, upon delivery to Contractor, constitute contract
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documents.
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B. Contractor is a licensed contractor for the work contemplated in this Agreement in the
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state or states in which it will be undertaking Contractor responsibilities pursuant to this Agreement.
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C. Contractor and Owner have agreed that the Kinko's projects for which Owner hires
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Contractor under this Agreement are to be constructed on the terms and conditions contained herein.
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NOW, THEREFORE, for good and valuable consideration, the receipt and adequacy of which are
hereby acknowledged, the parties agree as follows:
ARTICLE I
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DEFINITIONS
1.1 "Agreement" shall refer to this Construction Contract, any exhibits hereto, any and all Addenda
hereto and the Bid Analysis Form (defined below) issued and approved by the parties hereunder for each
Kinko's Project, as hereinafter defined, and any other subsequent modifications or changes to this
Agreement made in writing and signed by both parties.
1.2 "Bidding Services" shall refer to the definition as provided in Section 3.1 of this Agreement
1.3 "Contractor" shall refer to [CONTRACTOR NAME]
1.4 "Construction Services" shall refer to the definition as provided in Section 3.2 of this
Agreement.
[CONTRACTOR NAME) Kinko's Confidential
Page 1 of 18 336455v2
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1.5 "Contract Price" shall refer to the sum established in the Bid Analysis Form issued and
approved pursuant to this Agreement for each Kinko's Project, as hereinafter defined, as the agreed upon
price to be paid Contractor for the construction, renovation, remodeling, alteration or repair of each
Kinko's Project, as hereinafter defined, pursuant to this Agreement.
1.6 "Construction Manager" shall refer to Contractor. Contractor shall not designate a separate
general contractor for purposes of completing work on a Kinko's Project, unless the parties separately
approve that role and compensation for that role in a separate, written agreement.
1.7 " Kinko's Project" shall refer to the construction renovation, remodeling, alteration and/or repair
of one or more Kinko's Store(s) or other business location(s) designated by Owner ( "location ") pursuant
to the terms of this Agreement. The Kinko's Project(s) assigned to Contractor by Owner as of the date of
the execution of this Agreement are reflected in Exhibit "F" attached hereto. Each separate location shall
be subject to the terms of this Agreement, however, payment as to such location shall be based on the
progress threshold of the work at that location as if this Agreement applied to that location alone.
1.8 "Landlord" shall refer to any person or entity holding a lease agreement with the Owner for the
operation of any Kinko's Store that is the subject of any Kinko's Project undertaken pursuant to this
Agreement.
1.9 "Owner" shall refer to Kinko's, Inc.
1.10 "Punchlist" shall refer to the Operations Turnover Inspection & Punchlist form attached hereto
as Exhibit "I" as provided in Section 4.7 of this Agreement.
1.11 "Trade Contractor" shall refer to any specialized trade contractor(s), if any, retained by
Contractor for purposes of completing portions of the work on a Kinko's Project pursuant to this
Agreement.
1.12 "Turnover Date" shall refer to the definition as provided in Section 4.7 of this Agreement.
ARTICLE II
SCOPE AND NATURE OF AGREEMENT
2.1 Term of Agreement The term of this Agreement shall commence on the date of execution of
this Agreement by an authorized representative of Owner and Contractor, and end when all the Kinko's
Projects listed on the attached Exhibit "F" and any other Kinko's Projects assigned hereunder to
Contractor by Owner and evidenced by a signed Bid Analysis Form have been completed to Owner's
reasonable satisfaction as set forth herein, unless terminated sooner as provided herein. At the option of
the parties and by their mutual consent in writing, this Agreement may be extended for additional projects
upon mutually acceptable written terms and conditions.
2.2 Termination. Owner shall be entitled to terminate this Agreement in the event Contractor
materially fails to perform its obligations under this Agreement in a prompt and diligent manner, or
otherwise breaches a material term of this Agreement, and fails to cure, or commence curing, such breach
within thirty (30) days of receipt of written notice from the Owner of the Owner's intent to terminate.
Contractor shall be entitled to terminate this Agreement in the event the Owner breaches a material term
of this Agreement, and fails to cure, or commence curing, such breach within thirty (30) days of receipt of
[CONTRACTOR NAME) Kinko's Confidential
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written notice from the Contractor, unless such breach by the Owner relates to an undisputed failure to ,
properly pay Contractor, in which case Contractor may terminate this Agreement within twenty (20) days
after receipt by Owner of written notice to the Owner, unless the Owner cures its undisputed payment
default within that period of time. Notwithstanding anything herein to the contrary, either party may
terminate this Agreement at any time for any reason upon thirty (30) days' written notice to the other
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party. In the event of any such termination, Contractor shall submit all final invoices to Owner within
thirty (30) days of any termination of this Agreement. If requested by Owner upon expiration or
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termination of this Agreement by either party, Contractor will cooperate during Owner's transition period
"Cooperate"
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of obtaining construction management services from another vendor. shall mean that
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Contractor will continue to provide all Construction Services pursuant to the terms contained in this
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A greement
during the transition period without modification, and at Owner's. direction complete any or all
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Kinko's Projects commenced pursuant to this Agreement prior to the date of any such termination as
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determined by Owner, in its sole discretion, unless otherwise mutually agreed in writing between the
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ARTICLE III
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DESCRIPTION OF CONSTRUCTION SERVICES
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3.1 Bidding Services Upon notification from Owner or Owner's authorized representative that
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pursuant to this Agreement, Contractor shall review the project submitted to the Contractor by the Owner
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in order to ascertain the requirements of each project, and shall arrive at a mutual understanding of such
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Construction Services, as necessary:
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(a) Review and comment upon proposed plans and specifications prepared by Owner, or its
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architects, engineers and consultants for the Kinko's Project, and offer any value engineering
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recommendations Contractor may deem necessary or appropriate;
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(b) • Obtain approved final construction documents from the Owner or its architects, engineers or
consultants for the Kinko's Project;
(c) Solicit, receive and review bids relating to the Kinko's Project.
3.2 Construction Services Upon notification from Owner or Owner's authorized representative that
Owner desires to begin the Construction Services (as hereinafter defined) with respect to a specific
Kinko's Project pursuant to this Agreement, the Contractor shall commence to perform the following
Construction Services, as necessary:
(a) If required by Owner in writing, Contractor will obtain necessary building, construction, and/or
demolition permits on behalf of Owner and assist Owner in obtaining any Landlord approval as may be
requested by Owner in a timely manner; and
[CONTRACTOR NAME) Kinko's Confidential
Page 3 of 18 336455v2
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(b) Promptly undertake to construct the Kinko's Project including hiring and managing the Trade
Contractors, subcontractors, laborers and suppliers of goods and/or materials in the construction and
completion of the applicable Kinko's Projects as diligently and promptly as possible and use best efforts
to meet the mutually agreed upon milestones established between the parties. Contractor agrees to
execute a Subcontract Agreement in the form attached hereto as Exhibit "H" with each Trade
Contractor, subcontractor, laborer and supplier of goods, services and/or materials in an amount of $5,000
or greater for each Kinko's Project.
3.3 Payment for Construction Services In the event that Owner proceeds with the proposed
Kinko's Project(s) for which Construction Services have been performed under Section 3.1 above and
approves a Bid Analysis Form for such Kinko's Project under the provisions of Article 4. Contractor's
compensation for Construction Services shall be as specified in Article S .
3.4 Licensing of Contractor Contractor is a licensed contractor for the work contemplated in this
Agreement in each state in which it will be undertaking Contractor responsibilities pursuant to this
Agreement. Contractor shall provide documentation of this licensing to Owner prior to commencing with
construction on a Kinko's Project for each state in which it acts as Contractor under this Agreement.
3.5 Exaerience of Contractor and Familiarity with Project Contractor represents and warrants to
Owner that it has extensive experience in constructing projects similar to the Kinko's Projects, and that it
is familiar with and knowledgeable regarding the components that are properly and customarily included
within such a project, including the requirements of state laws, local building codes, local building
officials, ASTM's, manufacturers' recommendations, building standards, and trade practices (collectively,
"Good Building Practices ") as to the types and quantities of components, items, systems, materials, and
methods of construction to be included in the Kinko's Project, in order to produce a first -class project that
will operate with utility and efficiency. Contractor represents and warrants that it has included or will
include within the Contract Price all work, materials, equipment, labor, and operations that are likely to be
required for the Kinko's Projects in accordance with Good Building Practices. If and to the extent the
contract documents contain ambiguities, discrepancies, errors, or omissions, or if and to the extent
discrepancies exist between the contract documents and the project site and surveys (collectively "Errors
and Omissions "), Contractor hereby waives any claims for additional compensation or damages or
additional time resulting from any such Errors and Omissions to the extent that Contractor has actually
observed, or with the exercise of reasonable care should have observed, those errors and omissions and
failed to report them to Owner prior to executing the Contract.
Contractor agrees that Trade Contractors, subcontractors, manufacturers, laborers and suppliers of goods
and/or materials engaged or to be engaged by it are and will at all times while engaged to work on a
Kinko's Project be familiar with the requirements for their performance of their obligations.
3.6 Safety. Contractor shall give notices and comply with applicable laws, ordinances, rules,
regulations, and lawful orders of public authorities bearing on the safety of persons or property or their
protection from damage, injury, or loss and shall otherwise be responsible for strict compliance with all
other mandatory safety laws. Contractor shall provide all facilities and shall follow all procedures
required by the Occupational Safety and Health Act (OSHA) and the applicable state laws relating to this
subject, including, in California, the California Occupational Safety and Health Act (Cal- OSHA),
including, but not limited to, providing and posting all required posters and notices.
Contractor shall erect and maintain, as required by existing conditions and performance of this Agreement
in relation to each Kinko's Project, all necessary safeguards for safety and protection, including posting
danger signs and other warnings against hazards, promulgating safety regulations and notifying owners
and users of adjacent sites and utilities.
[CONTRACTOR NAME} Kinko's Confidential
Page 4 of 18 336455v2
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3.7 Work at Currently Operating Kinko's Store. Where a Kinko's Project is to be undertaken at a
currently operating Kinko's Store, Contractor shall take the following steps: (i) work with the Owner to
enable the Kinko's store to stay open for business during its regular hours; (ii) as much as is requested by
Owner, work with the Owner to limit the impact of construction work on the ability of the Kinko's store
to meet the regular needs of its customers; (iii) prevent dust, debris, equipment, including but not limited
to vehicular equipment, and materials from unnecessarily interfering with the regular business operations
of the Kinko's store; (iv) minimize noise and offensive odors arising from the construction work; (v) act
in such a manner as to prevent any work stoppage or labor disturbance or dispute; and (vi) take all
necessary safety measures to protect everyone at a Kinko's Project, including without limitation all Trade
Contractors, subcontractors, manufacturers, laborers and suppliers of goods and/or materials, Owner,
Owner's customers, and the public from injury, death or damage.
ARTICLE IV
PERFORMANCE OF CONSTRUCTION SERVICES
4.1 Bid Analysis Form All construction, renovation, remodeling or repair work to be performed by
Contractor on a Kinko's Project pursuant to this Agreement shall be performed upon issuance and written
approval by the parties of a Bid Analysis Form, a sample of which is attached hereto as Exhibit "B" (the
"Bid Analysis Form ")
4.2 Initiation of Work As soon as Owner elects to proceed with the Bidding Services for an actual
constriction, renovation, remodeling or repair of a Kinko's Project, Owner shall furnish Contractor with a
complete set of construction documents for the Kinko's Project. Owner and Contractor shall then review
such documents and approve a Bid Analysis Form in writing and/or as applicable, a Kinko's/Federal
Express Acceptance Form. Each Bid Analysis Form shall identify the Contract Price to be paid to
Contractor for the Kinko's Project and shall contain a detailed description of the Kinko's Project for which
it has been issued.
4.3 Bidding Requirements Owner may require Contractor to accept any of the bids or quotations
obtained by Contractor pursuant to this section in approving a Bid Analysis Form, unless Contractor has a
reasonable objection to the proposed Trade Contractor or other party submitting the bid or quotation
which objection is substantiated to Owner in writing in reasonable detail. Upon request by Owner,
Contractor shall open all trade bids to Owner for review.
4.4 Construction of the Proiect Contractor acknowledges that time is of the essence in the
completion of each Kinko's Project. Upon written approval by both parties of a Bid Analysis Form for a
Kinko's Project, Contractor shall promptly undertake to construct and complete the Kinko's Project as
diligently and promptly as possible. Contractor will exercise its best efforts to meet the mutually agreed
upon milestones established in the District Manager Schedule Notification Form attached hereto as
Exhibit "J" or as otherwise mutually agreed between the parties.
4.5 Delays In the event that Contractor is delayed in the performance of any work by any event
beyond its reasonable control, including the acts or omissions of any Landlord, the Owner, or the Owner's
architects, engineers, consultants, agents or employees other than those retained by Contractor, provided
Contractor exercises best efforts to promptly notify Owner in writing of such anticipated delay(s), the
cause thereof and a reasonable estimation of the duration of such delay(s), then Contractor's time for
performing the work shall automatically be extended for such time as reasonably necessary to account for
the delay(s), and such delay(s) shall not be considered a breach of this Agreement by Contractor, provided
[CONTRACTOR NAME} Kinko's Confidential
Page S of 18 336455v2
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Contractor exercises reasonable efforts to commence fulfillment of its obligations hereunder as soon as
possible and proceeds to perform with diligence once the cause(s) are removed or otherwise cease.
Contractor agrees that it will, with prior written approval by Kinko's in each instance, have the right to
request additional compensation or damages for delay(s) caused by parties other than Contractor or
Contractor's trade contractors on a Kinko's Project.
4.6 Changes in a Project The Owner may make any changes, modifications, deletions or additions
to a Kinko's Project it may so desire at any time prior to or after approval of the Bid Analysis Form. In
the event such changes affect the scope or cost of the Kinko's Project, Owner and Contractor shall agree
in writing in the form of a Change Order to an equitable adjustment in the Contract Price to account for
such changes as soon as possible following the identification of such changes. Contractor will submit a
written Change Order itemizing cost changes to Owner's designated Construction Project Manager or
other authorized Owner representative(s) for written approval prior to implementing any action on or
work in connection with the proposed Change Order (see the attached Exhibit "G ") for the mutually
agreed Change Order Procedural Directive. All approved Change Orders shall be invoiced separately
after Payment Application #3 and prior to Payment Application #4 as defined in Section 5.2(a) and in
accordance with Section 5.2(d).
4.7 Turnover Date The Turnover Date is that date upon which the Kinko's Project is completed in
accordance with the final approved construction plans and specifications and turned over to Owner for
operation. In no event shall the Turnover Date occur until all conditions or items, which may prevent or
affect normal business operations are fully satisfied, corrected and completed to Owner's reasonable
satisfaction as noted in an Operations Turnover Inspection & Punchlist Form in the form attached hereto
as Exhibit "I" is provided by Owner. In the event of minor projects where the Kinko's store remains in
operation, the Turnover Date shall be that date upon which the improvements are finally completed, with
all punch list items complete to Owner's satisfaction. Contractor acknowledges that time is of the essence
in the completion of all punch list items.
4.8 Warran . Contractor warrants all material and workmanship for a period of one (1) year after
installation. As a condition precedent to Contractor's request for final payment, Contractor shall issue in
writing to Owner a "general warranty" restating the terms of this Section 4.8 for all work performed under
the Agreement for a Kinko's Project. Except when a longer warranty time is specifically called for in the
contract documents or is otherwise provided by law, such general warranty shall be for two (2) years from
the date of substantial completion and shall be in form and content otherwise satisfactory to Owner.
4.9 Communication In addition to the Owner, Contractor shall cooperate and communicate, as
necessary, with any architects, subcontractors, suppliers, engineers or consultants retained by the Owner
at all times during and following completion of construction of a Kinko's Project and shall promptly
advise Owner of any difficulties or problems Contractor encounters at any time in cooperating and
communicating with any architects, subcontractors, suppliers, engineers or consultants retained by the
Owner in connection with the construction of any Kinko's Project.
ARTICLE V
PAYMENTS AND COMPENSATION
5.1 Construction Costs Based upon information provided by Owner for a Kinko's Project,
information provided by relevant subcontractors, laborers and/or suppliers, and any other appropriate
information, the Contractor shall prepare a Bid Analysis Form containing a breakdown of all construction
[CONTRACTOR NAME} Kinko's Confidential
Page 6 of 18
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costs and all other costs and amounts to be paid or reimbursed to the Contractor which shall be in the
form attached hereto as Exhibit "B " . Each Bid Analysis Form shall contain a separate line item for every
type of construction cost and all other costs and amounts for each Kinko's Project, and the approved Bid
Analysis Form shall be conclusive as to the items of reimbursable construction cost for each separate
Kinko's Project, subject to adjustment based on documented actual costs incurred by Contractor, if any
costs indicated therein are clearly designated as "estimated costs ".
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5.2 Payment Applications Contractor shall submit Payment Applications and corresponding
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(a) Payment Application No. 1 shall be for thirty-five percent (35 %) of the Contract Price identified
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(ii) A fully executed original Conditional Waiver and Release Upon Progress Payment from
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each subcontractor and supplier providing goods, services and/or materials in an amount of
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$5,000.00 and greater for the component(s) of the work covered by each progress payment.
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(iii) A Schedule which details all subcontractors and suppliers for the applicable Kinko's
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Project, (b) the total amount paid to Contractor and each of the subcontractors and
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suppliers for the Kinko's Project on each payment application.
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(b) Payment Application No. 2 shall be for twenty-five percent (25 %) of the Contract Price identified
in each approved Bid Analysis Form and shall be submitted by Contractor to Owner's Manager of
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Construction when all metal studs and drywall are completed to Owner's satisfaction for the Kinko's
Project, including labor and materials as reflected by subcontractors and suppliers billing of such items
and shall be paid by check within fifteen (15) days of Owner's receipt of a complete Payment Application
No. 2 as hereinafter provided. As a condition precedent to Owner's obligation to make this payment,
Contractor shall deliver to Owner:
(i) a Schedule which details all subcontractors and suppliers for the applicable Kinko's Project
and for each of them (a) the total agreed amount to be paid'to them for the Kinko's Project,
(b) the total amount paid to Contractor and each of the subcontractors and suppliers for the
Kinko's Project as of the date of Payment Application No. 2, (c) the total amount to be
paid to Contractor and each of the subcontractors and suppliers in connection with
Payment Application No. 2, and (d) any additional amounts not being paid to the
subcontractors and suppliers in connection with Payment Application No. 2 but to be paid
to them for the balance of their services in connection with the Kinko's Project upon
completion of such services [provided, that the aggregate of such amounts (other than
payments to Contractor and a 10% withhold for subcontractors and suppliers) shall not
exceed 5% of the total Contract Price identified in each approved Bid Analysis Form];
a Schedule detailing all approved Change Orders issued in connection with a Kinko's
Project that are included in the total Contract Price;
[CONTRACTOR NAME} Kinko's Confidential
Page 7 of 18 336455v2
(iii) a fully executed original Conditional Waiver and Release Upon Progress Payment from
Contractor in the form set forth on Exhibit "A" attached hereto in the amount of the total
payment reflected in Payment Application No. 2; and
(iv) an original Conditional Waiver and Release Upon Final Payment executed by each of the
subcontractors and suppliers providing goods, services and/or materials in an amount of
$5,000.00 and greater for the applicable Kinko's Project in the form set forth in Exhibit
"C" attached hereto in the amount of all amounts previously paid or payable in connection
with Payment Application No. 2.
i Each of the subcontractors and suppliers who are owed an amount equal to or greater than
$10,000.00 may be paid directly by Owner or by a joint check made payable to the applicable
subcontractor or supplier as determined by Owner on a case by case basis in its sole discretion,
' but for purposes of Owner's obligations to Contractor, any such payment shall be deemed to have
been made to Contractor.
(c) Payment Application No. 3 for twenty-five percent (25 %) of the Contract Price identified in each
approved Bid Analysis Form shall be submitted by Contractor to Owner's Manager of Construction and
shall be paid by check within fifteen (15) days of the date of Owner's receipt from Contractor of a
complete Payment Application No. 3 package as hereinafter provided and: (a) the date that Owner
receives a certificate of occupancy for a Kinko's Project or executed job card from applicable local
authorities having jurisdiction showing that all requirements for occupancy and issuance of a certificate of
occupancy have been met for a Kinko's Project; or (b) the Turnover Date. Each Payment Application No.
3 submitted by Contractor shall contain the following:
(i) a Schedule which details all subcontractors and suppliers for the applicable Kinko's Project
and for each of them (a) the total agreed amount to be paid to them for the Kinko's Project,
(b) the total amount paid to Contractor and each of the subcontractors and suppliers for the
Kinko's Project as of the date of Payment Application No. 3, (c) the total amount to be paid
to Contractor and each of the subcontractors and suppliers in connection with Payment
Application No. 3, and (d) any additional amounts not being paid to the subcontractors and
suppliers in connection with Payment Application No. 3, but to be paid to them for the
balance of their services in connection with the Kinko's Project upon completion of such
services (provided, that the aggregate of such amounts (other than payments to Contractor
and a 10% withhold for subcontractors and suppliers) shall not exceed 5% of the total
Contract Price identified in each approved Bid Analysis Form];
(ii) a Schedule detailing all approved Change Orders issued in connection with a Kinko's
Project that are included in the total Contract Price;
(iii) a fully executed original Conditional Waiver and Release Upon Progress Payment from
Contractor in the form set forth on Exhibit "A" attached hereto in the amount of the total
payment reflected in Payment Application No. 3; and
an original Conditional Waiver and Release Upon Final Payment executed by each of the
subcontractors and suppliers providing goods, services and/or materials in an amount of
$5,000.00 and greater for the applicable Kinko's Project in the form set forth in Exhibit "C"
attached hereto in the amount of all amounts previously paid or payable in connection with
Payment Application No. 3.
[CONTRACTOR NAME) Kinko's Confidential
Page 8 of 18 336455v2
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Each of the subcontractors and suppliers who are owed an amount equal to or greater than $10,000.00
may be paid directly by Owner or by a joint check made payable to the applicable subcontractor or
supplier as determined by Owner on a case by case basis in its sole discretion, but for purposes of
Owner's obligations to Contractor, any such payment shall be deemed to have been made to Contractor.
In any event, Contractor shall exercise its best efforts to ensure that Payment Application No. 3 shall be
provided to Owner no later than sixty (60) days after a Kinko's Project is completed in accordance with
the final approved construction plans and specifications and turned over to Owner for operation.
(d) Payment Application No. 4 is the billing of all approved Change Orders to the Contract Price
identified in each approved Bid Analysis Form shall be submitted by Contractor to Owner's Manager of
Construction and shall be paid by check within fifteen (15) days of the date of Owner's receipt from
Contractor of a complete Payment Application No. 4 package. Each Payment Application No. 4
submitted b Contractor shall contain the following:
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(i) a Schedule detailing all approved Change Orders issued in connection with a Kinko's
Project that are included in the total Contract Price;
(ii) each approved Change Order submitted for payment in Application #4 is (��) PP g P ym PP required to have q
documentation of prior written authorization by Kinko's designated Construction Project
Manager;
(iii) a fully executed original Conditional Waiver and Release Upon Progress Payment from
Contractor in the form set forth on Exhibit "A" attached hereto in the amount of the total
payment reflected in Payment Application No. 4; and
(iv) an original Conditional Waiver and Release Upon Final Payment executed by each of the
j subcontractors and suppliers providing goods, services and/or materials in an amount of
$5,000.00 and greater for the applicable Kinko's Project in the form set forth in Exhibit "C"
attached hereto in the amount of all amounts previously paid or payable in connection with
Payment Application No. 4.
(e) , Payment Application No. 5 which is the final payment application for fifteen percent (15 %) of the
Contract Price identified in each approved Bid Analysis Form shall be submitted by Contractor to
Owner's Manager of Construction and shall be paid by check within fifteen (15) days of Owner's receipt
from Contractor of-
(i) an Affidavit signed by an authorized representative of Contractor certifying that all of the
subcontractors and suppliers have been paid in full for the Kinko's Project;
(ii) an original Unconditional Waiver and Release Upon Final Payment executed by each of
the subcontractors and suppliers providing goods, services and/or materials in an amount of
$5,000.00 and greater for the applicable Kinko's Project in the form set forth in Exhibit
" E " attached hereto in the amount of all amounts paid as of the date of Payment
Application No. 5 to each subcontractor and supplier;
(iii) a fully executed original Conditional Waiver and Release Upon Final Payment in the form
attached hereto as Exhibit "C" from Contractor and the required and completed
Construction Document file containing all of the construction documents set forth on the
attached Exhibit "D" so that Owner can conduct a timely project post- audit;
(iv) an original Unconditional Waiver and Release Upon Final Payment in the form attached
[CONTRACTOR NAME) Kinko's Confidential
Page 9 of 18 33'
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hereto as Exhibit "E" executed by each of the subcontractors and suppliers providing —,
goods, services and/or materials in an amount of $5,000.00 and greater for the applicable
Kinko's Project who did not execute a Conditional Waiver and Release Upon Final
Payment in connection with Payment Application No. 3. If such documentation from all
such parties and completed Construction Document files are not delivered to Owner within
ninety (90) days after the date that a Kinko's Project is completed in accordance with the
final approved construction plans and specifications and turned over to Owner for
operation, Contractor will promptly provide Owner with a detailed written explanation. If
such documentation from all such parties and completed Construction Document files are
not delivered to Owner within one hundred twenty (120) days after the date that a Kinko's
Project is completed in accordance with the final approved construction plans and
specifications and turned over to Owner for operation, Owner may, at Owner's option, elect
to not pay Contractor for Payment Application No. 4 and in such event no amount shall be
payable by Owner to Contractor in relation to Payment Application No. 4, and
(v) A fully executed "general warranty" in accordance with the terms of Section 4.8 herein.
Within ten (10) days after the check for payment of all amounts reflected in Payment Application No. 5
has been properly endorsed and has been paid by the bank upon which it is drawn, Contractor shall
execute and deliver to Owner an Unconditional Waiver and Release Upon Final Payment in the form
attached hereto as Exhibit "E " . (The various waivers and lien releases are summarized at Section 5.6 .)
The compensation to Contractor under this Section and reimbursements identified in the Bid Analysis
Form, plus payments for any Change Orders, shall be the sole payments made to Contractor by Owner.
5.4 Time For Payment Of Contractors: Provision of Lien Releases The Contractor
acknowledges that time is of the essence in the completion of all Kinko's Projects. Contractor shall
timely pay all general contractors, Trade Contractors, subcontractors, laborers and suppliers of goods
and/or materials for all Kinko's Projects before Contractor deducts any amounts from payments made by
Kinko's to Contractor for Contractor's fees as set forth herein and exercise best efforts to avoid the filing
of liens against a Kinko's Project by any such parties. The Contractor shall furnish the Owner with copies
of all Conditional and Unconditional Waiver and Release forms fully executed by all general contractors,
Trade Contractors, subcontractors, laborers and material suppliers for each Kinko's Project as provided
above in Section 5.3
5.5 Satisfaction Of Liens In the event of imposition of a lien upon any Kinko's Project by a Trade
Contractor, subcontractor, laborer or supplier of goods and/or materials to a Kinko's Project or any other
party engaged by Contractor on Owner's behalf, Contractor shall immediately provide written notice of
such lien imposition to Owner. If requested by Owner, Contractor shall bond against any such lien in a
timely manner and in no event beyond any statutorily imposed time period. In addition to any other
remedies that Owner may have at law or in equity, in the event any such lien is not removed or bonded
against by Contractor by the earlier of. (i) a date within thirty (30) days from the Turnover Date; or (ii) a
date as requested by a landlord for a Kinko's Project, Owner shall have the right to satisfy the claim,
remove the lien and deduct all costs and expenses incurred as a result thereof from any future amounts
owed to Contractor hereunder.
5.6 Waivers and Releases — Summary The three (3) waiver and release requirements under this
Agreement are summarized below. The parties acknowledge that the applicable forms may vary from
state to state.
(i) Conditional Waiver and Release Upon Progress Payment:
[CONTRACTOR NAME} Kinko's Confidential
Page 10 of 18 336455v2
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To the extent authorized by State Law (defined to be the "State Law" where the Kinko's Project is
located), a conditional waiver and release upon progress payment shall be executed by the
Contractor and each Trade Contractor, subcontractor and supplier for the Kinko's Project in the
form- attached hereto as Exhibit "A ", or such other form as prescribed by State Law for this
purpose.
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(ii) Conditional Waiver and Release Upon Final Payment:
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To the extent authorized by State Law, a conditional waiver and release upon final payment shall
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be executed by the Contractor and each Trade Contractor, subcontractor and supplier for the
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Kinko's Project in the form attached hereto as Exhibit "C ", or such other form as prescribed by
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State Law for this purpose.
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(iii) Unconditional Waiver and Release Upon Final Payment:
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To the extent authorized by State Law, an unconditional waiver and release upon final payment
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Kinko's Project in the form attached hereto as Exhibit or such other form as prescribed by
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ARTICLE VI
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OWNER'S RESPONSIBILITIES
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6.1 Construction Documents The Owner shall provide Contractor with complete construction
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documents for each Kinko's Project unless otherwise agreed between the parties. The Contractor shall
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maintain a copy of all construction documents including, but not limited to, all of the construction
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documents listed in Exhibit
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6.2 Time for Furnishine Information and Services Information or services under the Owner's
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control shall be furnished by the Owner with reasonable promptness following receipt of Contractor's
request to avoid delay in the orderly progress of the Contractor's services and the progress of work at each
Kinko's Project. The Owner shall assist the Contractor in obtaining information and services from
Landlords or other third parties in a timely manner, as may be required for a Kinko's Project.
6.3 Desien and Consultine Services The Owner shall furnish and pay for all necessary property
acquisition, planning, zoning, land use, traffic engineering, design, architectural, engineering and
consulting services required for the completion of each Kinko's Project, unless the parties otherwise agree
in writing for a particular Kinko's Project.
ARTICLE VII
INSURANCE
7.1 Required Insurance The Contractor shall carry and purchase at all times relevant to this
Agreement insurance that will protect against the claims set forth below, which may arise out of, or result
from, activities and operations pursuant to this Agreement:
[CONTRACTOR NAME} Kinko's Confidential
Page 11 of 18 336455v2
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(a) claims under workers compensation, disability benefit and other similar employee benefit acts -
which are applicable to the operations to be performed as required by applicable law;
(b) claims for damages because of bodily injury, occupational sickness or disease, or death of each
panty's respective employees;
(c) claims for damages because of bodily injury, sickness or disease, or death to third persons in
connection with operations pursuant to this Agreement;
(d) claims for damages, other than to work at the Kinko's Project, because of injury to or destruction
of tangible property, including loss of use resulting therefrom; and
(e) claims for damages because of bodily injury, death of a person or property damage arising out of
ownership, maintenance or use of a motor vehicle.
Builder's Risk or All Risk insurance may be maintained by the Owner for a Kinko's Project undertaken
pursuant to this Agreement. Contractor shall have no obligation to maintain such insurance, unless
specifically requested by the Owner and paid for by the Owner as part of the Contract Price for a Kinko's
Project.
7.2 Amount of Insurance and Duration The insurance required by Section 7.1 subsection(s)
(b) -(e) shall be written for not less than limits of Five Million Dollars ($5,000,000.00) per occurrence, but
may be in greater amounts as reasonably agreed to by Owner and Contractor from time to time.
Coverages, whether written on an occurrence or claims -made basis, shall be maintained without
interruption from date of commencement of operations under this Agreement until termination of this
Agreement. If the required insurance is to be canceled or terminated, or is to lapse, Contractor shall
provide Owner thirty (30) days' prior written notice. Prior to commencement of this Agreement,
Contractor shall provide to Owner a Blanket Certificate Of Insurance evidencing the insurance coverages
reflected herein for all Kinko's Projects and shall do so at any time during the term of this Agreement
within ten (10) days of a written request therefor. Each such Blanket Certificate Of Insurance shall also
contain an appropriate additional insurance endorsement evidencing that the other party, its officers,
directors, board members, affiliates, subsidiaries and employees have been named and are covered as
additional insureds on said insurance and that said insurance shall be the primary coverage before any
other similar insurance available. Such certificates and/or endorsements shall be forwarded to: Kinko's,
Inc., Attn: Insurance Department, 13155 Noel Road, Suite 1600, Dallas, Texas 75240.
7.3 Waivers of Subrogation The Owner and Contractor waive all rights against each other and
each other's respective engineers, architects, consultants, agents and employees of any of them, for
claims, damages, losses and expense, but only to the extent covered by property insurance during
construction, except such rights as they may have to the proceeds of such insurance under applicable law.
The Owner and Contractor shall require similar waivers from their respective consultants. A waiver of
subrogation shall be effective as to a person or entity even though that person or entity would otherwise
have a duty of indemnification, contractual or otherwise, did not pay the premium directly or indirectly,
and whether or not the person or entity had an insurable interest in the property damaged.
7.4 Subcontractors' Insurance Contractor shall require that all subcontractors of every tier supply
Certificates of Insurance evidencing liability insurance that complies with the requirements of Section 7.1
with limits according to a schedule of subcontractor's liability insurance to be submitted by Contractor
and approved by Owner. Subcontractors of every tier shall also supply copies of endorsements to their
insurance policies naming Owner as an additional named insured with regard to the operations o'
subcontractor, and providing that the insurance of subcontractor is primary and the insurance of Owner
[CONTRACTOR NAME) Kinko's Confidential
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secondary and noncontributory. If Contractor fails to obtain the required certificates of insurance from
any subcontractors and a claim is made, Contractor shall indemnify, defend, and hold harmless Owner
from any and all claims for which the required insurance would have provided coverage. This indemnity
obligation is in addition to any other indemnity obligation provided in this Agreement.
ARTICLE VIII
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GENERAL PROVISIONS
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8.1 Contractor Personnel The authorized representative of the Contractor under this Agreement
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shall be [NAME] and this authorized representative must approve any changes or modifications to this
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Agreement in writing. In the event it is necessary to appoint a successor for [NAME], the parties shall
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mutually agree upon said successor. In the event the Owner objects to any Project Manager or
Superintendent employed by Contractor, Owner shall notify Contractor of its objection, and Contractor
shall take reasonable steps to satisfy the Owner's objection and promptly address Owner's objections or
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replace the Contractor or Superintendent with someone acceptable to Owner. However, Contractor
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maintains its independent authority to hire such employees as it deems to be qualified for purposes of
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fulfilling the terms of this Agreement. Owner gives authority to Contractor's designated employee(s) to
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place purchase orders on behalf of Owner for materials as reflected on Bid Analysis Forms, and project
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drawings approved in writing by Owner.
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8.2 Owner Representative The Owner has designated Tom Carroll, Senior Vice President of Real
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Estate, to act as its representative with respect to this Agreement, and this person shall have authority to
bind the Owner with respect to all matters relating to this Agreement. In the event it is necessary to
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appoint a successor for Owner's Senior Vice President of Real Estate, the Owner shall appoint said
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successor. The Owner shall render decisions in a timely manner in order to avoid delay in the orderly and
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8.3 Non - Disclosure The parties have entered into a separate, binding Non - Disclosure Agreement
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dated ' which shall remain in full force and effect as provided herein. The terms of
this Agreement shall not have any effect on the terms of the Non - Disclosure Agreement. Furthermore,
the parties agree that the terms of this and all subsequent agreements between the parties shall remain
confidential, except as provided in the Non - Disclosure Agreement or in this Agreement.
8.4 Ownership of Plans and Drawings The drawings, specifications, and all other documents
related to a Kinko's Project are, and shall remain, the property of Owner and Owner shall retain all
common law, statutory, and other reserved rights, in addition to the- copyright (including, without
limitation, the right to create derivative works therefrom). Neither Contractor nor any Trade Contractor,
subcontractor, laborer or material or equipment supplier shall own or claim a copyright in the drawings,
specifications and other documents. The drawings, specifications, and other documents are furnished to
Contractor for the purpose of performing the work. Contractor, Trade Contractors, subcontractors,
laborers, and material or equipment suppliers are granted a limited license to use and reproduce applicable
portions of the drawings, specifications, and other documents appropriate to and for use in execution of
the work. All copies made under this license shall bear the statutory copyright notice, if any, shown on
the drawings, specifications, and related documents. Submittal or distribution to meet official regulatory
requirements or for other purposes in connection with the Kinko's Projects shall not be construed as
publication in derogation of Owner's copyright or other reserved rights. The drawings, specifications, and
other documents, and copies thereof furnished to Contractor, are for use solely with respect to the Kinko's
Projects and are not to be used by Contractor or any Trade Contractor, subcontractor, laborer, or material
[CONTRACTOR NAME) Kinko's Confidential
M Page 13 of 18 336455v2
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or equipment supplier on other projects or for additions to the Kinko's Projects outside the scope of the
work without the specific written consent of Owner.
8.5 Progress Reports The Contractor shall provide regular updates in a format and containing
content as is acceptable to Owner and attend meetings as required to report on the status of Kinko's
Projects being undertaken pursuant to this Agreement.
8.6 Owner Consultants The Contractor shall assist the Owner in selecting and retaining the
professional services of architects, engineers, surveyors, special consultants and testing laboratories
required for the Kinko's Projects constructed pursuant to this Agreement as requested by Owner. The
Contractor shall not be liable for errors, omissions or other default on the part of the Owner's architects,
engineers and consultants.
8.7 Proiect Closeout The Contractor shall secure, transmit and assign to the Owner, as appropriate,
warranties and similar submittals required by the construction documents for a Kinko's Project undertaken
pursuant to this Agreement, and shall deliver all keys, owner manuals and similar items that it may obtain
as part of a Kinko's Project closeout.
8.8 Compliance with Laws, Codes and Regulations The Contractor shall comply with all laws,
codes, regulations and safety requirements governing its services under this Agreement. Contractor shall
not be liable for damages arising out of building code violations contained in design documents and
information furnished by the Owner or its consultants, unless it observes such violations and fails to
report them to the Owner in a prompt manner.
8.9 Time is Essence of Agreement Time is of the essence in the performance of the terms of this
Agreement.
8.10 Assignment Neither party to this Agreement shall assign rights, or delegate duties, under this
Agreement without the written consent of the other party. Notwithstanding anything herein to the
contrary, Owner shall have the right to assign, transfer, convey, sell, encumber or in any way alienate all
or any part of this Agreement (collectively "transfer ") to any of its partners, related entities, subsidiaries
or affiliates, or to a successor entity in the event of merger, reorganization, consolidation, transfer, sale,
stock purchase, public offering or other change of ownership (collectively "affiliate ") without consent of
or recourse by Contractor. Any assignment or transfer made in violation of this provision shall be null
and void and of no further force or effect.
8.11 No Third Party Beneficiaries Nothing contained in this Agreement shall create a contractual
relationship with, or create rights, privileges or causes of action in favor of any third party against either
the Owner or Contractor.
8.12 Hazardous Material In the event Contractor discovers hazardous material at any Kinko's
Project site, Contractor shall immediately notify Owner and assist Owner in developing a plan for the
removal and disposal of the hazardous material. Contractor shall further undertake to remove and dispose
of such hazardous material, at the Owner's expense, where Owner requests such services in writing.
Except as may be covered by insurance obtained by the Contractor in accordance with this Agreement,
the Contractor shall have no responsibility to Owner for claims, injuries or property damage allegedly
arising out of the discovery, presence, handling, removal, disposal of or exposure of persons to hazardous
materials in any form at any Kinko's Project site, including, but not limited to, asbestos, asbestos
products, polychlorinated biphenyl (PCB) or other toxic substances unless such hazardous materials result
from Contractor's activities. .
[CONTRACTOR NAME) Kinko's Confidential
Page 14 of 18 336455v2
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8.13 Indemnity by Contractor Contractor shall indemnify, defend, and hold harmless Owner
and its representatives, consultants, officers, agents, servants, employees, shareholders, board members
and each of them (collectively, the "Indemnitees "), from and against any and all claims made, asserted or
alleged for any damage or injury of any kind or nature whatsoever, to any person or property (including,
without limitation, claims for injury to or death of any employee of Contractor, or Trade Contractors,
subcontractors or materialmen or suppliers of any tier) which claims result from, arise out of, or occur in
connection with the execution of Kinko's Projects undertaken pursuant to this Agreement, except that
Contractor shall not be required to indemnify an Indemnitee against a claim or loss that is solely the result
of the Indemnitee's gross negligence or willful misconduct. Contractor shall indemnify Indemnitees from
and against all loss, cost, expense, liability, damage, or injury, including legal fees, that Indemnitees may
directly or indirectly sustain, suffer, or incur as a result thereof, and further agrees to defend the
Indemnitees with counsel of Indemnitees' choosing. Contractor agrees to pay on behalf of Indemnitees,
promptly following their demand therefor, the amount of any judgment that may be entered against
Indemnitees or any of them in any such action. If any such claims, loss, costs, expense, liability, damage,
or injury arise or are made, asserted, or threatened against an Indemnitee for which the insurer of
Contractor does not admit coverage, or if such coverage is inadequate, Owner shall have the right to
withhold from any payments due or to become due to Contractor an amount sufficient to protect
Indemnitees from such claims, loss, costs, expense, liability, damage, or injury, including legal fees.
Contractor further agrees to indemnify and hold the Owner harmless from any and all damages, loss or
expense (including reasonable attorney's fees) arising out of any and all claims of lien, or other claims for
payment for labor, services or material provided to a Kinko's Project, as may be asserted by any Trade
Contractor or other subcontractor or laborers and suppliers of goods and/or materials on any Kinko's
Project undertaken pursuant to this Agreement.
8.14 Indemnity by Owner Owner hereby agrees to indemnify and hold the Contractor harmless
-� from any and all claims, causes of actions, damages, loss and expense (including reasonable attorney's
fees) arising out of injury to persons or injury to tangible property (other than the work itself] in the
course of the construction of any of the Kinko's Projects undertaken pursuant to this Agreement, but only
to the extent caused solely by Owner or Owner's architects, engineers, consultants, agents or employees.
8.15 Limitation of Liability Contractor shall not be liable for the errors or omissions of architects,
engineers, consultants, agents, employees and representatives of the Owner in connection with the
performance of services under this Agreement. Contractor shall have the right to rely upon information
and services provided by the Owner or its architects, engineers or consultants as being accurate and
adequate for the purpose intended.
8.16 Force Maieure Neither party to this Agreement shall be liable to the other party for any delay
in the performance of services pursuant to this Agreement where such delay is caused by events beyond
the reasonable control of either party, including, but not limited to, Acts of God, riots, war, insurrection,
acts or omissions of governmental authorities, labor disputes, unavoidable delays in delivery of materials
or equipment, or similar events.
8.17 Severability In the event any portion of this Agreement is declared illegal or unenforceable by
any court having jurisdiction of the parties or this Agreement, the parties intend that the remainder of this
Agreement will continue in force, if the primary intent of the parties can be satisfied without the
offending provision,
8.18 Notices All official notices to either party under this Agreement shall be made in writing and
delivered personally to the appointed representatives of each party, as named in this Agreement or by fax,
by e-mail or U.S, mail.
[CONTRACTOR NAME) KinkoIs Confidential
Page 15 of 18 336455v2
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8.19 Inte¢ ration Clause This Agreement and the attached Exhibits "A" — "J" represents the entire
and integrated agreement between the Owner and Contractor and supersedes all prior negotiations,
representations or agreements, either written or oral. This Agreement may be amended only by written
instrument signed by both Owner and Contractor.
8.20 Termination For Default Either party may by written notice to the other party, terminate this
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Agreement in whole or in part upon the occurrence of a material default by either party in the
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performance of the terms and conditions of this Agreement. The following events shall constitute a
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material default:
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(1) The failure of the other party to pay any monies upon the terms contained herein; or
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(2) The failure of the other party to perform any of its obligations under this Agreement; or
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(3) The other party shall become bankrupt, have an order of receivership issued against it,
file a petition in bankruptcy, make an arrangement with or assignment in favor of the
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creditors or go into liquidation (other than voluntary liquidation for purposes of merger or
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reorganization, where it does not result in any material diminution of the other party's
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ability to perform its obligation hereunder); or
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(4) The sale or transfer of control of the other party or substantially all of the assets thereof to
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an unrelated entity. In the event that Kinko's (a) merges with or consolidates into one or
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more other entities licensed to use the Kinko's trademark, or (b) assigns all its right, title
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and interest in this Agreement to the owner /licensor of said trademark, such a transfer
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shall be specifically excluded as an event of default for purposes of this Agreement.
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Either party's right to terminate this Agreement for any of the reasons listed hereinabove may be
exercised if the defaulting party does not promptly implement the necessary measures to correct such
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failure within thirty (30) days (or more if authorized in writing by the non - defaulting party) after receipt
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of notice from the non - defaulting party specifying in reasonable detail the failure and if the defaulting
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party does not continue to diligently prosecute the cure to completion.
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8.21 ' No Waiver A waiver by either of the parties hereto of any of the covenants, conditions, or
agreements to be performed by the other shall not be construed to be a waiver of any succeeding breach
thereof or of any covenant, condition, or agreement herein contained. Unless stated otherwise, all
remedies provided for in this Agreement shall be cumulative and in addition to and not in lieu of any
other remedies available to either party at law, in equity, or otherwise.
8.22 Governing Law Any action by one party to this Agreement against the other arising out of this
Agreement or of conduct, acts or activities of the parties hereunder will be governed by Texas law and
may be maintained in the District Court of the State of Texas, and in the County of Dallas, and no such
action against Owner may be maintained except in the District Court of the State of Texas in and for the
County of Dallas. The parties consent to the maintenance of any such action against Owner in the District
Court of the State of Texas in and for the County of Dallas. The parties agree that entry into this
Agreement constitutes sufficient minimum contacts to permit the Courts of Texas to assert jurisdiction in
any action arising out of this Agreement or of the conduct, acts or activities of the parties hereunder.
Service of process or notice may be made: (a) as provided by law; or (b) by mailing the process or notice
in an envelope with postage sufficient for certified mail, return receipt requested, addressed in the manner
specified for notices in this Agreement.
[CONTRACTOR NAME) Kinko Is Confidential
Page 16 of 18 336455v2
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8.23 Contract and Legal Rights Duties and obligations imposed by this Agreement and rights and
remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and
remedies otherwise imposed or available by law or in equity or by any other agreement, and any such
rights and remedies shall survive the acceptance of the work and/or any termination of this Agreement.
8.24 Clean Worksite. At all times, Contractor shall keep the Kinko's Project premises and
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surrounding area free from accumulation of waste materials or rubbish caused by performance of the
work. At completion of the work, Contractor shall remove from and about the Kinko's Project all waste
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materials, rubbish, tools, construction equipment, machinery, and surplus materials. Contractor, at all
times, shall maintain streets, sidewalks, and other areas surrounding the Kinko's Project site in a clean
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condition free from debris, rubbish, and waste materials. Contractor shall promptly remove all spillage,
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tracking, rubbish, debris, and waste materials arising from performance of the work from such areas, and
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shall establish a regular maintenance program of sweeping and hosing to minimize accumulation of dirt
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and dust on such areas.
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8.25 Independent Contractor. Contractor agrees to perform the work as an independent contractor
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and not as the agent, employee, or servant of Owner. Contractor has and hereby retains the right to
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exercise full control and supervision of the work and full control over the employment, direction, method
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of performing, compensation, and discharge of all persons assisting in the work. Contractor agrees to be
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solely responsible for all matters relating to payment of its employees, including compliance with Social
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Security, withholding, and all other regulations governing such matters. Contractor agrees to be
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responsible for its own acts and those of its subordinates, employees, and subcontractors during this
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Agreement.
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8.26 Ouality of Material Contractor warrants and covenants that all materials and equipment
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furnished under this Agreement will be of the best quality and new unless otherwise required or permitted
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by this Agreement, that the work will be free from defects and faults, and that the work will conform with
the requirements of this Agreement. Work not conforming to these requirements, including substitutions
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not properly approved and authorized, may be deemed defective. Contractor's warranty excludes remedy
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for damage or defect caused by abuse, improper, or insufficient maintenance, improper operation, or
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normal wear and tear under normal usage. If required by Owner, Contractor shall furnish satisfactory
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evidence as to the kind and quality of materials and equipment.
8.27 As Built Drawings Upon substantial completion of the work and as a condition precedent to
Owner's approval and payment of Contractors final payment application, Contractor shall furnish to
Owner drawings showing the field changes and selections (all changes and selections to be approved by
Owner in advance) affecting the general construction, mechanical, electrical, plumbing, and all other
work, and indicating the work as actually installed (collectively the "As -Built Drawings "). The As -Built
Drawings shall consist of carefully drawn markings on a set of reproducible prints of the drawings
obtained and paid for by Contractor and shall be rolled -up, placed in a sealed, weatherproof tube and
secured in the telecom closet at the Kinko's Project for which they were prepared. Contractor shall
maintain at the job site one (1) set of drawings and indicate thereon each field change as it occurs.
8.28 Survival Of Obligations The terms, covenants, conditions and obligations of the parties which
are set forth in this Agreement shall survive termination or expiration of this Agreement.
8.29 Successors And Assigns This Agreement is binding upon the respective heirs, executors,
administrators, legal representatives, successors and assigns of each party hereto.
8.30 Compliance with Lease Agreement Contractor hereby agrees that Contractor has reviewed the
Lease Agreement between Kinko's and Landlord (the "Lease Agreement "), and agrees to comply with the
[CONTRACTOR NAME) Kinko's Confidential
Page 17 of 18 0 1 336455v2
terms and provisions of the Lease Agreement with respect to the construction of the Kinko's Project.
Contractor hereby indemnifies Owner for any and all liabilities, claims, liens, demands, causes of action
and damages arising from or related to Contractor's failure to comply with the terms and provisions of the
Lease Agreement.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed in their names
and on their behalf by duly authorized officers thereof, the day, month and year set forth below.
O_: Contractor
[CONTRACTOR NAME,
a corporation
By:
Print Name:
Title:
Date:
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EXHIBIT A
Conditional Waiver and Release Upon Progress Payment
Upon receipt by the undersigned of a check from (Maker of Check) in the sum
of $ (Amount of Check) payable to (Payee or Payees of
Check) and when the check has been properly endorsed and has been paid by the bank upon which it is drawn,
this document shall become effective to release pro tanto any mechanic's lien, stop notice or bond right the
undersigned has on the job of Kinko's, Inc. located at (Job Description) to the following extent. This
release covers a progress payment for labor, services, equipment or material furnished to Kinko's, Inc.
through (Date) only and does not cover any retention or items furnished after said date. Before any
recipient of this document relies on it, said party should verify evidence of payment to the undersigned.
Dated:
(Company Name)
By:
Title*:
*Must be an individual authorized to legally bind the company to the terms contained herein.
(THIS FORM IS SUBJECT TO MODIFICATION AS NECESSARY TO MEET
LOCAL REQUIREMENTS)
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EXHIBIT B
BID ANALYSIS FORM
[PROJECT NAME]
„ (See next 3 sheets)
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BID ANALYSIS 1 FINAL PROJECT APPROVAL FORM Date
SitelDS: TBD Market: District: Location:
(Inan n.•.. n1W/1Qnn
Proj: Project Name
Street: Address
City /St: City, State, Zip
Type: New
Sq.Ft.: 1
Project Cost
per Sq Ft
$0.00
Net of TI
$0.00
Cat N
General Requirements
Notes Re Unplanned Building Expenses and Other Bid Detail
1 -010
Architect/Engineedng
0
0
1 -020
Permits
0
0
1 -330
Final Clean Up
0
0
1 -500
General Labor
0
0
1 -525
Temporary Facilities
0
0
1 -530
Barriers & Enclosure
0
1 -550
Storage Container
0
Gen'I Requirements Total
0
Sitswork
2 -050
Demo & Temy Walls
0
2 -070
Dumpster & Removal
0
2-080
Sitework - General
0
2-895
Trash Enclosure
0
2 -900
11-andscape
Shades & Blinds by KCO Purchasing
0
8-810
Sitswork Total
0
Mason
4 -100
Mason
0
4 -500
Exterior Tile Finishes
0
7410
Masonry Total
0
Woods / Carpent
6 -100 Wood Blocking / Carpentry
Insulation 3 Roofin
7 -200
Insulation
0
7 -250
Fire roofin
0
7410
Roofina Items
0
B -130
Insulation & Roofina Total
0
Doors 3 Windows
8 -110
Doors Frames & Hardware
0
B -120
Store Front
0
B -125
Vestibule
0
B -130
Auto Doors
0
8 -200
Window Treatments
Shades & Blinds by KCO Purchasing
8-810
Interior Glass
EE 100
Doors/Window Total
Drywall
9 -210 10rywall
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BID ANALYSIS I FINAL PROJECT APPROVAL FORM oat.
MGM#: TBD Market: District: Location:
Open Date: 01/00/1900
Paintin
9 -910
Interior Paint
capitalized if other structural work REM otherwise ex sed MRM
0
9 -915
Exterior Paint
capitalized if other structural work REM otherwise expensed MRM
0
9 -920
Vinyl Wall Covering
0
9 -930
Stucco/Dryvit
0
15-550
Total Paintina
1
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Specialties
10-100 ISpecialties, - Other p
Furnishing & Fixtures
12 -100
Fixture Installation
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12 -130
Trim Carpentry & Labor
1
0
15-530
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Furnishina Total
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Conveying Systems
14 -240
Hydraulic Elevators
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14-420
Wheelchair Lifts
l Conve - yinaTotal
1
0
15-530
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Fire Protection Total
0
Fire Protection
15-300
FPS Sprinklers
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164300
Fire Alarm
0
15-530
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Fire Protection Total
0
HVAC
15.500
HVAC - E ui ment
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$ -
15-5 0
HVAC - Ductwork
0
15-530
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HVAC - Controls
0
15-540
HVAC - Service
0
15-550
HVAC - Other
0
16-741
HVAC Total
0
Electrical
16-050
Electrical Service
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0
16-120
Switch Gear & Panels
0
16-150
Li ht Fixtures
0
16-200
Wirin - General
0
16-520
Exterior Sign Connections
0
16-741
IData & Comm Cablin
0
16.810
Life Safety Systems
0
16-900
Electrical Other
0.00
0
Electrical Total
0
General Requirements
21 -100
lGeneral Conditions
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0
23 -102
ISuperintendent
0
22 -100
lContingency a 6.5%
0
22 -100
OH &P 4 10%
0
Bond
0
Subtotal
0.00
22 -100
Tax if applicable
$0.00
Total Contractor Portion - Bld Analysis
0.00
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BID ANALYSIS / FINAL PROJECT APPROVAL FORM Date
SitelDS: TBD Market: District: Location:
Onan Date: 01100/1900
$0.00
Total Contractor Portion - Bid Analysis
0.00
S/s Ft
Other Project Costs
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Architect/Engineedng Fees
0
Cabinets and Shelves
0
Cabling
0
Computer Setup
0
D & I Overhead
0
Exterior Si na e
0
Flooring (Material)
0
Flooring (Labor)
0
Fumiture & Fixtures
0
HVAC
0
Lights
0
Permit Fees (Building)
0
POS System
0
Purchased Equipment <$1500
0
Purchased Equipment >$15001
0
Window Treatments
0
$0.00
Other Project Cost Total
0
$0.00
Gross Project Total 0.00
$0.00
Capital Costs 0
memo: Inc u es Total Contractor Portion, HVAC, Lighting, Permit Fees, Flooring Installation, Uablinl
ALLOWANCES
$0.00 Tenant Improvement Allowance 0
$0.00 Federal Express Reimbursement 0
0.00
Total Allowances
0.00
$0.00
Project Total - Net of Allowances 0.00
F __ E$/SqFl lAnnual Operating Plan Not On AOP
$0.00 lApproved per the Annual Operating Plan -
S/sgFe Ca Ex Request
NVALUEI lApproved per the CapEx Request
( $0.00
$0.00
$0.00
Site Review
Cost Projection - Building Shell
Cost Projection - Tenant Interior
Site Review Total 0
Difference - Net Project Total to Annual Operating Plan 0DIV 101
Overrun to AOP
% Difference - Net Project Total to Remodel Request #DIV /0I
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APPROVALS
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i When difference to Capital Expenditure Request exceeds +5% and 50K, send a copy to the following:
Chief of Field Operations
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EXHIBIT C
Conditional Waiver and Release Upon Final Payment
Upon receipt by the undersigned of a check from (Maker of Check) in the sum
of $ (Amount of Check) payable to (Payee or Payees of Check)
and when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this
document shall become effective to release pro tanto any mechanic's lien, stop notice or bond right the
undersigned has on the job of Kinko's, Inc. located at (Job Description) to the following extent. This
release covers the final payment to the undersigned for all labor, services, equipment or material furnished on
the job, except for disputed claims for additional work in the amount of $ . Before any recipient of
this document relies on it, said party should verify evidence of payment to the undersigned.
Dated:
(Company Name)
B
Title*:
*Must be an individual authorized to legally bind the company to the terms contained herein.
(THIS FORM IS SUBJECT TO MODIFICATION AS NECESSARY TO MEET
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EXHIBIT D
Content of Construction Document File
Contractor shall assemble these items as applicable in a project file for each Kinko's Project and transfer
them to Kinko's Branch Planning and Construction Department at Kinko's Corporate Office or such other
recipient(s) as designated by Owner for retention no later than 90 days after Store Turnover Date.
(TO BE CUSTOMIZED ON A CASE BY CASE BASIS)
1) Final as -built drawings shall be rolled up, placed in a sealed, weatherproof tube and secured in the
telecom closet of the applicable Kinko's location.
2) Copies of all documents included in Payment Application No. 1, Payment Application No. 2, Payment
Application No. 3 and Payment Application No. 4 including, without limitation all Schedules,
Affidavits, Conditional Waiver and Release Upon Progress Payment forms, Conditional Waiver and
Release Upon Final Payment forms, Unconditional Waiver and Release Upon Final Payment forms
and General Warranty forms referenced herein.
3) Bid Analysis Form and copies of all bids obtained by General Contractor for a Kinko's Project
including at least three subcontractor bids for all trades required for a Kinko's Project in all instances
unless otherwise approved in writing by Kinko's. If approvals to the Bid Analysis Form were given
via e-mail before signature by an authorized Kinko's representative on the actual Bid Analysis Form,
a copy of each such e-mail shall be included in the Construction Document file.
4) Certificate of Occupancy or executed job card from applicable local authorities having jurisdiction
showing that all requirements for occupancy and issuance of a certificate of occupancy have been met.
5) Completed Operations Turnover Inspection & Punch -list form in the form attached hereto as Exhibit
K.
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EXHIBIT E
j Unconditional Waiver and Release Upon Final Payment
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The undersigned has been paid in full for all labor, services, equipment, material and anything else furnished
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or provided to (Name of Party) in connection with the Kinko's Project located at
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(Job Description) and does hereby waive and release any right to a mechanic's lien, stop
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notice, or any right against a labor and material bond on the job.
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NOTICE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU
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HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE
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AGAINST YOU IF YOU SIGN IT, EVEN IF YOU HAVE NOT BEEN PAID. IF YOU HAVE NOT
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Dated:
(Company Name)
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By:
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*Must be an individual authorized to legally bind the company to the terms contained herein.
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(THIS FORM IS SUBJECT TO MODIFICATION AS NECESSARY TO MEET ;. -� -.
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LOCAL REQUIREMENTS)
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EXHIBIT F
Listing of Kinko's Projects As of the Date of Execution of the Agreement
1. [PROJECT NAME] — Bid amount $XXX,XXX
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Real Estate Change Order Approval Process
REVISED - Effective 8130101
LEASE SIGNED
BID ANALYSIS APPROVED
CONSTRUCTION STARTED
KCO Change
Directive
Issued by 8P&C Project Manager
with revised drawings as required.
GC Construction
Superintendent
Conditions requiring addtonal
construction are discovered.
Superintendent notifies GC Project
Manager.
GC Project Manager
Submit an E-mail to BP&C Project
Manager based on the details of the
Change Directive to Include
1. Summary Description
2. Estimated Cost
3. Estimated Schedule Impact
Kinko's
Project Manager
Reviews and approves via forward
to the following parties:
1. SVP /GM
2. MD
3. GC Project Manager
4. RE Day Mgr
GC Project Manager
GC Project Manager sends an urgent E-
mail to Kinko's Project Manager to Include
1. Detailed Description
2. Estimated Cost
3. Estimated Schedule Impact
No
Kinko's Project
Mgr
Determines need
for work and validity
ofrequest
DOCUMENTATION
AND REVIEW
GC
Within 30 days of work completion,
GC generates CO Summary Form,
attaching;
1. Change Order Request (or credit,
as applicable)
2. Subcontractor proposal and work
order
3. Invoice and proof of payment, (or
credit), as available
4. Copies of email correspondence
and approvals
KCO BP&C
lot review of CO package to
ensure communication and
approval requirements met.
Implement Improvements to
prevent recurrences where
possible. Preliminary approval
by BP&C.
/ KCO Financial Pln'g
2nd CO packagelcredit notice
review, record CO Info In
M 1 database. Final approval of
Increases by VP FP&A.
Kinko's
Project Manager
Provides the following parties with details
and reasons for the additional costs via
urgent "all.
1. SVPIGM
2. MD
3. VP GC
4. GC Project Manager
5. RE Dow Mgr (If schedule Impacted)
8. Fixed Asset Acclg (for accrual)
BP&C Issues new plans to GC as
necessary.
APPROV L by BP&C
KCO Financial Pln'g
Distributes complete copies of
CO Document Package to:
1. Fixed Asset Accounting
2. Financial Planning files.
Original filed In RE Package In
Legal Dept files.
Items Identified as having LL
Rabill potential forwarded to
Legal under separate cover.
KCO Fixed Assets
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CONSTRUCTION/REAL ESTATE
EXHIBIT
PM: DATE:
. OPERATIONS TURNOVER INSPECTION & PUNCHLIST
Attendees:
Phone Number.
Codes: Use Multiple as required:
Contractor PM:
0
C — Complete
Kinko's BM:
FINAL
NC — Not Complete
Kinko's DM:
Sign Fascia
CC — Complete w/ comments
Other:
LL — Landlord Work
Other:
2
E — Extra or Change
Punchlist by:
NA — Not applicable
Site ID #:
Node alp:
Branch Name:
Street Address:
City
State:
Zip:
EXTERIOR AND STOREFRONT
0:
CODE
ITEM
FINAL
0
CODE
ITEM
FINAL
1
Sign Fascia
8
Exterior doors operational
2
Sign Illuminated (even Illumination)
9
Glazing base w/ caulking /seal
3
Pole Sign/Monument Sign (functional)
10
Marketing package Installed
4
Painted Gyp. Bd. Soffit w/ caulking
11
Window sign installed /operational
5
Exterior lights
12
Window Films - tint
6
Storefront fasda /columns/base
13
Window Films — tag line
7
Glass (no chips, or scratches: sealant
color
14
Kinko parking spaces identified
Comments & Extras
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CONSTRUCTION/REAL ESTATE
'.omments & Extras
PM: DATE:
COMPUTER SERVICES /EXPRESS /PRODUCTION
#:
CODE
ITEM'
FINAL
#
CODE
ITEM
FINAL
1
Logo mat installed
6
Doors (secondary set) operational?
2
Cove Base installed
7
Storefront mullions clean
3
Walls — Paint
8
Interior Glass clean
4
Window Films (verify no bubbles)
9
Light Boxes Installed/Operational
5
Ceiling
10
SpaceSaver unit installed
Comments & Extras
BREAKROOMMANDLING
#:
CODE
ITEM
FINAL
#
CODE
ITEM
FINAL
1
Shelving Installed
6
Lights (lamps working, plastic
removed no dents or dings
2
Sink operational (hot water, cold water,
drain property)
7
Ceiling HVAC Diffusers/Retums
(verify flush with ceiling, clean
3
Flooring (bubbles, seams, etc.)
8
Fire Sprinklers (escutcheon /covers)
4
Walls (verity painting complete)
9
Clean up complete
5
Ceiling (no damaged tile)
10
CODES (Use Multiple as required): C — Complete NC — Not Complete CC — Complete w/ Comments LL — Landlord E — Extras
NA — Not Applicable (Last Revision: 8/19/02)
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CONSTRUCTIONIREAL ESTATE PM: DATE:
CASH /MANAGER'S OFFICE
M:
CODE
ITEM
FINAL
N
CODE
ITEM
FINAL
f
Power to all stations
6
Lights (lamps working, plastic
removed no dents or dings
2
Data /Comm to all stations
7
Ceiling HVAC Diffusers/Retums
veri flush with ceiling, clean
3
Flooring (bubbles, seams, etc.)
bubbles seams etc.
8
Fire Sprinklers (escutcheon /covers)
4
Walls (verify painting complete)
9
Clean up complete
5
Ceiling (no damaged tile)
10
Safe installed
Comments & Extras
TELECOM CLOSET
*:
CODE
ITEM
FINAL
0
CODE
ITEM
FINAL
1
Server racks installed
6
Lights (lamps working, plastic
removed no dents or dings
2
Exhaust Fan installed /operational.
7
Muzak Installed
3
Plywood installed on walls
8
Clean up complete
4
Phone lines installed
9
Wiring Diagram Installed
5
T -1 lines installed
10
Comments & Extras
CODES (Use Multiple as required): C — Complete NC — Not Complete CC — Complete w/ Comments LL — Landlord E — Extras
NA — Not Applicable (Last Revision: 8/19/02)
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CONSTRUCTIONIREAL ESTATE
Comments & Extras
PM: DATE:
TOILET MEN
#:
CODE
ITEM
FINAL
*
CODE
ITEM
FINAL
1
Exhaust Fans Operating
6
Lights (lamps working, plastic
removed no dents or din s
2
Graphics Installed
7
Toilets operable (Hot Water, Cold
Water Drain pro perty)
3
Flooring (bubbles, seams, etc.)
8
Sinks operable
4
Wails (verity painting complete)
9
Accessories per Spec and Installed
5
Ceiling (no damaged tile)
10
Power to all stations
Comments & Extras
TOILET ROOM WOMEN
CODE
ITEM
FINAL
#
CODE
I ITEM
FINAL
1
Exhaust Fans Operating
6
Lights (lamps working, plastic
removed, no dents or dings
2
Graphics Installed
7
Toilets operable (Hot Water, Cold
Water, Drain pro perty)
3
Flooring (bubbles, seams, etc.)
8
Sinks operable
4
Walls (verify painting complete)
9
Accessories per Spec and Installed
5
Ceiling (no damaged tile)
10
Power to all stations
CODES (Use Multiple as required): C — Complete NC — Not Complete CC — Complete w/ Comments LL — Landlord E — Extras
NA — Not Applicable (Last Revision: 8/19/02)
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CONSTRUCTION/REAL ESTATE
PM: DATE:
UTILITIES
W
CODE
ITEM
FINAL
tf
CODE
ITEM
FINAL
1
Power
4
Trash
2
Gas
S
Water
3
Contractor Superintendent/PM.
Operations/Maintenance manual hand
8
Comments & Extras
PROJECT CLOSE -OUT CHECKLIST
CODE
ITEM
FINAL
it
CODE
ITEM
FINAL
1
Walk through of electrical & mechanical
3
Punchlist follow up conference call
system w/ branch manager 3 General
scheduled:
Date:
Contractor Superintendent/PM.
Operations/Maintenance manual hand
over to Branch Manager.
Time:
2
General Contractor has completed a set
4
Certificate of Occupancy hung inside
of redlined construction documents
Branch.
showing as -built conditions. These
documents are rolled up, placed In a
sealed, weatherproof tube and secured
In the telecom closet.
Comments & Extras
MISCELLANEOUS
CODES (Use Multiple as required): C — Complete NC — Not Complete CC — Complete w/ Comments LL — Landlord E — Extras
NA — Not Applicable (Last Revisio* 8/19/02)
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CONSTRUCTIONIREAL ESTATE
PM: DATE:
Extra items Missing Items
Extra Product on site
Missing Items
Lighting
1:1 yes
1:1 No
Quantity:
Carpet
❑ Yes
❑ No
Quantity:
VCTMIe /Sheet Vinyl
Kinko's Inc.
Representative:
Quantity:
Representative:
❑ Yes
❑ No
Date:
1
CODES (Use Multiple as required): C — Complete NC — Not Complete CC — Complete w/ Comments LL— Landlord E — Extras
NA — Not Applicable (Last Revision: 8/19/02)
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SIGNATURES
The undersigned parties recognize that
this project is complete with the exception of the punchlist items listed above. General Contractor to certify that all items
listed above which were included in
the base bid or by an approved change order will be completed within five business days of this turnover meeting. Any
items considered to be additional to the contract will be presented to the Kinko's, Inc. Branch Planning and Construction Project Manager for further review and
approval. If approval
is given to proceed, General Contractor agrees to complete required work in a timely manner.
General Contractor
Kinko's Inc.
Representative:
Representative:
Date:
Date:
By (print name):
By (print name):
Title:
Title:
1
CODES (Use Multiple as required): C — Complete NC — Not Complete CC — Complete w/ Comments LL— Landlord E — Extras
NA — Not Applicable (Last Revision: 8/19/02)
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EXHIBIT J
DISTRICT MANAGER SCHEDULE NOTIFICATION FORM
Date: Date
To: District Manager via E -mail
From: Project Manager
Re: Site ID #, Project Name - (Nea)(Relo)(Rem) Branch
Regional Manager Schedule Notification
Attached is the KCO Branch Construction Department's construction schedule commitment for the build out of the above referenced
branch.
1) Pre- construction Meeting:
An on -site pre- construction meeting will occur on (Day) (Date) (Time) with the General Contractor's
Project Manager and on site superintendent. The Branch Manager's attendance is required and
the District Manager's attendance is requested.
2) Eauioment Confirmation
Please confirm that the equipment indicated on the plans matches what is being ordered and will be delivered.
3) Plan Changes
In an effort to control the cost of change orders, plan revisions that impact FF &E and /or construction will not be accepted
after the pre - construction meeting.
Changes to equipment need to be communicated immediately to the KCO Construction Project Manager, name, KVMX.
4) General Contractor.
The General Contractor for this project will be (name). The General Contractor's, Pro ject Manager (name) (phone number),
will be making regular visits to the site to assure the project is moving forward successfully. There will be a site
superintendent on site every day while the project is under construction. The KCO Construction Project Manager will be
actively involved with the General Contractor Project Manager to assure the project is on schedule.
cc: ( via E -mail) Tom Carroll
GM /AVP
Development Manager
Allison Stock
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Completion Schedule
Store: (Site ID #)(Branch Name)(New, Rel, Exp, Rem)
Area, Market, Node: Area ?, Region ?, Store ?
District Manager: Gene Goehring
Date: (date)
Construction Start (date)
Construction Completion (date)
The completed store will be turned over to Operations at 8:00 am. All work will be substantially complete, subcontractors' tools,
equipment and supplies will be removed from the store, furniture and cabinets will be set up and ready to go. The superintendent will
install most merchandising items (interior signage, wall graphics, etc.).
Please note; we are installing new underground electrical service that involves extensive site work and lead times on electrical
equipment, If the schedule changes due to unforeseen site conditions or utility company issues, we will let you know as anon as
possible.
Coordination Items by field Operations
Please consult the Branch Opening Kit and Machine Integration Kit on the Intranet
A)
&=:
Deliver receptacles:
(turnover minus 4 weeks)
Measure the site, and tape equipment locations:
(turnover minus 1 week)
Deliver and install equipment: On or after
(turnover date)
B)
Move -in and Stocking Not before
(turnover date)
Move -in schedule for co- workers to start setting up, labeling and stocking -
Coordination
and for all deliveries of paper, equipment & supplies.
Items by NCO
A)
U ' 'ties:
Please net up all utilities (electric, gas, water, etc.) in Kinko's name and
order Kinko's telephone lines right away
B)
Cutter. Drill, Vacuseal. Wall- mounted Foam Cutter.
If you need help setting up this equipment, deliver before
(turnover minus 1 week)
C)
POS System Start installation
(turnover)
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D)
Phone System and T -1 Line Install on or after
(turnover)
E)
Muzak: Install on or after
(turnover)
F)
Window Blinds /Shades Ready to measure
(turnover minus 3 weeks) i
Other:
A)
Security System: (ADT)
(turnover)
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Master Date 032103
SECTION 01100 - SUMMARY
PART 1 - GENERAL
1.1
WORK COVERED BY CONTRACT DOCUMENTS
A.
Project Identification: Project consists of a Kinko's facility at 112 Andover Park East
B.
Architect Identification: The Contract Documents, dated January 27, 2004 were prepared for Project by
Ralph R. Shaw, 10877 Watson Road, St. Louis, MO 63127.
C.
The Work consists of general construction, including structural, plumbing, mechanical, and electrical.
[Work of this Contract is to be carried out by union forces only.]
1.2
CONTRACT
A.
Project will be constructed under a general construction contract.
1.3
USE OF PREMISES
A.
General: Contractor shall have use of the premises proposed for remodel or new construction.
Contractor's use of premises shall be coordinated with Kinko's Inc. and Kinko's Inc. reserves its right to
perform work or to retain other contractors on portions of the Project. Refer to Drawings for limits of
construction.
B.
General Contractor shall limit use of premises to allow Kinko's Inc. full occupancy.
r' 1.4
SPECIFICATION FORMATS AND CONVENTIONS
A.
Specification Format: The Specifications are organized into Divisions and Sections using the 16- division
format and CSI /CSC's "MasterFormat" numbering system.
1. Section Identification: The Specifications use section numbers and titles to help cross - referencing
in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the
sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to
determine numbers and names of sections in the Contract Documents.
1.5
DEFINITIONS
A.
Including: "including as a maximum condition but not limited to" and is used to spell out the
requirements a product shall meet but shall not be interpreted to mean the allowance of "equal" products
or any other relaxation of specifications.
B.
NIC: "not in contract" and refers to items that will be installed by others.
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Master Date 032103
I
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1.6 OWNER FURNISHED PRODUCTS
A. Install products and assemblies furnished by the Owner. Owner - furnished products and assemblies are
listed on the Drawings.
B. Be responsible to receive, inspect, handle, store, protect, and secure Owner- furnished products and 7
assemblies.
C.' Inspect Owner - furnished products and assemblies upon deliver and note damage or missing items. Note
p p P Y g g
E damage on bill of lading. Notify Kinko's Construction Project Manager of damage within 24 hours of a
i delivery.
D. If Owner is not notified of damage or missing items, Contractor is solely responsible for repair or
i replacement of product or assembly. Kinko's reserves the right to replace item and deduct cost from
f amount owed Contractor.
PART 2 - PRODUCTS (Not Used)
' PART 3 - EXECUTION (Not Used)
END OF SECTION 01100
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Master Date 061103
~ ' SECTION 01200 - PRICE AND PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 ALTERNATES
A. An alternate is an amount proposed by bidder for certain work that may be added to or deducted from the
Base Bid amount if Owner accepts the Alternate. The cost or credit for each alternate is the net addition
to or deduction from Contract Sum to incorporate the Alternate into the Work. No other adjustments are
made to Contract Sum.
B. Alternate No. 1 [Insert brief Alternate name.]
1. Refer to [Insert appropriate specification references.1
2. [List salient features of Alternate.]
1.2 CONTRACT MODIFICATION PROCEDURES
A. On Kinko's approval of a proposal request from Contractor, Architect will issue a Change Order on
AIA Document G701, for all changes to Contract Sum or Contract Time.
B. When Kinko's and Contractor disagree on the terms of a proposal, Architect may issue a Construction
Change Directive on AIA Document G714, instructing Contractor to proceed with the change. Construc-
tion Change Directive will contain a description of the change and designate the method to be followed to
determine changes to Contract Sum or Contract Time.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01200
01200-1
[Insert Issue Date]
(Insert Project Name]
- -
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Master Date 041103
SECTION 01300 - ADMINISTRATIVE REQUIREMENTS
PART 1 - GENERAL
1.1 PROJECT MANAGEMENT AND COORDINATION
A. Verify layout information shown on Drawings, in relation to property survey and existing benchmarks,
before laying out the Work.
B. Coordinate construction, including Owner construction operations, to ensure efficient and orderly execu-
tion of each part of the Work.
C. Progress meeting will be held at Project site at 50% completion, scheduled by Kinko's Project Manager.
Each subcontractor or other entity concerned with current progress or involved with planning or
coordination of future activities, shall attend.
1. Prepare minutes of each meeting and distribute to parties present.
D. Submit to Kinko's Construction Project Manager weekly digital photos of the project. Kinko's Construc-
tion Project Manager will determine locations of the photos prior to construction start.
1.2 CONSTRUCTION SCHEDULE
A. Construction Schedule is attached.
1.3 SUBMITTAL PROCEDURES
A. Coordinate submittal preparation with construction schedule, fabrication lead - times, other submittals, and
activities that require sequential operations. Submit only on products that deviate from Contract Docu-
ments.
B. Letter of Conformance: Submit a single Letter of Conformance stating conformance with various speci-
fication sections. If a selection among several manufacturers is allowed, state which manufac-
turer /product is proposed for incorporation in the Work.
C. Kinko's will review each submittal, mark as appropriate to indicate action taken, and return copies less
those retained. Compliance with specified requirements remains Contractor's responsibility.
1.4 QUESTIONS DURING CONSTRUCTION
A. Make requests for interpretation of the meaning of drawings, specifications or other contract documents
in writing, addressed to Construction Project Manager at Kinko's, Inc., 3 Galleria Tower, 13155 Noel
Road, Suite 1600, Dallas TX 75240 and delivered by mail or fax. Do not direct such requests to the Ar-
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Master Date 053001
SECTION 01400 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Quality- control services include inspections, tests, and related actions including reports. Quality- control
services are further specified in other Sections of these Specifications and shall be performed by inde-
pendent testing agencies provided by Contractor or Kinko's, as specified.
1. Unless otherwise indicated, quality- control services required by authorities having jurisdiction will
be provided by Owner.
2. Quality- control services may not be required by every project.
B. Contractor is responsible for scheduling inspections and tests.
C. Retesting: Contractor shall pay for retesting where results of inspections and tests prove unsatisfactory
and indicate noncompliance with requirements.
D. Auxiliary Services: Cooperate with agencies performing inspections and tests. Provide auxiliary services
as requested. Notify agency in advance of operations requiring tests or inspections, to permit assignment
of personnel. Auxiliary services include the following:
1. Access to the Work.
2. Incidental labor and facilities to assist inspections and tests.
3. Adequate quantities of materials that require testing, and assisting in taking samples.
4. Facilities for storage and curing of test samples.
~° 5. Security and protection of samples and test equipment.
E. Duties of Testing Agency: Testing agency shall cooperate with Kinko's and Contractor in performing its
duties. Agency shall provide qualified personnel to perform inspections and tests.
1. Agency shall promptly notify Kinko's, Architect and Contractor of irregularities or deficiencies
observed in the Work during performance of its services.
2. Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents or ap-
prove or accept any portion of the Work.
3. Agency shall not perform duties of Contractor.
F. Submittals: Testing agency shall submit a certified written report of each inspection and test to the fol-
lowing:
1. Architect.
2. Contractor.
3. Structural engineer.
4. Authorities having jurisdiction, when authorities so direct.
G. Report Data: Reports of each inspection, test, or similar service shall include at least the following:
1. Name, address, and telephone number of testing agency.
2. Project title and testing agency's project number.
3. Designation (number) and date of report.
4. Dates and locations where samples were taken or inspections and field tests made.
5. Names of individuals taking the sample or making the inspection or test.
6. Designation of the product and test method.
7. Complete inspection or test data including an interpretation of test results.
8. Ambient conditions at the time of sample taking and testing.
9. Comments or professional opinion on whether inspected or tested Work complies with require-
`, ments.
01400-1
[Insert Project Name] [Insert Issue Date]
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SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Standards: Comply with NFPA 241, "Standard for Safeguarding Construction, Alterations, and Demoli-
tion Operations"; ANSI A 10 Series standards for "Safety Requirements for Construction and Demoli-
tion"; and NECA Electrical Design Library's "Temporary Electrical Facilities."
1. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary
electric service. Install service to comply with NFPA 70.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 TEMPORARY UTILITIES
A. Provide temporary utility services to Project site for use during construction. Arrange for and coordinate
utility services with local utility companies.
1. Contractor shall separately meter and pay use charges for temporary utilities.
B. Provide temporary heat for curing or drying of work, and for protection of new construction from adverse
effects of low temperatures. Use of gasoline- burning heaters and open -flame heaters is not permitted.
3.2 CONSTRUCTION FACILITIES
A. Coordinate with Kinko's Inc. for assignment of construction field office and staging space within its own
occupied space.
B. ' Install project identification and other signs in locations directed by Kinko's Project Manager to inform
the public and persons seeking entrance to Project.
C. Collect waste daily and, when containers are full, legally dispose of waste off -site.
3.3 TEMPORARY CONTROLS
A. Provide temporary fire protection until permanent systems supply fire - protection needs.
1. Provide adequate numbers and types of fire extinguishers.
2. Store combustible materials in fire -safe containers in fire -safe locations.
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SECTION 01600 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Provide products of same kind from a single source. The term "product" includes the terms "material,"
"equipment," "system," and similar terms.
B. Deliver, store, and handle products according to manufacturer's written instructions, using means and
methods that will prevent damage, deterioration, and loss, including theft.
1. Schedule delivery to minimize long -term storage and to prevent overcrowding construction
spaces.
2. Deliver in manufacturer's original sealed packaging with labels and written instructions for han-
dling, storing, protecting, and installing.
3. Inspect products at time of delivery for compliance with the Contract Documents and to ensure
items are undamaged and properly protected.
4. Store heavy items in a manner that will not endanger supporting construction.
5. Store products subject to damage on platforms or pallets, under cover in a weathertight enclosure,
with ventilation adequate to prevent condensation. Maintain temperature and humidity within
range required.
C. Product Substitutions: Product substitutions will not be allowed.
PART 2- PRODUCTS
2.1 PRODUCT OPTIONS
A. Where compliance with codes, regulations, or standards, is specified, select a product that complies with
the codes, regulations, or standards referenced.
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01600
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i SECTION 01700 - EXECUTION REQUIREMENTS
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1.1 CLOSEOUT SUBMITTALS
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A. Record Documents:
1. Drawings: Maintain a set of Contract Drawings as Record Drawings. Mark to show installation
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A. Examine substrates and conditions for compliance with manufacturer's written requirements including,
but not limited to, surfaces that are sound, level, and plumb; substrates within installation tolerances; sur-
faces that are smooth, clean, and free of deleterious substances; and application conditions within envi-
ronmental limits. Proceed with installation only after unsatisfactory conditions have been corrected.
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B. Prepare substrates and adjoining surfaces according to manufacturer's written instructions, including, but
not limited to, filler and primer application.
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C. Where Drawings indicate dimensions of existing construction verify by field measurement. Where fabri-
cated products are to be fitted to other construction verify dimensions by field measurement before fabri-
cating and, when possible, allow for fitting and trimming during installation.
i 3.2 CUTTING AND PATCHING!
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A. Do not cut structural members without prior written approval of Kinko's Project Manager.
1 B. For patching, provide materials whose installed performance will equal or surpass that of existing materi-
als. For exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the
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fullest extent possible.
Master Date 012403
3.3 INSTALLATION
B. Arrange for each installer of Contractor - installed equipment that requires operation and maintenance to
provide instruction to Owner's personnel. Include a detailed review of the following:
1. Startup and shutdown.
2. Emergency operations and safety procedures.
3. Noise and vibration adjustments.
4. Maintenance manuals.
5. Spare parts, tools, and materials.
6. Lubricants and fuels.
7. Identification systems.
8. Control sequences.
9. Warranties.
C. Inspection by Kinko's Construction Project Manager for final acceptance will occur once the following
are complete:
1. Submit a copy of the punchlist completion list stating that each item has been completed or other-
wise resolved for acceptance.
01700-2
[Insert Project Naiile] [Insert Issue Date]
A. Comply with manufacturer's written instructions for installation. Anchor each product securely in place,
accurately located and aligned. Clean exposed surfaces and protect from damage. If applicable, prepare
surfaces for field finishing.
B. Comply with NFPA 70 for installation of electrically operated equipment and electrical components and
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1. Remove labels that are not permanent.
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2. Clean transparent materials, including minors. Remove excess glazing compounds. Replace
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chipped or broken glass.
3. Clean exposed finishes to a dust -free condition, free of stains, films, and foreign substances.
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5. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumb-
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3.5 CLOSEOUT PROCEDURES
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3. Deliver spare parts, extra materials, and similar items.
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5. Complete startup testing of systems and instruction of operation and maintenance personnel.
6. Remove temporary facilities and controls.
7. Complete final cleanup.
8. Touch up, repair, and restore marred, exposed finishes.
9. Obtain final inspections from authorities having jurisdiction.
10. Obtain certificate of occupancy.
B. Arrange for each installer of Contractor - installed equipment that requires operation and maintenance to
provide instruction to Owner's personnel. Include a detailed review of the following:
1. Startup and shutdown.
2. Emergency operations and safety procedures.
3. Noise and vibration adjustments.
4. Maintenance manuals.
5. Spare parts, tools, and materials.
6. Lubricants and fuels.
7. Identification systems.
8. Control sequences.
9. Warranties.
C. Inspection by Kinko's Construction Project Manager for final acceptance will occur once the following
are complete:
1. Submit a copy of the punchlist completion list stating that each item has been completed or other-
wise resolved for acceptance.
01700-2
[Insert Project Naiile] [Insert Issue Date]
Master Date 012403
2. Submit final meter readings for utilities, a record of stored fuel, and similar data as of the date of
Substantial Completion.
END OF SECTION 01700
[Insert Project Name]
01700-3
[Insert Issue Date]
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SECTION 03300 - CAST -IN -PLACE CONCRETE
PART 1- GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Concrete mix designs and laboratory test reports.
1.2 REFERENCES
A. ACI 211.1 "Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete ".
B. ACI 301 "Specifications for Structural Concrete for Buildings ".
C. ACI 318 "Building Code Requirements for Reinforced Concrete ".
D. CRSI "Manual of Standard Practice ".Materials: Engage a qualified independent testing agency to design
concrete mixes.
PART 2 - PRODUCTS
H.
Chemical Admixtures: Comply with ANSI/ASTM C494 -80," Standard Specifications for Chemical Ad-
mixtures for Concrete ". Admixtures as manufactured by Master Builders of Cleveland, Ohio or Kinko's
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representative approved substitution.
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Fly Ash: ASTM C 618, Type C or F.
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Joint- Filler Strips: ASTM D 1751, cellulosic fiber, or ASTM D 1752, cork.
K.
Repair Underlayment: Factory- packaged, portland or blended hydraulic cement - based, polymer -
modified, self - leveling underlayment with minimum 28 -day compressive strength of 4100 psi.
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03300-1
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L. Repair Topping: Factory- packaged, portland or blended hydraulic cement - based, polymer- modified, self -
leveling traffic- bearing topping with minimum 28 -day compressive strength of 5700 psi. ' ``•
2.2 MIXES
A. Proportion normal- weight concrete mixes to provide the following properties:
! 1. Compressive Strength: 2500 psi at 28 days.
2. Slump Limit: Maximum 4 -1/2 inches at point of placement.
3. Air Content: 5.0 to 7.0 percent for concrete exposed to freezing and thawing.
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B. Concrete to be pumped shall contain a water - reducing admixture or high range water - reducing admixture
as required for placement and workability. Use admixtures for water reducing and set control in compli-
ance with manufacturer's written instructions.
PART 3 - EXECUTION
3.1 CONCRETING
A. Footings may be formed by earth where soil will hold sharp, true shapes.
B. For exposed -finish vertical concrete, use and erect forms to provide continuous, straight, smooth surfaces
with minimum joints and to avoid irregular joint pattern; provide removable or snap -off metal form ties
not visible upon completion. Remove formwork when concrete is sufficiently set and has sufficient
strength to prevent damage.
C. Install moisture barrier under all interior slabs and welded wire fabric in all interior and exterior slabs,
walks and concrete paving. Concrete walks and exterior slabs not subject to vehicular traffic shall be 4"
(net) thick if not otherwise indicated. Concrete paving (if required), walks and slabs subject to vehicular
traffic shall be 5" (net) thick if not otherwise indicated. Concrete walks, exterior slabs and paving shall
have a joint pattern which shall:
1. Form a surface pattern of approximately equal size panels as nearly square as reasonable (maxi-
mum 1 to 1 -1/2 side to side ratio); maximum 400 square feet panel size.
2. Be "expansion" type where slab abuts fixed buildings, structures, existing paving, utility elements,
etc., and not less than 50' on center. Expansion joints shall be 1/2" thick, full slab thickness, filled
with bituminous - impregnated fiberboard.
3. Be "construction" type at end of placements and where placement operations are stopped for 1/2
hour or more. Construction joints shall be formed by a standard metal keyway. Provide a #95-
series tongue and groove type joint by Heckman Building Products or Kinko's representative ap-
proved substitution.
4. Be "control" type elsewhere. Control joints shall be maximum 1/4" wide and a depth equal to '/4
the slab thickness. Control joints maybe either:
a. Tooled;
b. Sawed;
C. Formed by embedded strips of metal or sealed wood. Remove strips after concrete has
hardened.
5. Run continuously and extend through integral curbs (if required).
6. Be sealed, if 1/4" or wider, with rubberized bituminous compound, either one of the following:
a. Hot applied, complying with ASTM D 3405 or FS SS- S- 140113.
b. Cold applied, complying with ASTM D 1850.
D. Protect all concrete from premature drying and excessive cold or hot temperatures. Antifreeze and accel-
erator admixtures, including calcium chloride, are not approved. Use curing compound on all horizontal
concrete with additional protection as appropriate.
03300-2
[Insert Project Name] [Insert Issue D•
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E.
Interior slabs: Finish with smooth, steel trowel. Exterior slabs, walks and paving to be broom finished
including stamped or imprinted ramps and sloped for positive drainage, leaving no ponding. On interior
slabs not scheduled to receive finish flooring (if required), apply one of the following hardeners:
1. Tex - Mastic Prestonhard: J &P Petroleum Product, Inc., Dallas, TX (214- 331 - 5401).
2. Burke -O -Lich: The Burke CO., San Mateo, CA (414- 349 - 7600).
3. Sealtight Pena -Lith: W.R. Meadows, Inc., Elgin, IL (312- 683 - 4500).
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For vestibules with slated entry mats, provide a waterproofing sealer to concrete.
G.
Repair existing interior slabs where cracked or uneven with smooth, steel trowel.
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Trenches: Wet -saw cut existing concrete slab to a minimum of % thickness of slab for plumbing, electri-
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Set water stops where indicated to ensure joint watertightness.
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Place vapor retarder on prepared subgrade, with joints lapped 6 inches and sealed.
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Accurately position, support, and secure reinforcement.
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Install construction, isolation, and contraction joints where indicated. Install full -depth joint - filler strips
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weather during mixing, placing, and curing.
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Formed Surface Finish: Smooth- formed finish for concrete exposed to view, coated, or covered by wa-
terproofing or other direct- applied material; rough - formed finish elsewhere.
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Slab Finishes:
1. Troweled finish for floor surfaces and floors to receive floor coverings, paint, or other thin film -
finish coatings
2. Trowel and fine -broom finish for surfaces to receive thin -set tile
3. Nonslip -broom finish to exterior concrete platforms, steps, and ramps.
S. For interior slabs not scheduled to receive finish flooring, apply one of the following:
1. Tex - Mastic Prestonhard; J &P Petroleum Products, Inc., Dallas, TX 214- 331 -5401.
2. Burke -O -Lith; The Burke co., San Mateo, CA 414 - 349 -7600.
3. Sealtight Pena -Lith; W.R. Meadows, Inc., Elgin, IL 312- 683 -4500.
T. Uniformly spread 100 lb /100 sq. ft. of mineral dry-shake floor hardener over initially floated surfaces, re-
peat float finishing to embed each application, and then apply a trowel finish.
U. Begin curing concrete slabs after finishing. Apply membrane - forming curing and sealing compound to
concrete.
[Insert Project Name]
03300-3
10 [Insert Issue Date]
Master Date 053001
V. Protect concrete from damage. Repair surface defects in formed concrete and slabs.
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W. Repair slabs not meeting surface tolerances by grinding high areas and by applying a repair underlayment
to low areas receiving floor coverings and a repair topping to low areas to remain exposed.
END OF SECTION 03300
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SECTION 03542 - CEMENT -BASED UNDERLAYMENT
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product data.
PART 2 - PRODUCTS
24 MATERIALS
A. Subject to compliance with requirements, products that may be incorporated into the Work include, but
are not limited to, the following:
1. K -15 Self Leveling Underlayment Concrete; Ardex, Inc.
2. Self Leveling Underlayment; W.R. Bonsal Company.
3. 300 Premium Underlayment; Burke Group, LLC.
4. Levelex Underlayment; L &M Construction Chemicals, Inc.
B. Self- levelling Underlayment: Factory- packaged, portland or blended hydraulic cement - based, polymer -
modified, self - leveling underlayment with minimum 28 -day compressive strength of 4100 psi.
PART 3 - EXECUTION
3.1 PREPARATION
A. Clean and prepare substrate; mechanically remove laitance, glaze, efflorescence, curing compounds,
form- release agents, dust, dirt, grease, oil and other contaminants that might impair underlayment bond.
B. After substrate preparation, test substrate for adhesion with underlayment according to manufacturer's
written instructions.
3.2 APPLICATION
A. Mix and apply underlayment components according to manufacturer's written instructions.
1. Apply primer to recommended by manufacturer for conditions encountered.
B. Cure in accordance with manufacturer's written instructions before finish flooring is installed
C. Remove and replace underlayment areas that evidence lack of bond with substrate, including areas that
emit a hollow sound when tapped..
END OF SECTION 03542
03542-1
[Insert Project Name] [Insert Issue Date]
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SECTION 04810 - UNIT MASONRY ASSEMBLIES
PART I - GENERAL
1.1 SECTION REQUIREMENTS
A. Comply with ACI 530.1 /ASCE 6/TMS 602.
PART2- PRODUCTS
2.1
MASONRY UNITS
A.
Concrete Masonry Units: ASTM C 90; Weight Classification to match existing or as indicated on Draw-
ings.
1. Special shapes for lintels, corners, jambs, sash, control joints, and other special conditions.
2.2
MORTAR AND GROUT
A.
Mortar: ASTM C 270, proportion specification. Ready -mixed mortar, ASTM C 1142, may be used at
Contractor's option.
2.3
REINFORCEMENT, TIES, AND ANCHORS
A.
Steel Reinforcing Bars: ASTM A 615/A 615M, Grade 60.
B.
Joint Reinforcement: ASTM A 951, mill galvanized at interior walls and hot -dip galvanized at exterior
walls.
C.
Rigid Anchors: Fabricate from steel bars 1 -1/2 inches wide by 1/4 inch thick by 24 inches long, with
ends turned up 2 inches or with cross pins.
D.
Veneer Anchors: Two -piece adjustable masonry veneer anchors that allow vertical or horizontal adjust-
ment but resist tension and compression forces perpendicular to plane of wall, for attachment over sheath-
ing to studs, and acceptable to authorities having jurisdiction.
2.4
EMBEDDED FLASHING MATERIALS
A.
Rubberized Asphalt Sheet Flashing: Pliable and highly adhesive rubberized asphalt compound, 26 mils
thick, bonded to a polyethylene film, 4 mils thick, to produce an overall thickness of 30 mils.
2.5
MISCELLANEOUS MASONRY ACCESSORIES
A.
Compressible Filler: Premolded strips complying with ASTM D 1056, Grade 2AL
B.
Preformed Control -Joint Gaskets: Designed to fit standard sash block and to maintain lateral stability in
masonry wall; made from styrene - butadiene rubber or PVC.
C.
Job -Mixed Masonry Cleaner: 1/2 -cup tetrasodium polyphosphate and 1/2 -cup laundry detergent dis-
solved in 1 gal. of water.
PART 3 - EXECUTION
04810-1
[Insert Project Name] [Insert Issue Date]
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3.1
INSTALLATION, GENERAL
Cut masonry units with saw. Install with cut surfaces and, where possible, cut edges concealed.
Mix units for exposed unit masonry from several pallets or cubes as they are placed to produce uniform
blend of colors and textures.
Matching Existing Masonry: Match coursing, bonding, color, and texture of existing masonry.
Stopping and Resuming Work: Rack back units; do not tooth.
Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams, lintels,
posts, and similar items, unless otherwise indicated.
Build non -load- bearing interior partitions full height and install compressible filler in joint between top of
partition and underside of structure above.
Tool exposed joints slightly concave when thumbprint hard, unless otherwise indicated.
Keep cavities clean of mortar droppings and other materials during construction. Strike joints facing
cavities flush.
LINTELS
Install steel lintels where indicated.
Provide masonry lintels where indicated.
Minimum bearing of 8 inches at each jamb, unless otherwise indicated.
FLASHING AND WEEP HOLES
Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to
the downward flow of water in the wall, and where indicated.
Place through -wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in flashing
before covering with mortar.
1. Extend flashing 4 inches into masonry at each end and turn up 2 inches to form a pan.
CLEANING
Clean masonry as work progresses. Remove mortar fins and smears before tooling joints.
Final Cleaning: After mortar is thoroughly cured, remove large mortar particles, scrub, and rinse unit
masonry.
C.
D.
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3.2
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B.
C.
3.3
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B.
3.4
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B.
END OF SECTION 04810
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SECTION 05520 - HANDRAILS AND RAILINGS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Structural Performance: Design, engineer, fabricate, and install handrails and railings to withstand struc-
tural loads required by ASCE 7.
B. Submittals: Shop Drawings.
PART 2 - PRODUCTS
2.1 METALS
A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
B. Steel Pipe: ASTM A 53, Schedule 40.
C. Steel Tube: ASTM A 500.
D. Iron Castings: ASTM A 47, Grade 32510 or ASTM A 48, Class 30.
E. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported
rails, unless otherwise indicated.
2.2 OTHER MATERIALS
A. Nonshrink, Nonmetallic Grout: ASTM C 1107; recommended by manufacturer for exterior, applications.
2.3 FABRICATION
A. Assemble railing systems in shop to the greatest extent possible. Use connections that maintain structural
value of joined pieces.
B. Form changes in direction of railing members by mitering at elbow bends.
C. Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and anchors to connect
handrail and railing members to other construction.
D. Provide wall returns at ends of wall - mounted handrails.
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B. Set handrails and railings accurately in location, alignment, and elevation and free from rack.
1. Set railing posts in sleeve using nonmetallic, noncorrosive, nonstaining grout complying with
CRD -C261; one of the following:
a. Crystex; L &M Construction Chemicals.
b. Masterflow 713; Master Builders.
C. Upcon; Upco Chemical Div of USM Corp.
d. Propak; Protex Industries, Inc.
2. Do not allow handrails to rotate within fittings; return ends to floor, wall, or post.
END OF SECTION 05520
[Insert Project Name]
05520-2
[Insert Issue Date]
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SECTION 06105 - MISCELLANEOUS CARPENTRY
PART 1 - GENERAL (Not Applicable)
PART2- PRODUCTS
2.1 LUMBER, GENERAL
A. Dressed lumber, S4S, 19 percent maximum moisture content for 2 -inch thickness or less, marked with
grade stamp of inspection agency.
2.2 TREATED MATERIALS
A. Preservative- Treated Materials: AWPA C2 lumber and AWPA C9 plywood, labeled by an inspection
agency approved by ALSC's Board of Review. After treatment, kiln -dry lumber and plywood to 19 and
15 percent moisture content, respectively. Treat indicated items and the following:
1. Wood members in connection with roofing, flashing, vapor barriers, and waterproofing. y
2. Concealed members in contact with masonry or concrete.
3. Wood framing members less than 18 inches above grade.
4. Wood floor plates installed over concrete slabs directly in contact with earth.
B. Fire- Retardant- Treated Materials: AWPA C20 lumber and AWPA C27 plywood, interior Type A treat-
ment, labeled by a testing and inspecting agency acceptable to authorities having jurisdiction.
2.3 LUMBER
A. Miscellaneous Lumber: No. 3 or Standard grade of any species for nailers, blocking, and similar mem-
bers.
2.4 PANEL PRODUCTS
A. ' Wood -Based Structural -Use Panels: DOC PS 2. Provide plywood complying with DOC PS 1, where
plywood is indicated.
I . Factory mark panels evidencing compliance with grade requirements.
2. Miscellaneous Concealed Panels: APA -rated sheathing, Exposure 1, span rating to suit framing in
each location.
3. Miscellaneous Exposed Plywood: A -D Interior, thickness as indicated, but at least 1/2 inch.
2.5 FASTENERS
A. Fasteners of size and type indicated. Where carpentry is exposed to weather, in ground contact, or in area
of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of Type 304
stainless steel.
1. Power -Driven Fasteners: CABO NER -272.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Fit carpentry to other construction; scribe and cope for accurate fit. Correlate location of furring, block -
ing, and similar supports to allow attachment of other construction.
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B. Securely attach carpentry work as indicated and according to applicable codes and recognized standards.
C. Countersink nail heads on exposed carpentry work and fill holes with wood filler.
D. Installation of Structural -Use Panels: Comply 1 with applicable recommendations contained in APA Form
No. E30.
END OF SECTION 06105
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I SECTION 06200 - FINISH CARPENTRY
PART 1 -
GENERAL
1.1
REFERENCES
A.
All location except California: The Architectural Woodwork Institute "Quality Standards."
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B.
California: The Woodwork Institute of California "Manual of Millwork."
PART 2- PRODUCTS
2.1
MATERIALS, GENERAL
A.
Lumber Standards: DOC PS 20 and grading rules of inspection agencies certified by American Lumber ;
Standards Committee Board of Review.
B.
Softwood Plywood: DOC PS 1.
C.
Hardwood Plywood: HPVA HP -1.
2.2
Lumber Material: As required by Drawings.
A.
Shelving and Casework: APA PS1, A -B exterior Marine grade plywood.
B.
Solid Surfacing Material: For cap on low wall, provide Homogeneous solid sheets of filled plastic resin
complying with material and performance requirements in ANSI Z124.3, for Type 5 or Type 6, without a
pre- coated finish. Color to be selected by Owner.
2.3
MISCELLANEOUS MATERIALS
A.'
Fasteners for Exterior Finish Carpentry: Hot -dip galvanized steel or noncorroding aluminum nails.
PART 3
- EXECUTION
3.1
INSTALLATION
A.
Condition finish carpentry in installation areas for 24 hours before installing.
B.
Prime and backprime lumber for painted finish exposed on the exterior.
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F. Nail siding at each stud. Do not allow nails to penetrate more than one thickness of siding, unless other-
wise recommended by siding manufacturer. Seal joints at inside and outside corners and at trim loca-
tions.
END OF SECTION 06200
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SECTION 07210 - BUILDING INSULATION
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Surface - Burning Characteristics. ASTM E 84, flame- spread ratings of 75 or less and smoke - developed
ratings of 450 or less.
PART 2- PRODUCTS
2.1 INSULATION PRODUCTS
A. Extruded - Polystyrene Board Insulation: ASTM C 578, Type IV.
B. Mineral - Fiber - Blanket Insulation: ASTM C 665, Type II kraft -faced with integral nailing flanges, with
fibers manufactured from glass. [Confirm R- values below]
1. New exterior walls: R-19.
2. Conference Rooms: R -13 walls and ceiling.
3. Restrooms: R -13 walls and ceiling.
4. New Roof. R -30 (only with new roofing system).
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PART 3 - EXECUTION
3.1 INSTALLATION
A. Install insulation in areas and in thicknesses indicated or required to produce R- values indicated. Cut and
fit tightly around obstructions and fill voids with insulation.
END OF SECTION 07210
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SECTION 07811 - SPRAYED FIRE - RESISTIVE MATERIALS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data and product certificates signed by manufacturer of sprayed fire- resistive mate-
rial certifying that products furnished comply with requirements.
B. Provide sprayed fire- resistive materials and assemblies identical to those tested for fire- resistance ratings
according to ASTM E 119, and surface - burning characteristics according to ASTM E 84, by UL or an-
other testing agency acceptable to authorities having jurisdiction.
C. Provide products containing no detectable asbestos as determined according to method specified in
40 CFR, Part 763, Subpart E, Appendix E, Section 1, "Polarized Light Microscopy."
PART 2 - PRODUCTS
2.1 CONCEALED SPRAYED FIRE - RESISTIVE MATERIALS
A. Cementitious sprayed fire - resistive material consisting of factory-mixed formulation of gypsum or port-
land cement binders and lightweight aggregates mixed with water at Project site.
B. Sprayed -fiber fire- resistive material consisting of factory-mixed formulation of inorganic binders, mineral
fibers, fillers, and additives mixed with water at spray nozzle.
C. Either composition indicated above and as follows:
1. Dry Density: 15 lb /cu. ft., or greater if required to attain fire- resistance ratings indicated, per
ASTM E 605 or AWCI Technical Manual 12 -A, Appendix A, "Alternate Method for Density De-
termination."
2. Bond Strength: 1501bf/sq. ft. per ASTM E 736.
3. Corrosion Resistance: No evidence of corrosion per ASTM E 937.
4. Effect of Impact on Bonding: No cracking, spalling, delamination, or the like per ASTM E 760.
5. Air Erosion: Maximum weight loss of 0.025 g/sq. ft. in 24 hours per ASTM E 859.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Clean substrates of substances that could impair bond of fire- resistive materials, including oil, grease,
rolling compounds, incompatible primers, and loose mill scale.
B. Comply with manufacturer's written instructions for mixing materials, application procedures, and types
of equipment used to convey and spray on fire- resistive materials as required to achieve fire- resistance
ratings indicated.
C. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform
field tests and inspections and to prepare test reports.
Master Date 061103
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SECTION 07841 - THROUGH- PENETRATION FIRESTOP SYSTEMS
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
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d. Location where specifically shown on the drawings or where specified in other Sections of
the Specifications. Refer to Divisions 7, 15, and 16.
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FIRESTOP SYSTEMS
A.
UL- classified systems designations are indicated on Drawings.
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Firestopping Materials and Accessories: Subject to compliance with requirements, products by the fol-
lowing manufacturers may be incorporated in the work or Kinko's representative approved substitutions
as follows:
1. Hilti, Inc., Tulsa, OK.
2. 3M Fire Protection Products, St. Paul, MN.
3. United States Gypsum Co.
C. Accessories: Provide components for each firestopping system that is needed to install fill materials and
to comply with ASTM E 814. Use only components specified by firestopping manufacturers and ap-
proved by qualified testing and instpecting agency for designated fire- resistance rated systems.
[Insert Project Name]
07841-1
[Insert Issue Date]
Master Date 053001
PART 3 - EXECUTION
3.1 INSTALLATION
A. Clean substrate surfaces of dirt, dust, grease, oil, loose materials, or other matter, which may affect bond
of firestopping material.
B. Install firestopping systems to comply with manufacturer's written instructions and with requirements
listed in testing agency's directory for indicated fire- resistance rating.
1. Install material at floor, wall, or partition openings which contain penetrating sleeves, piping,
ductwork, conduit, and other items requiring firestopping. Also use to seal expansion joints in
floor /wall systems and to seal gaps in intersections of wall and floor ceiling situations.
C. Keep areas of firestopping installation accessible until acceptance by applicable code authorities.
END OF SECTION 07841
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SECTION 07920 - JOINT SEALANTS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Joint sealants as specified in other Sections or indicated on Drawings.
B. Guarantee sealant installation for two years.
PART 2 - PRODUCTS
2.1 JOINT SEALANTS
A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with
one another and with joint substrates under service and application conditions.
B. Elastomeric Sealants: Comply with ASTM C 920.
1. Single - component, non -sag silicone based sealant:
a. 795; Dow Coming Corporation.
b. Gesil N; General Electric Company.
C. Chem -Calk 1000.
- 2. Single- component, mildew- resistant silicone sealant, Type S; Grade NS; Class 25; Uses NT, G, A,
and O; formulated with fungicide. Use for interior sealant joints in ceramic tile, stone, and other
hard surfaces in kitchens and toilet rooms and around plumbing fixtures.
C. Colors: Match color of adjacent material from manufacturer's standard colors.
D. Accessory Materials: Provide filler or backer rods, bond breaker, primer, and other related materials
compatible with sealant and with other accessory materials as recommended by sealant manufacturer.
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3.1 INSTALLATION
A. Comply with ASTM C 1193.
B. At inside and outside corners of ceramic tile work, seal joints with sealant rather than grout.
C. Size joints within manufacturer's recommended tolerances.
END OF SECTION 07920
07920-1
[Insert Project Name] [Insert Issue Date]
Master Date 053001
1
SECTION 08110 - STEEL DOORS AND FRAMES
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data and door schedule.
1.
Include certification of Level A doors.
B. References:
1.
UL l OB - Fire Tests of Door Assemblies.
2.
ASTM E -90 - Sound Door and Frame Assemblies.
3.
ASTM -A336 - 95A Specification for Steel, Carbon, Cold - Rolled Sheet, Commercial Quality.
4.
ASTM -A924 - General Requirements for Steel Sheet, Metallic Coated by the Hot -Dip Process.
5.
ANSI A250.8 -1998 /SDI -100 - Recommended Specifications for Standard Steel Doors and
Frames.
6.
SDI - 105 -91 - Recommended Erection Instructions for Steel Frames.
7.
SDI- 107 -78 - Hardware on Steel Doors (Reinforcement Application). .
8.
NFPA -80 -1995 - Standard for Fire Doors and Windows.
9.
NFPA- 101 -1994 - Life Safety Code.
10.
ANSI- A250.4 -1994 and ANSI- A250.5 -1994 -Test Procedure and Acceptance Criteria for Physical
Endurance, Steel Doors and Frames.
11.
ANSI- A224.1 -1980 - Test Procedure and Acceptance Criteria for Painted Steel Surfaces for Steel
Doors and Frames.
12.
ADA -The Americans with Disabilities Act - Title III - Public Accommodations.
13.
ANSI- A117.1 - American National Standards Institute - Accessible and Usable Buildings and Fa-
cilities.
14.
NFPA 105 - Smoke and Draft control Assemblies.
15.
UL 1784 - Air Leakage Test of Door Assemblies.
16.
ASTM E 283 - Standard Test Method of Determining the Rate of Air Leakage through Exterior
Windows, Curtain Walls, and Doors, under Specified Pressure Differences Across the Specimen.
C. Fire -Rated Door Assemblies: NFPA 80, tested per ASTM E 152, and labeled and listed by UL, ITS, or
another testing and inspecting agency acceptable to authorities having jurisdiction.
1.2 DELIVERY, STORAGE, AND HANDLING
A. Deliver doors and frames cardboard wrapped, crated, palletized or otherwise protected during transit and
site storage.
B. Inspect doors and frames upon delivery for damage. Minor damages may be repaired provided refinished
items are equal in all respects to new work and accepted by the Architect. Otherwise remove and replace
damaged items.
C. Store doors and frames at the building site in a dry, secure place.
1. Place units on minimum 4" high wood blocking.
2. Avoid use of non - vented plastic or canvas shelters which could create a humidity chamber.
3. If cardboard wrapper on door becomes wet, remove carton immediately.
4. Provide 1/4" spaces between stacked doors to promote air circulation.
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08110-1
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2.1 MATERIALS
A. Cold- Rolled Steel Sheets: ASTM A 366/A 366M or ASTM A 620/A 620M.
B.
Galvanized Steel Sheets: ASTM A 653/A 653M, commercial steel, or ASTM A 642/A 642M, drawing
quality, with A60 or G60 coating designation, mill phosphatized.
2.2
STEEL DOORS AND FRAMES
A.
Manufacturers:
1. Ceco Corp.
2. Curries Mfg. Inc.
3. Mesker Industries, Inc.
4. Republic Builders Prod. Corp.
5. Steelcraft Manufacturing Co.
'6. Trussbilt, Inc.
B.
Steel Doors: 1 -3/4- inch - thick of materials and ANSI/SDI 100 grades and models specified below.
1. Interior Doors: Grade II, heavy -duty, Model 2, seamless design, minimum 18 gage, cold - rolled
steel sheet faces.
2. Exterior Doors: Grade II, heavy -duty, Model 2, seamless design, minimum 18 gage, galvanized
steel sheet faces.
3. Bevel lock edges 1/8 inch in two inches.
4. Reinforce lock edge with one piece, full height 14 gage channel. Reinforce hinge edge with one
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piece, full height 14 gage channel formed and tapped for hinges or as required for listed hardware.
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Door Silencers: Three on strike jambs of single -door frames and two on heads of double -door frames.
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Plaster Guards: Provide where mortar might obstruct hardware operation and to close off interior of
openings.
E.
Fabricate steel frames to be rigid, neat in appearance, and free from defects, warp, or buckle.
1. Interior Frames: Fabricate of 16 gage cold rolled steel; complying with ANSUSDI A250.5 Level
A.
2. Exterior Frames: Fabricate of 16 gage cold rolled, galvanized steel sheet.
3. No knock -down frames allowed except at gypsum board partitions.
4. Glazed Doors: Either full or half glass as indicated on Drawings. Nominal 4 inch head and stiles
with 10 inch bottom rail, and of rigid rail - and -stile construction in flush panel design.
F.
Prepare doors and frames to receive mortised and concealed hardware according to SDI 107.
G.
Prime Coat: Bonderized and finished as standard with manufacturer's baked -on primer conforming to
ANSI A 224.1.
PART 3 - EXECUTION
3.1
INSTALLATION
A. Frame Anchor Installation: Provide sufficient anchorage to attach to wall in accordance with ANSUSDI
A250.5 -94 Test Compliance Level A of one (1) million cycles.
08110-2
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Wall anchor for frame attachment to masonry construction: Masonry anchors, adjustable, flat,
corrugated or perforated 'T shaped anchors with leg not less than 2" wide by 10" long or masonry
"wire" type not less than 3/16" diameter.
2.
Wall anchors for attachment to drywall partitions:
a. Use manufacturer's adjustable type compression anchors with knocked down (KD) die mi-
tered frames at drywall locations if specified.
b. Use steel or wood stud anchors sized to accommodate frame jamb depth and face dimen-
sion on all welded frames.
3.
All frame jamb anchors to be provided: one each jamb per 24" of frame height or fraction thereof.
Furnish a minimum of two head anchors for frames installed in stud walls and three or more an-
chors in frame width exceeding 42 ".
4.
Floor anchors - angle clip type:
a. Minimum 16 gauge.
b. To receive two fasteners per jamb.
C. Welded to the bottom of each jamb.
5.
In place masonry or concrete:
a. 3/8" countersunk flat head stove bolt and expansion shields.
b. Spaced 6" from top and bottom of frame and at 26" on center maximum between.
C. Weld pipe spacers or other type of spacers per manufacturer's standard design in back of
frame soffit to protect frame profile during tightening of bolts and anchors.
6.
Head struts: For frames not anchored to masonry or concrete construction provide ceiling struts
spot welded to jambs each side extending to building structure where called for on schedule.
B. Erection Installation: Install hollow metal units in accordance with manufacturer's instructions and final
shop drawings.
1. Fit doors to frames and floors with proper clearances and to achieve the maximum operational ef-
fectiveness and appearance of each unit. SDI 122 -90 "Installation and Trouble Shooting Guide for
Standard Steel Doors and Frames" or "The Installation of Commercial Steel Doors and Steel
Frames" as published by DHI are recommended guidelines.
2. Set welded frames in position prior to beginning partition work. Brace frames until permanent an-
chors are set.
3. Set anchors for frames as work progresses. Install anchors at hinge and strike levels.
4. Use temporary setting spreaders at all locations. Use intermediate spreaders to assure proper door
clearances and header braces for grouted frames.
5. Install frames in prepared openings in concrete and masonry walls using countersunk bolts and
expansion anchors. Exterior frames shall have bottoms recessed a minimum 1 -1/2" into concrete
floor slab.
6. Install all fire rated frames in accord with requirements of NFPA -80 -1995.
7. Where frames require ceiling struts or other structural overhead bracing, they shall be anchored
securely to structure above, as required. Frames shall be filled solid with Portland cement grout
where shown or required by class of opening.
C. Install steel doors accurately in frames, within clearances specified in ANSI/SDI 100.
1. Fire -Rated Doors: Install with clearances specified in NFPA 80.
2. Smoke - Control Doors: Comply with NFPA 105.
3. Install hollow metal doors in frames using hardware specified in Section 08710 Finish Hardware.
Doors are to be expertly hung and shall fit snug against all stops. Doors shall fit accurately and
hang free from hinge bind with a uniform clearance of 1/8" at head and jambs. After hanging,
make all adjustments and then remove respective hardware for finish painting.
4. Reinstall hardware after finish painting.
5. Maximum clearances at edge of doors:
a. Between door and frame at head and jambs: 1/8"
b. At meeting edges pairs of doors and at mullions: 1/8"
C. At transom panels, without transom bars: 1/8"
d. At sills without thresholds: 5/8" max above finish floor.
08110-3
[Insert Project Name] [Insert Issue Date]
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e. At sills with thresholds: 1/8" above threshold.
6. Hardware Installation: To be installed securely without marking or defacing hardware or finish
work. Protect finish hardware with suitable protective covering until completion of building.
Leave all hardware in perfect working
1). Prime Coat Repair: Immediately after erection, sand smooth any rusted or damaged areas of prime coat
and repair finish with compatible air -drying primer.
3.2 ADJUSTMENT AND CLEANING
A. Remove dirt and excess sealants, mortar, or glazing compounds from exposed surfaces.
B. Adjust for smooth operation. Install shims ar required to allow for proper closing.
C. Fill dents and holes with metal filler and sand smooth and flush with adjacent surfaces. Reprime /paint to
match finish.
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END OF SECTION 08110
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SECTION 08211 - FLUSH WOOD DOORS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Solid core doors with hardboard faces.
1.2 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1
Specification Sections.
B. Shop drawings indicating location and size of each door, elevation of each kind of door, details of
construction, location and extent of hardware blocking, fire ratings, requirements for veneer matching
and factory finishing and other pertinent data.
1. For factory- machined doors, indicate dimensions and locations of cutouts for locksets and other
cutouts adjacent to light and louver openings.
1.3 QUALITY ASSURANCE
A. Quality Standard: Comply with the following standard:
1. AWI Quality Standard: "Architectural Woodwork Quality Standards" of the Architectural
Woodwork Institute for grade of door, core, construction, finish, and other requirements.
B. Single - Source Responsibility: Obtain doors from one source and by a single manufacturer.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Protect doors during transit, storage, and handling to prevent damage, soiling, and deterioration.
Comply with requirements of referenced standard and manufacturer's instructions.
B. Identify each door with individual opening numbers as designated on shop drawings, using temporary,
removable, or concealed markings.
1 1.5 PROJECT CONDITIONS
A. Conditioning: Do not deliver or install doors until conditions for temperature and relative humidity
have been stabilized and will be maintained in storage and installation areas during the remainder of the
construction period to comply with the following requirements applicable to Project's geographical
location:
1. AWI quality standard Section 100 -S -11 "Relative Humidity and Moisture Content."
1.6 WARRANTY
A. General Warranty: Door manufacturer's warranty specified in this Article shall not deprive the Owner
of other rights the Owner may have under other provisions of the Contract Documents and shall be in
addition to, and run concurrent with, other warranties made by the Contractor under requirements of the
Contract Documents.
B. Door Manufacturer's Warranty: Submit written agreement on door manufacturer's standard form
signed by manufacturer, Installer, and Contractor, agreeing to repair or replace defective doors that
have warped (bow, cup, or twist) more than 1/4 inch in a 42 -by -84 -inch section or that show
telegraphing of core construction in face veneers exceeding 0.01 inch in a 3 -inch span, or do not
conform to tolerance limitations of referenced quality standards.
1. Warranty shall be in effect during the following period of time after date of Substantial
Completion.
a. Solid Core Interior Doors: Life of installation.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering doors that
may be incorporated in the Work include, but are not limited to, the following:
1. Solid Core Doors for installation in Hollow Metal Frames:
a. Algoma Hardwoods Inc.
b. Fenestra Corporation.
C. Weyerhauser Co.
d. Pella Corp.
08211-1
[Insert Project Name] [Insert Issue Date]
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2.2 INTERIOR FLUSH WOOD DOORS
A. Solid Core Doors for Opaque Finish: Comply with the following requirements:
1. Faces: Hardboard.
2.- Construction: 5 or 7 plies.
3. Core: Particleboard
4. Grade: AWI Custom.
2.3 FABRICATION
A. Fabricate flush wood doors to comply with following requirements:
1. In sizes indicated for job -site fitting.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine installed door frames prior to hanging door:
1. Verify that frames comply with indicated requirements for type, size, location, and swing
characteristics and have been installed with plumb jambs and level heads.
2. Reject doors with defects.
B. Do not proceed with installation until unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. Hardware: For installation see Division 8 Section "Door Hardware."
B. Manufacturer's Instructions: Install wood doors to comply with manufacturer's instructions and
referenced quality standard and as indicated.
C. Job -Fit Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do
not trim stiles and rails in excess of limits set by manufacturer or permitted with fire -rated doors.
Machine doors for hardware. Seal cut surfaces after fitting and machining.
1. Fitting Clearances for Non - Fire -Rated Doors: Provide 1/8 inch at jambs and heads, 1/16 inch
per leaf at meeting stiles for pairs of doors, and 1/8 inch from bottom of door to top of
decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4 -inch
clearance from bottom of door to top of threshold.
D. Field- Finished Doors: Division 9 Section "Painting."
3.3 ADJUSTING AND PROTECTION
A: Operation: Rehang or replace doors that do not swing or operate freely.
B. Refinish or replace doors damaged during installation.
C. Protect doors as recommended by door manufacturer to ensure that wood doors will be without damage
or deterioration at the time of Substantial Completion.
END OF SECTION 08211
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SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS
PART 1 - GENERAL
1.1 SUMMARY
A.
This Section includes the following:
1. Exterior entrance system storefront framing.
B.
Related sections include the following:
1. Division 7 Section "Joint Sealants" for joint sealants installed as part of aluminum entrance and
storefront systems.
2. Division 8 Section "Glazing."
1.2
SYSTEM DESCRIPTION
A. General: Provide exterior aluminum entrance and window systems capable of withstanding
loads and thermal and structural movement requirements indicated without failure, based on
testing manufacturer's standard units in assemblies similar to those indicated for this Project.
B.
Glazing: Physically and thermally isolate glazing from framing members.
C.
Thermally Broken Construction: Provide systems that isolate aluminum exposed to exterior from
aluminum exposed to interior with a material of low thermal conductance.
D.
Live Loads: Provide entrance and storefront systems, including anchorage, that accommodate the
supporting structures' deflection from uniformly distributed and concentrated live loads indicated
without failure of materials or permanent deformation.
E.
Structural-Support 'Movement: Provide entrance and storefront systems that accommodate structural
movements including, but not limited to, sway and deflection.
F.
Dimensional Tolerances: Provide entrance and storefront systems that accommodate dimensional
tolerances of building frame and other adjacent construction.
1.3
SUBMITTALS
A.
Product Data: For each product specified. Include details of construction relative to materials,
dimensions of individual components, profiles, and fmishes.
B.
Shop Drawings: Show details of fabrication and installation, including plans, elevations, sections,
details of components, provisions for expansion and contraction, and attachments to other work.
1. For entrance systems, include hardware schedule and indicate operating hardware types,
quantities, and locations.
1.4
QUALITY ASSURANCE
A.
Installer Qualifications: Engage an experienced installer to assume engineering responsibility and
perform work of this Section who has specialized in installing entrance and storefront systems similar
to those required for this Project and who is acceptable to manufacturer.
C.
Source Limitations: Obtain each type of entrance and storefront system through one source from a
single manufacturer.
D. Product Options: Drawings indicate size, profiles, and dimensional requirements of entrance and
storefront systems and are based on the specific systems indicated. Other manufacturers' systems with
equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions."
1. Do not modify intended aesthetic effect, as judged solely by Architect, except with Architect's
approval and only to the extent needed to comply with performance requirements. Where
modifications are proposed, submit comprehensive explanatory data to Architect for review.
E. Welding Standards: Comply with applicable provisions of AWS D1.2, "Structural Welding Code- -
Aluminum."
1.5 PROJECT CONDITIONS
A. Field Measurements: Verify dimensions by field measurements before fabrication and indicate
measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid
delaying the Work.
08410-1
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1. Established Dimensions: Where field measurements cannot be made without delaying the
Work, establish dimensions and proceed with fabricating systems without field measurements.
Coordinate construction to ensure actual dimensions correspond to established dimensions.
1.6 WARRANTY
A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other
rights the Owner may have under other provisions of the Contract Documents and shall be in addition
to, and run concurrent with, other warranties made by the Contractor under requirements of the
Contract Documents.
C. Warranty Period: 2 years from date of Substantial Completion.
PART 2- PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers/Product: Match existing or adjacent entrances and storefront.
2.2 MATERIALS
A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated,
complying with the requirements of standards indicated below.
1. Sheet and Plate: ASTM B 209.
2. Extruded Bars, Rods, Shapes, and Tubes: ASTM B 221.
3. Extruded Structural Pipe and Tubes: ASTM B 429.
4. Bars, Rods, and Wire: ASTM B 211.
5. Welding Rods and Bare Electrodes: AWS A5.10.
B. Steel Reinforcement: Complying with ASTM A 36 for structural shapes, plates, and bars;
ASTM A 611 for cold - rolled sheet and strip; or ASTM A 570 for hot - rolled sheet and strip.
C. Glazing as specified in Division 8 Section "Glazing."
D. Glazing Gaskets: Manufacturer's standard pressure - glazing system of black, resilient glazing gaskets,
setting blocks, and shims or spacers, fabricated from an elastomer of type and in hardness
recommended by system and gasket manufacturer to comply with system performance requirements.
Provide gasket assemblies that have comers sealed with sealant recommended by gasket manufacturer.
E. Spacers, Setting Blocks, Gaskets, and Bond Breakers: Manufacturer's standard permanent,
nonmigrating types in hardness recommended by manufacturer, compatible with sealants, and suitable
for system performance requirements.
G. Framing system gaskets, sealants, and joint fillers as recommended by manufacturer for joint type.
H. Sealants and joint fillers for joints at perimeter of entrance and storefront systems as specified in
Division 7 Section "Joint Sealants."
I. Bituminous Paint: Cold- applied asphalt -mastic paint complying with SSPC -Paint 12 requirements,
except containing no asbestos, formulated for 30 -mil thickness per coat.
2.3 COMPONENTS
A. Brackets and Reinforcements: Provide manufacturer's standard brackets and reinforcements that are
compatible with adjacent materials. Provide nonstaining, nonferrous shims for aligning system
components.
B. Fasteners and Accessories: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding
fasteners and accessories compatible with adjacent materials.
1. Reinforce members as required to retain fastener threads.
2. Do not use exposed fasteners, except for hardware application. For hardware application, use
countersunk Phillips flat -head machine screws finished to match framing members or hardware
being fastened, unless otherwise indicated.
C. Concealed Flashing: Manufacturer's standard corrosion- resistant, nonstaining, nonbleeding flashing,
compatible with adjacent materials, and of type recommended by manufacturer.
D. Weather Stripping: Manufacturer's standard replaceable weather stripping as follows:
08410-2
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H. Entrances: Fabricate door framing in profiles indicated. Reinforce as required to support imposed
loads. Factory assemble door and frame units and factory install hardware to greatest extent possible.
Reinforce door and frame units as required for installing hardware indicated. Cut, drill, and tap for
factory- installed hardware before finishing components.
1. Exterior Doors: Provide compression weather stripping at fixed stops. At other locations,
provide sliding weather stripping retained in adjustable strip mortised into door edge.
2.6 ALUMINUM FINISHES
A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations relative to applying and designating finishes.
B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if
they are within one -half of the range of approved Samples. Noticeable variations in the same piece are
not acceptable. Variations in appearance of other components are acceptable if they are within the
range of approved Samples and are assembled or installed to minimize contrast.
C. Finish designations prefixed by AA conform to the system established by the Aluminum Association
for designating aluminum finishes.
D. Match existing or adjacent entrances and storefront.
08410-3
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1. Compression Weather Stripping: Molded neoprene complying with ASTM D 2000
requirements or molded PVC complying with ASTM D 2287 requirements.
2.4
HARDWARE
A.
Continuous Hinges: Refer to Hardware Schedule.
B.
Door Stops: ANSIBHMA A156.16, Grade 1, floor - mounted door stop, as appropriate for door
location indicated, with integral rubber bumper.
C.
Cylinders: Refer to Hardware Schedule.
E.
Thresholds: Refer to Hardware Schedule,
D.
Weather Sweeps: Manufacturer's standard weather sweep for application to exterior door bottoms and
with concealed fasteners on mounting strips.
E.
Finger Guards: Collapsible neoprene or PVC gasket anchored to frame hinge jamb of center - pivoted
doors.
2.5
FABRICATION
A.
General: Fabricate components that, when assembled, will have accurately fitted joints with ends
coped or mitered to produce hairline joints free of burrs and distortion. After fabrication, clearly mark
components to identify their locations in Project according to Shop Drawings.
B.
Forming: Form shapes with sharp profiles, straight and free of defects or deformations, before
finishing.
C.
Prepare components to receive concealed fasteners and anchor and connection devices.
D.
Fabricate components to drain water passing joints and condensation and moisture occurring or
migrating within the system to the exterior.
E.
Welding: Weld components to comply with referenced AWS standard. Weld before finishing
components to greatest extent possible. Weld in concealed locations to greatest extent possible to
minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed
surfaces by descaling or grinding.
F.
Glazing Channels: Provide minimum clearances for thickness and type of glass indicated according to
FGMA's "Glazing Manual."
G.
Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by
painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for
this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting
contact surfaces with bituminous paint.
H. Entrances: Fabricate door framing in profiles indicated. Reinforce as required to support imposed
loads. Factory assemble door and frame units and factory install hardware to greatest extent possible.
Reinforce door and frame units as required for installing hardware indicated. Cut, drill, and tap for
factory- installed hardware before finishing components.
1. Exterior Doors: Provide compression weather stripping at fixed stops. At other locations,
provide sliding weather stripping retained in adjustable strip mortised into door edge.
2.6 ALUMINUM FINISHES
A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations relative to applying and designating finishes.
B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if
they are within one -half of the range of approved Samples. Noticeable variations in the same piece are
not acceptable. Variations in appearance of other components are acceptable if they are within the
range of approved Samples and are assembled or installed to minimize contrast.
C. Finish designations prefixed by AA conform to the system established by the Aluminum Association
for designating aluminum finishes.
D. Match existing or adjacent entrances and storefront.
08410-3
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PART 3 - EXECUTION
3.1
EXAMINATION
j A.
Examine areas, with Installer present, for compliance with requirements for installation tolerances and
other conditions affecting performance of entrance and storefront systems. Do not proceed with
installation until unsatisfactory conditions have been corrected.
i 3.2
INSTALLATION
{ A.
General: Comply with manufacturer's written instructions for protecting, handling, and installing
entrance and storefront systems. Do not install damaged components. Fit frame joints to produce
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hairline joints free of burrs and distortion. Rigidly secure nonmovement joints. Seal joints watertight.
B.
Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by
painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for
this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting
contact surfaces with bituminous paint.
C.
Install components to drain water passing joints and condensation and moisture occurring or migrating
within the system to the exterior.
D.
Set continuous sill members and flashing in a full sealant bed to provide weathertight construction,
unless otherwise indicated. Comply with requirements of Division 7 Section "Joint Sealants."
E.
Install framing components plumb and true in alignment with established lines and grades without warp
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or rack of framing members.
1 F.
Install entrances plumb and true in alignment with established lines and grades without warp or rack.
Lubricate operating hardware and other moving parts according to hardware manufacturers written
instructions.
1. Install surface - mounted hardware according to manufacturer's written instructions using
concealed fasteners to greatest extent possible.
G.
Install glazing to comply with requirements of Division 8 Section "Glazing," unless otherwise
indicated.
H.
Install perimeter sealant to comply with requirements of Division 7 Section "Joint Sealants," unless
otherwise indicated.
3.3
ADJUSTING AND CLEANING
j A.
Adjust doors and hardware to provide tight fit at contact points and weather stripping, smooth
operation, and weathertight closure.
B.
Remove excess sealant and glazing compounds, and dirt from surfaces.
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3.4
PROTECTION
A.
Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer,
that ensure entrance and storefront systems are without damage or deterioration at the time of
Substantial Completion.
END OF
SECTION 08410
08410-4
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SECTION 08710 - DOOR HARDWARE
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Hardware Schedule.
B. Deliver keys to Owner.
C. For fire -rated openings provide hardware tested and listed by UL or FM (NFPA 80). On exit devices
provide UL or FM label indicating "Fire Exit Hardware."
1.2 SUBMITTALS
A. Operation/Maintenance Data:
1. Deliver to Kinko's, one (1) set of maintenance operation manuals and installation guides for lock -
sets, exit devices, and door closers.
2. Contractor/Installer to furnish to the hardware supplier one installation/template guide from each
hardware /carton.
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B. Templates: Templates for door hardware items to be sent to related door and frame suppliers within three
working days of receipt of approved hardware schedule.
C. Certification of Compliance: Submit any information necessary to indicate compliance to any or all of
these specifications as required.
D. Keying Schedule: Indicate keying of all cylinders, exit devices, locksets, and padlocks. Include door and
item numbers as set forth in the approved hardware schedule.
E. Close -out Requirement:
1. Two (2) copies of the keying schedule.
2. Two copies of Manufacturer's catalog data for each item of hardware furnished.
3. Provide one set of maintenance manuals and instruction sheetsfor each item of hardware fur -
nished.
1.3 DELIVERY, STORAGE AND HANDLING
A. Packaging: Each unit of hardware shall be individually packaged in themanufacturer's original contain-
ers as required by the respective hardware manufacturers.
1. a. Packaging shall include factory original installation instructions,
2. fastenings and all items necessary for complete installation.
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E. Delivery: Except as dictated otherwise, deliver all hardware to the job site. The Contractor and Hard-
ware Supplier's Representative shall check each item of hardware against the approved finish hardware
schedule.
F. Storage: All hardware shall be stored in a locked storage space until ready for installation. Hardware
shall be protected against damage after application and during construction period.
PART 2 - PRODUCTS
2.1 HARDWARE
A. Manufacturers:
1. Provide materials as specified without substitutions.
2. See Schedule on Drawings for approved manufacturers.
B. Fastenings
1. Furnish hardware with all necessary screws, bolts or other fastenings of suitable type and size to
anchor the hardware in position for long life and heavy use. Fasteners shall include expansion
shields, sex bolts, toggle bolts, or other approved anchors according to material to which it is ap-
plied and as recommended by the respective manufacturers.
a. Furnish Phillips flat -head screws except as otherwise indicated.
b. Thru -bolts (TB) to be verified with the Building Owner's Representative.
2. Design of all fastenings shall harmonize with hardware as to material and finish.
C. Hinges
1. All hinges to be of one manufacturer as hereafter listed for continuity and consideration of war-
ranty.
2. Unless otherwise specified, furnish five - knuckle as specified; button rip, full mortise template type
hinges with non -rising loose pins.
3. Out - swinging exterior doors to be furnished with hinges of solid bronze with non - removable pins
(NRP).
4. Interior doors to be furnished with wrought steel, polished and plated to match specified finishes.
5. Furnish three hinges up to 90" high and one additional hinge for every 30" or fraction thereof.
6. Furnish standard weight hinges on doors up to 36" in width, and extra heavy weight on doors ex-
ceeding 36 ", or as indicated in the hardware schedule.
7. Furnish 4 -1/2" x 4 -1/2" for all 1 -3/4" thick doors up to 36" wide, and 5" x 4 -1/2" over 36" wide.
8. Where required, furnish hinges of sufficient width to clear trim and/or permit the door to swing
180 degrees as required by the specific opening.
D. Cylindrical Locks
1. All locksets, latchsets, trim, and cylinders to be of one (1) manufacturer as hereafter listed for con-
tinuity of design and consideration of warranty.
2. Locksets shall be per Appendix 3a.
3. Locksets and latches shall be heavy duty cylindrical type. Latchbolts shall have minimum of 1/2"
nroiection.
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All exit devices, lever trim, and cylinders to be of one (1) manufacturer as hereafter listed and in
the hardware sets for continuity of design and consideration of warranty.
2.
Exit devices to be "UL" listed for life safety. All exit devices for labeled doors shall have "UL"
label for "Fire Exit Hardware ". All devices mounted on labeled wood doors are to be thru- bolted
or per the manufacturer's listing requirements. All devices to conform to NFPA 80 and 101 re-
quirements.
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All exit devices to be of a heavy duty, chassis mounting design, with one piece removable covers,
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All trim to be thru- bolted to the lock stile case.
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Lever trim to be the same as specified with locksets.
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Exit devices shall be push pad devices finished to match that of the locksets. Push pad to be high
impact resistant black lexan with a maximum 3" projection.
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Rail assemblies of all exit devices to be of brass or bronze base material, plated to standard archi-
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aluminum finishes will not be considered acceptable for heavy duty usage on this project.
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All closers to be the product of a single manufacturer for continuity of design and consideration of
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Closers shall be surface mounted, hydraulic type, with high strength cast case. Full rack and pin-
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Size all closers in accordance with the manufacturer's recommendations at the building site.
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Closers to have adjustable spring power, which allows for closer sizing. Closers to have separate
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Closer arms to be forged steel, interchangeable with all closers specified on this project for simpli-
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Supply appropriate arm assembly for each closer so that closer body and arm are mounted on non-
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Furnish closers with special application and heavy -duty arms as specified in the hardware sched-
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All closers to be rectangular, full cover type of nonferrous, noncorrosive material painted to match
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lockset finishes.
H. Door Stops
1. Place door stops in such a position that they permit maximum door swing, but do not present a
hazard or obstruction.
I. Thresholds and Gasketing
1. All thresholds must be in accordance with the requirements of the ADA and ANSI A117.1.
a. Furnish thresholds with machine screws and lead anchors. Furnish all necessary anchoring
devices for gasketing and seal.
b. Thresholds may require modification depending on final drawings and frame /floor details.
Verify with Architect before ordering material.
2.2 KEYING
A. Furnish locks and exit devices requiring cylinders with 6 pin cylinders which comply with performance
requirements of ANSI A156.5.
B. Locksets, Exit Devices, and Cylinders to be supplied from the same manufacturer.
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C. All keys to be of nickel silver only.
08710-3
[Insert Project Name] [Insert Issue Date]
Master Date 053001
D. All cylinders and keys to be properly tagged to indicate their intended location and to enable Kinko's,
with a minimum of effort, to establish key control.
E. Cylinders shall be factory construction masterkeyed system.
F. One set of extra cores (6300) and keys will be furnished to the Kinko's Representative via registered mail
- "Return Receipt Requested."
G. Extra cores and keys to be equal in quantity to the original project locking system. Extra RC6300 core
system to be master keyed to a new "AB" masterkey system with keys equal to the original project re-
quirements. Keying to be similar to original system requirements. Any deviation will be reviewed
with Kinko's Representative.
H. At project completion, Contractor to coordinate with Kinko's Representative inthe removal of construc-
tion cores and the installation of Kinko's permanent core system. Construction cores to be returned to the
hardware supplier.
I. Master keys and Permanent Control Keys shall be delivered to the Kinko's Representative via registered
mail - "Return Receipt Requested."
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J. Master keys shall be identified with the key system registry number and standard visual key control:
"AA ". Change keys shall be stamped with their corresponding code "AA 1 ", "AA2 ", etc.
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K. All keys shall be stamped "DO NOT DUPLICATE."
L. Supply keys in the following quantities:
j 1. Two RC Control Keys.
1 2. Two Master Keys.
3. Three Change Keys per lockset/exit device.
4. Ten Construction Keys
M. Furnish one complete bitting list with sufficient expansion to double the size of the original project. List
E to be delivered to the Kinko's Representative.
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2.3 FINISHES
A. Special care shall be taken to coordinate the finish of the various manufacturers to insure a uniform fin-
ish. This finish shall match the finish of the locksets.
1. Plated hardware shall be BHMA626 (US26D) or as detailed in US32D.
B. Painted hardware items shall be lacquered to closely match plated hardware.
PART 3 - EXECUTION
3.1 EXECUTION INSPECTION
A. After installation has been completed, hardware supplier shall inspect project to determine the proper ap-
plication of hardware according to the approved hardware and keying schedules.
1. Check operation and adjustment of all hardware items.
2. Recommended hardware adjustments shall be made by the Contractor/Installer.
3.2 INSTALLATION
08710-4
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SECTION 09260 - GYPSUM BOARD ASSEMBLIES
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PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
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Fire resistant type gypsum board, joint treatment products and accessories as indicated on Drawings.
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Fire- Resistance -Rated Assemblies: Provide materials and construction identical to assemblies tested ac-
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QUALITY ASSURANCE
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Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary
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Perform Work in accordance with Gypsum Association Standards GA201 - Gypsum Board for Walls and
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Fire - Test - Response Characteristics: Where fire -rated gypsum board assemblies are indicated, provide
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Fire Resistance Ratings: As indicated by reference to Gypsum Association File Numbers in GA -600
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Use each type of gypsum board and other products and finishing material from one manufacturer that ei-
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board manufacturer.
PART2- PRODUCTS
2.1 METAL FRAMING AND SUPPORTS
A. Manufacturers:
1. Clark Steel Framing.
2. Dale/Incor.
3. Dietrich Industries, Inc.
Master Date 030917
3. Gold Bond Building Products Div., National Gypsum co.
4. United States Gypsum co.
B. Gypsum board products in maximum lengths available to minimize end -to -end butt joints.
1. Fire Rated type: Type "X ", 5/8" thick with tapered edges, meeting requirements of ANSVASTM
C 36. Use in both dry and moisture resistant assemblies.
2. Moisture Resistant type: Type "X" 5/8" minimum thick with tapered edges meeting requirements
of ASTM C 630 unless otherwise indicated.
3. Ceiling Surfaces: Sag - resistant type, Type "X" 5/8" minimum thick with tapered edges meeting
requirements of ANSVASTM C 36 unless otherwise indicated.
4, Fire -Rated Exterior Gypsum Soffit Board: Type "X ", 5/8" thick with tapered edges, meeting re-
quirements of ANSVASTM C 931 or C 630. Use in both dry and moisture resistant assemblies;
elsewhere use either standard or type "X" or moisture resistant gypsum wallboard as required.
2.3 ACCESSORIES
A. Accessories: United States Gypsum or Gold Bond Building Products system of components and perfo-
rated tape.
1. Corner Bead: Formed galvanized steel angle, minimum base steel 0.014" thick, and complying
with ASTM Standard C 1047.
2. Casing Bead: Formed galvanized steel trim, minimum base steel 0,014" thick, and complying
with ASTM Standard C 1047.
3. Screws: Type "S" or "W" Bugle Head Screws complying with ASTM Standard C 954 or C 1002
or both with heads, length, threads, points, and finish as recommended by the manufacturer.
4. Joint Materials: Conform to ANSI/ASTM Standard C475 or Gypsum Association Standards GA
201 and GA 216; reinforcing tape, joint compound, adhesive and water.
B. Miscellaneous Materials: Auxiliary materials for gypsum board construction that comply with referenced
standards.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that apply to
framing installation.
1. Isolate steel framing from building structure, except at floor, to prevent structural movement from
transferring loading to partitions.
2. Where studs are installed directly against exterior walls, install asphalt felt strips or foam gaskets
between studs and wall.
B. Install and finish gypsum panels to comply with ASTM C 840 and GA -216.
1. Framing members:
. a. Examine all surfaces to receive gypsum board, and make certain that framing is plumb and
true.
b. The fastening surface of any framing or furring member shall not vary more than 1/8" from
the plane of faces of adjacent framing or furring members.
2. Cutting:
a. Cut gypsum board by scoring or by sawing, working from the face side. When cutting by
scoring, the paper face shall be cut with a knife.
b. Neatly cut gypsum board to fit all outlets and switch boxes. Where gypsum board meets
projecting surfaces, scribe and cut neatly.
3. Application: .
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a. Apply single -layer gypsum board with long dimension parallel to framing members, and all
abutting ends over framing members. Stagger end joint.
b. Provide moisture resistant gypsum board on surfaces within a 48 inch radius of a water
END OF SECTION 09260
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C. Screw spacing: Space screws at minimum of 8" on center around the perimeter and 12" on
center on the intermediate studs. Space screws as required to meet fire rating requirements.
d. Gypsum board of the maximum practical length shall be used to minimize end joints. All
end joints shall be neatly filed and staggered.
e. Joints on opposite side of the partitions shall be so arranged as to occur on different studs.
f. At door openings, cut gypsum board so that no joints occur within 12" of the upper corners
of door openings.
g. Metal trim:
1) Install securely, plumb, and true in accordance with manufacturer's instructions.
2) Provide metal corner bead at all external angles.
3) Provide metal edge trim at all exposed edges of gypsum board face layer.
4.
Finish: All walls shall be skim- coated to provide a smooth, texture -free finish.
C. Gypsum Board Installation:
1.
Cut gypsum board by scoring or by sawing, working from the face side. When cutting by scoring,
the paper face shall be cut with a knife.
2.
Neatly cut gypsum board to fit all outlets and switch boxes. Where gypsum board meets project-
ing surfaces, scribe and cut neatly.
3.
Apply single -layer gypsum board with long dimension parallel to framing members and all abut-
ting ends over framing members. Stagger end joint.
4.
Fasten gypsum board in place to wood or metal furring or framing with Bugle Head screws.
5.
Screw Spacing: Space screws at minimum 8" on center around the perimeter and 12" on center on
the intermediate studs. Space screws as required to meet fire- rating requirements.
-- -. 6.
Gypsum board of the maximum practical length shall be used to minimize end joints. All end
joints shall be neatly filed and staggered. Joints on opposite side of the partitions shall be so ar-
ranged as to occur on different studs.
7.
At door openings, cut gypsum board so that no joints occur within 12" of the upper corners of door
8.
openings.
Apply and finish gypsum board in accordance with GA 201, and GA 216, and per manufacturer's
instructions. Fire rated assemblies (if any) must be finished as required to meet required rating.
9.
Place corner beads at external comers. Use longest practical length. Place edge trim where gyp -
sum board abuts dissimilar materials.
10.
Tape, fill, and sand - exposed joints, edges, and corners to produce smooth surface ready to receive
finishes.
11.
Feather coats onto surfaces so that camber is maximum 1/16 ".
12.
Tolerances: Maximum variation from true flatness: 1/8" in 10' in any direction.
END OF SECTION 09260
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SECTION 09511 - ACOUSTICAL PANEL CEILINGS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Acoustical Panel Ceilings: ASTM E 1264, Class A materials, tested per ASTM E 84.
B. Fire - Rating Ceiling Assemblies: Tested per ASTM E 119, and listed in UL's "Fire Resistance Directory,"
in ITS' "Certification Listings," or in the listing of another qualified testing and inspecting agency.
PART2- PRODUCTS
2.1
ACOUSTICAL PANELS
A.
Existing Acoustical Ceilings: Match existing in texture, shape, and color as closely as possible to provide
an appearance indistinguishable from existing, unless other indicated on Drawings.
B.
New Acoustical Ceilings: For product specification, see Description of Materials and Finish Schedules on
Drawings.
2.2
CEILING SUSPENSION SYSTEM
A.
Direct -hung; ASTM C 635, intermediate- duty structural classification.
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Attachment Devices: Sized for 5 times the design load indicated in ASTM C 635, Table 1, Direct Hung,
unless otherwise indicated.
PART 3
- EXECUTION
3.1
INSTALLATION OF CEILING SUSPENSION SYSTEM
A.
Seismic Categories A & B: Comply with ASTM C 636.
B.
Seismic Category C: Comply with CISCA recommendations for areas subject to light to moderate seis-
mic activity (old zones 0 -2).
C.
Categories D, E, and F: Comply with CISCA recommendations for areas subject to severe seismic activ-
ity (old zones 3 -4).
1. Additional requirements beyond CISCA:
a. Heavy duty T -bar grid system.
b. Perimeter angle shall be not less than 2 inches.
C. Grid shall be attached at two adjacent walls.
d. Opposite walls must have 3/4 inch clearance.
e. Ceiling areas over 1000 sq ft must have horizontal restraint wires or rigid bracing.
f. Ceiling areas over 2500 sq ft must have seismic separation joints (expansion joints) or full
height partitions.
g. Unbraced ceilings must have 2 inch oversized trim rings for sprinklers and other penetra-
tions.
h. Changes in ceiling plane must have positive bracing.
i. Cable trays and electrical conduits must be independently supported and braced.
09511-1
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j. Suspended ceilings shall be subject to special inspection.
D. Additional Requirements:
1. . Free floating architectural components must have adequate "rattle room ".
a. Minimum 12 inch clearance.
b. Must permit hangers to swing to a 45 degree angle without striking another object.
2. Suspension system integrity:
a. Minimum grid connection strength:
1) Seismic Design Category C: 60 lbs.
2) Seismic Design Categories D, E & F: 180 lbs.
3) Heavy duty mains.
b. Hanger wire requirements:
1) All Seismic Design Categories:
a) Connection to structure: Min. 100 lbs.
b) Min 12 ga at 4 foot spacing.
c) Min. 10 ga at 5 foot spacing.
d) Plumb within 1 in 6.
C. Splay bracing:
1) Seismic Design Category C: Not required unless ceiling weight exceed 2.51bs/sq ft
2) Seismic Design Categories D, E, and F:
a) 4 -wire clusters with compression post required in areas over 1000 sq ft.
b) Minimum 200 lb connection strength.
c) Start within 6 feet of corner.
d) 12 feet on center.
d. Light fixtures in all Seismic Design Categories:
1) Less than 56 lbs.
a) 2 connectors attaching to grid.
b) 2 slack wires.
2) More than 56 lbs.
a) 2 connectors attaching to grid.
b) independent support to structure.
e. Mechanicals for all Seismic Design Categories:
1) Less than 20 lbs: 2 connectors attaching to grid.
2) More than 20 lbs but less than 56 lbs: 2 connections attaching grid and 2 slack
wires.
3) More than 56 lbs: Independent support to structure.
f. Partition attachment:
1) Seismic Design Catetory C: Not permitted; ceiling must be free to float 3/8 inch in
all directions.
2) Seismic Design Categories D, E, and F: Permitted with these qualifications:
a) May not be over 9 feet high or brace independently.
b) Seismic lateral force may not exceed 5 lbs/ sq ft.
c) Areas over 2500 sq ft must have seismic separation joints (expansion joints).
3. Perimeter panel retention:
a. Prevent grid from spreading at perimeters. In all Seismic Design Categories, spacer bars or
some nther methnd renmrerl at all walla
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SECTION 09651 - RESILIENT TILE FLOORING
PART 1 - GENERAL
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Submittals: Product Data and color Samples.
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- PRODUCTS
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Flooring: For vinyl composition tile product specifications, see Description of Finish Materials and Finish
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Resilient Base: 4 inch vinyl base, Model #60, jet black; Armstrong.
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INSTALLATION ACCESSORIES
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Trowelable Leveling and Patching Compounds: Latex - modified, portland cement- or blended hydraulic
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Adhesives: Water - resistant type recommended by manufacturer to suit resilient products and substrate
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INSTALLATION
A.
Lay out tiles from center marks established with principal walls, discounting minor offsets, so tile widths
at opposite edges of room are equal to one another and are at least one -half of a tile.
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B.
Roll tile in two directions with 100 -1b roller after laying.
C.
Do not scrub or wash floor for five days after installation.
D.
Install resilient base per manufacturer's written instructions.
Master Date 050903
SECTION 09680 - CARPET
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Submit manufacturer's product literature and installation instructions.
PART 2 - PRODUCTS
2.1 MATERIALS
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A. One of the following carpets:
1. Carpet Tiles: 36 inch by 36 inch modular tufted, textured loop pile carpet tiles; Milliken Carpet.
a. Adhesive: 100V Carpet Adhesive; Milliken Carpet.
2. Carpet Tiles: 1 meter by 1 meter modular tufted sculptured loop carpet tiles; Interface Flooring
Systems, Inc..
a. Adhesive: Re:Source adhesive compatible with substrate and recommended by Interface
Flooring Systems, Inc. for conditions encountered.
B. Transition Strip: Item #EG -XXW; Johnsonite.
C. Nosing Strip at Stairs: Double- undercut Item #VCD -XXA; Johnsonite.
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PART 3 - EXECUTION
3.1 INSTALLATION
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1. Exception: Interface carpet tiles will not require 60 -day cure of new concrete before installation.
END OF SECTION 09680
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SECTION 09720 - WALL COVERINGS
PART I - GENERAL
1.1 SECTION REQUIREMENTS
A. Surface-Burning Characteristics: Provide wall coverings with flame-spread and smoke-developed ratings
of not more than 25 and 450, respectively, per ASTM E 84.
PART 2-PRODUCTS
2.1 WALL COVERING
A. For product specifications, see Description of Finish Materials and Finish Schedule.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with manufacturers' written instructions for surface preparation and installation. Cut panels in
roll number sequence. Change run numbers at partition breaks and comers only.
B. Install seams vertical and plumb, with no horizontal seams.
C. Match pattern. 72 inches above finish floor.
END OF SECTION 09720
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SECTION 09910 - PAINTING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: Paint all exposed surfaces, new and existing, unless otherwise indicated.
1. Paint the back side of access panels.
2. Paint registers, louvers, grilles, exposed piping, equipment mounting boards to match adjacent
work.
3. Color code mechanical piping in accessible ceiling spaces.
4. Do not paint prefinished items, finished metal surfaces, operating parts, labels, and materials obvi-
ously intended to be left exposed such as brick and tile.
5. Unless otherwise indicated do not paint concealed surfaces.
B. Mockups: Full -coat finish sample (benchmark sample) of each type of coating, substrate, color, and fin-
ish required in area of not less than 100 sq. ft. Comply with PDCA P5.
C. Obtain block fillers, primers, and undercoat materials for each coating system from the same manufac-
turer as the finish coats.
D. Extra Materials: Deliver to Owner a 1 -gal. container, properly labeled and sealed, of each color and type
of finish coat paint used on Project.
PART 2 - PRODUCTS
2.1 PAINT
A. Acceptable Manufacturers:
1. Benjamen Moore and Co.
2. Pittsburgh Paints Division of PPG Industries.
3. Pratt and Lambert.
4. The Sherwin - Williams company.
B. Material Compatibility: Complete system of compatible components that is recommended by manufac-
turer for application indicated.
PART 3 - EXECUTION
3.1 SURFACE PREPARATION
A. Prepare new and existing surfaces as required per "Architectural Specification Manual" by Painting and
Decorating Contractors of America (PDCA).
1. Clean surfaces of loose dirt, grease, and dust before work is started.
2. Wash metal surfaces with mineral spirits to remove dirt and grease before applying finish.
3. Where rust or scale is present, wire brush or sand clean before applying.
4. Puttly nail holes, countersunk screws, bolts, cracks before applying paint.
5. Sand wood surfaces smooth and even before apply finish.
6. Remove hardware accessories, plates, lighting fixtures and similar items, or provide amply protec-
tion.
7. Seal bottoms, tops, and edges of wood doors. Sand wood faces of doors before finishing.
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3.2 APPLICATION
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A. Comply with paint manufacturer's written instructions for surface preparation, environmental and sub-
strate conditions, product mixing, and application.
13. Paint as indicated in Application Schedule below. Proprietary names are used to designate quality;
equivalent by above -named manufacturers may be substituted.
3.3 EXTERIOR PAINT APPLICATION SCHEDULE
A. Concrete, Stucco or Synthetic Stucco, and Masonry: As follows:
1. Surface Preparation: Remove and replace or repair loose and unstable material. Match existing
finish texture. Allow new stucco to cure minimum 14 days prior to paint application.
2. Primer: One coat Sherwin - Williams Loxon conditioner ((A24 -100).
3. Finish: Two coats Sherwin - Williams A -100 exterior acrylic stain (A -82).
a. Provide body and accent colors as indicated on Drawings.
B. Soffit Board: As follows:
1. Finish: One coat Sherwin - Williams A -100 exterior acrylic paint.
C. Wood: As follows:
1. Primer: One coat of Sherwin - Williams base primer.
2. Finish: Two coats of Sherwin - Williams A -1000 exterior acrylic paint.
a. Provide body and accent colors as indicated on Drawings.
D. Ferrous Metal: As follows:
1. Primer: Once coat tinted Sherwin - Williams KEM Bond HS (B50Z Series), if not factory primed.
2. Finish: Two coats Shewin - Williams industrial enamel (B54Z Series) as follows:
a. Exterior face of exterior hollow metal doors, bollards, and other miscellaneous ferrous
metal not otherwise indicated on Drawings: Refer to Finish Schedule for color.
b. Interior face of exterior hollow metal doors and frames: Match color of adjacent wall fin -
ish.
C. Rooftop equipment: Match exterior. Paint equipment exposed or extending above top of
parapet or cupola, including pre - painted aluminum items.
d. Flashing, vents, and miscellaneous metal on exposed sloped metal roofing: Match roofing
material color unless specifically noted otherwise.
e. Fascia, gutters, flashing, scuppers, downspouts, and gas piping: Match adfacent wall finish.
Refer to Finish Schedule.
E. Metal Roof Decking and Steel Joists:
L' Surface Preparation: At interior surfaces, remove loose and scaling paint, rust, and other foreign
matter by sand blasting per #SSPC -SP -63 "Commercial Blast Cleaning" recommendations.
2. Primer: One coat Sherwin - Williams Kem Bond HS )B502).
3. Finish: Two coats Sherwin- Williams SuperPaint High Glass )A85 Series) or Sherwin - Williams
Industrial Enamel (B542 Series). Refer to Finish Schedule for color.
3.4 INTERIOR PAINT APPLICATION SCHEDULE
A. Concrete Unit Masonry and Brick: As follows:
1. Primer: Once coat Sherwin - Williams Preprite 200 latex interior primer (B28W200), tinted.
2. Finish: Two coats Sherwin - Williams ProMar 200 interior eggshell (B20W4CO) latex paint.
B. Gypsum Board: As follows:
1. Primer: One coat Sherwin - Williams Preprite 200 latex wall primer (B28W200).
09910-2
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SECTION 10265 - IMPACT - RESISTANT WALL PROTECTION
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. For product specifications, see Description of Finish Materials and Finish Schedule on Drawings.
B. Provide impact - resistant finishes with flame - spread and smoke - developed ratings of 25 or less and 450 or
less, respectively, when tested according to ASTM E 84.
C. Submittals: Maintenance data for wall protection systems to include in operating and maintenance manu-
als specified in Division 1.
1.2 QUALITY ASSURANCE
A. Installer qualifications: Engage an installer who has not less than three years experience in installation of
systems similar in complexity to those required for this project.
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B. Code compliance: Assemblies should conform to all applicable codes including UBC, SBCCI, BOCA,
OSHA, Life Safety, OSHPD and ADA.
C. Fire performance characteristics: Provide wall protection system components with a UL label indicating
that they are identical to those tested in accordance with ASTM- E84 -91A (CAN 45102 -M83 in Canada)
for Class I characteristics listed below:
1. Flame spread: 25 or less
2. Smoke developed: 450 of less
D. Impact strength: Provide assembled wall protection units that have been tested in accordance with the ap-
plicable provisions of ASTM F476 -76
E. Color match: Provide wall protection components that are color matched in accordance with the follow-
ing:
1. Delta E difference of no greater than 1.0 using the Hunter (Lab) Scale.
F. Single source responsibility: Provide all components of the wall protection system manufactured by the
same company to ensure compatibility of color, texture and physical properties.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to the project site in unopened original factory packagingclearly labeled to show manu-
facturer.
B. Store materials in original, undamaged packaging in a cool, dry place out of direct sunlight and exposure
to the elements. A minimum room temperature of 40 degrees F. should be maintained.
1.4 PROJECT CONDITIONS
A. Environmental requirements: Installation areas must be enclosed and weatherproof before installation
commences. Maintain ambient temperature above 65 degrees F. during, and for 24 hours after installa-
tion.
10265-1
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PART 2- PRODUCTS
2.1 MATERIALS
A.
Vinyl/Acrylic: Extruded material should be high impact Acrovyn with pebblette grain texture with thick-
ness as indicated. Chemical and stain resistance should be per ASTM D -1308 standards as established by
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Aluminum: Extruded aluminum retainers should be 6063 -T6 alloy of thickness indicated. Minimum
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WALL PROTECTION
A.
Corner Guards:
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2. Accessories: Provide mounting hardware sized for anticipated load and substrate conditions.
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FABRICATION
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General: Fabricate wall protection systems to comply with requirements indicated for design, dimensions,
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Pre- assemble components in the shop to the greatest extent possible to minimize field assembly.
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Fabricate components with tight seams and wood joints with exposed edges rolled. Provide surfaces free
of chipping, dents and other imperfections.
2.4
FINISHES
A.
General: Comply with NAAMM "Metal Finishes Manual" for recommendations relative to applications
and designations of finishes.
B.
Aluminum: Mill finish AA -MIO.
PART 3 - EXECUTION
3.1 EXAMINATION AND PREPARATION
A. Verify conditions; examine areas and conditions under which work is to be performed and identify condi-
tions detrimental to proper or timely completion.
1. Do not proceed until unsatisfactory conditions have been corrected.
B. Clean substrate to remove dirt, debris, and loose particles. Perform additional preparation procedures as
required by manufacturer's written instructions.
[Insert Project Name]
10265-2
[Insert Issue Dat
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Master Date 053001
C. Take necessary precautions to prevent damage to material during installation as required in manufac-
turer's written installation instructions.
3.2 INSTALLATION
A. Install components level, plumb, and true to line without distortions.
B. Follow manufacturer's written instructions, using only approved mounting hardware and locating compo-
nents firmly into position..
C. Adjust installed end caps as necessary to ensure tight seams.
D. Where splices occur in horizontal runs of over 20 feet, splice aluminum retainer and vinyl cover at differ-
ent locations along the run.
3.3 CLEANING
A. Immediately upon completion of installation, clean vinyl covers and accessories in accordance with
manufacturer's recommended cleaning method.
B. Remove surplus materials, rubbish, and debris resulting from installation as work progresses and upon
completion of work.
END OF SECTION 10265
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Master Date 101003
SECTION 10401 - SIGNAGE DECALS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes decal signage for application to entrance glass.
B. Owner- Furnished Material: Decals are famished by Owner.
1.2 COORDINATION
A. Coordinate with Kinko's Construction Project Manager if glass configuration of project is significantly
different from that indicated on Drawings and there is doubt about proper location of decal components.
PART 2- PRODUCTS
2.1 SIGNANGE DECALS
A. Complete package of signage decals will be fumished to the Contractor by Kinko's through the
Construction Project Manager. Decals are as follows. Refer to Drawings for location of decals.
1. 1- 800- KINKOS /www.kinkos.com
2. Fed -Ex
3. CREDIT /CHARGE CARD
~ti . 4. NO SOLICITATION AND NOTARY SERVICES AVAILABLE
5. HOUSE MARK
6. OPEN 24 HOURS
7. HANDICAP
8. BRANCH HOURS
9. CLOSED
10. VISIT OUR OTHER LOCATIONS
11. OPEN 24 HOURS
12. ADDITIONAL ADDRESS LOCATIONS
PART 3 - EXECUTION
3.1 PREPARATION
A. Thoroughly clean interior surface of glass. Allow to dry.
3.2 DECAL APPLICATION
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tape to tack down the top of the strip. This will help keep the decal from shifting.
5. Carefully fold/lift decal up to access the cardstock liner. Do not disturb anchoring tape. Remove
the cardstock liner, keeping the adhesive strip from touching the glass. If any portion of letters or
numbers within the decal stick to the cardstock liner, gently lay the adhesive strip back and gently
rub over the adhesive part of the decal and continue again to remove the cardstock liner.
6. Start slowly from the center; gently lay the strip on the glass.
7. Smooth in place, working from the center out using a squeegee. You cannot over - squeegee the
decal. Insufficient smoothing with the squeegee might prevent the decal from adhering to the
glass surface.
8. Slowly peel off the adhesive strip. If a portion of the decal does not stick, lay the adhesive strip
back down and smooth the area using the squeegee; then remove strip.
9. If air bubbles occur, make a pinhole and re- squeegee.
3.3 CLEANING AND PROTECTION
A. Protect decals from scratching or other damage until acceptance of project by Kinko's.
Master Date 101003
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10401-2
[Insert Issue Date]
Master Date 053001
SECTION 10431 - SIGNS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Provide electrical components that are labeled and listed by UL and that comply with applicable NEMA
standards.
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B. Refer to requirements, standards, and recommendations published in Kinko's, Inc. Corporate Identity
Manual.
C. Coordinate electrical installation and final electrical connections for interior signage unless otherwise in-
dicated.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Signs are famished and installed by Kinko's. Coordinate with Kinko's sign contractor. Only blocking
and electrical power for signs are required by Contractor.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Provide blocking in wall as required to support signs.
END OF SECTION 10431
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(`1 SECTION 10520 - FIRE- PROTECTION SPECIALTIES
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Fire Extinguishers: NFPA 10, listed and labeled for the type, rating, and classification of extinguisher.
PART 2 - PRODUCTS
2.1 FIRE EXTINGUISHERS AND CABINETS
A. Portable Fire Extinguishers: Multipurpose dry- chemical type, UL -rated 4 -A; 60 -B -C; 10 lb nominal ca-
paacity.
1. J.L. Industries.
2. Larsen's Mfg. Co.
3. Muckle Manufacturing Division of Technico, Inc.
4. Profile Intemation, Inc.
B. Fire Protection Cabinets: Enameled steel, cabinets for fire extinguisher.
.r C. Accessories: Mounting brackets where cabinets are not indicated.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install cabinets and brackets at heights indicated or, if not indicated, at heights to comply with applicable
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regulations of authorities having jurisdiction.
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SECTION 10801 - TOILET AND BATH ACCESSORIES
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Meet Americans with Disabilities Act Accessibility Guidelines (ADAAG) or local code, whichever is
more stringent.
B. In California, meet Title 24 - Accessibility Standards.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
Stainless Steel: ASTM A 666, Type 304, No. 4 finish (satin), 0.0312 -inch minimum nominal thickness,
unless otherwise indicated.
B.
Brass: ASTM B 19, ASTM B 16, or ASTM B 30 castings.
C.
Sheet Steel: ASTM A 366/A 366M, 0.0359 -inch minimum nominal thickness.
D.
Galvanized Steel Sheet: ASTM A 653/A 653M, G60.
E.
Chromium Plating: ASTM B 456, Service Condition Number SC 2 (moderate service).
_ F.
Baked - Enamel Finish: Factory- applied, gloss - white, baked - acrylic - enamel coating.
G.
Mirror Glass: ASTM C 1036, Type I, Class 1, Quality q2, nominal 6.0 mm thick, with silvering, electro-
plated copper coating, and protective organic coating complying with FS DD -M -411.
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Galvanized Steel Mounting Devices: ASTM A 153/A 153M, hot -dip galvanized after fabrication.
I.
Fasteners: Screws, bolts, and other devices of same material as accessory unit, tamper and theft resistant
when exposed, and of galvanized steel when concealed.
2.2
TOILET AND BATH ACCESSORIES
A.
For product specifications, see Toilet Accessory Specifications on Drawings.
B.
Grab Bars:
1. Locate grab bars on each side, or one side and the back of the physically disabled toilet stall or
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PART 3 - EXECUTION
i 3.1 INSTALLATION
A. Install accessories using fasteners appropriate to substrate indicated and recommended by unit manufac-
turer. Install units level, plumb, and firmly anchored in locations and at heights indicated. Z
1. Install grab bars to withstand a downward load of at least 250 lbf, when tested according to
method in ASTM F 446.
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Replace damaged or defective items. Remove temporary labels and protective coatings. 0 0
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A. Installation of finish hardware is specified under other sections. However, the following requirements
apply to the work as follows:
1. Hardware shall be installed by a Qualified Mechanic skilled in the application of institutional
grade builders hardware.
2. Install all hardware in full compliance with Manufacturer's instructions.
3. When cutting and fitting is required to install hardware onto or into surfaces which are to be
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painted or finished, install each item completely and then remove during application. After com-
pletion, reinstall each item.
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4. Care shall be exercised not to mar or damage adjacent work.
Kinko's Representative.
5. Damaged work shall be repaired or replaced to the satisfaction of the
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7. If door swing is changed from original drawings during construction, the contractor shall make
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necessary changes at no cost to Kinko's.
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8. Latches and bolts shall be installed to automatically engage strikes, whether activated by closers or
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fixed. Adjust strikes after silencers and/or seal are in place.
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general, mounting locations to be similar to SDI recommendations.
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C. Threshold and Perimeter Seal:
1. Cut and fit thresholds to profile of door frames, with mitered corners and hairline joints. On eicte-
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2. Before installation, carefully read manufacturer's instructions to assure tight and contiguous seal at
the perimeter and comers of doors and frames.
3. Depending on final drawings and conditions, specified thresholds are subject to modification.
3.3 ADJUSTING AND CLEANING
A. At final completion, all hardware shall be left clean and free from disfigurement. Contractor shall make a
final adjustment to all door closers and other items of hardware. Where hardware is found defective, re-
pair or replace or otherwise correct as directed.
B. Adjust and check each operating item of hardware and each door, to ensure proper operation or function
of every unit. Adjust hardware so that moving parts operate freely, without bind, or excessive play.
Hardware shall be free of paint, corrosion, or damage of any kind.
3.4 PROTECTION
A. The Contractor is responsible for the proper protection of all items of hardware until Kinko's accepts the
project as complete.
END OF SECTION 08710
[Insert Project Name]
08710-5
[Insert Issue Date]
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Legal Description
Property Located @
CASCO 112 Andover Park East
Midwest Region Tukwila, Washington 98188
The following legal description was obtained from the King County Assessor's
Office:
Andover Industrial Park #1
S. 28' of 4 and N. 200' of 5 Less Street and Highway
Lots 4 & 5
RECEIVED
CITY OF TI IKWII A
JAN 3 0 2004
PERMIT CENTER
File 902647 Miscellaneous
Legal Description012704.doc
1>04 4iw l ) ! �i lI 7
10877 Watson Road
Costa Mesa, California Dallas, Texas St. Louis Missouri 63127 Atlanta, Georgia Edison, New Jersey
Tel: (314) 821 - 1100 • Fax: (314) 821 - 4162
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January 28, 2004
Via hand delivery
City of Tukwila
Permit Center
6300 Southcenter Boulevard #100
Tukwila, WA 98188
Re: Remodel of Exiting Kinko's
112 Andover Park East
Tukwila, WA
Building Permit Submittal
To Whom It May Concern:
Enclosed please find documents being submitted for a remodel of the existing Kinko's
located at the address referenced above. The construction valuation is $309,000 excluding
electrical work. A deposit for plan check is enclosed in the amount of $1,406.70.
Please contact this office if any additional information is required.
i
E Respectfully,
CASCO
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Patrick L. Moore, P. E.
RECEIVED
CITY OF Tt WAUff n
JAN 3 0 2004
PERMIT CENTER
Cc: Chuck Craig / Kinko's- Dallas, TX
ACT
File 902647 Permit
C1tyTran012804.doc
le)4moPO37
10877 Watson Road
Costa Mesa, California Dallas, Texas St. Louis Missouri 63127 Atlanta, Georgia Edison, New Jersey
Tel: (314) 821 -1100 • Fax: (314) 821 -4162
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March 2, 2004
C ity of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Mr. Patrick Moore
10877 Watson Road
St. Louis, MO 63127
RE: CORRECTION LETTER #1
Development Permit Application Number D04 -037
112 Andover Park East — Kinko's
Dear Patrick:
This letter is to inform you of corrections that must be addressed before your development permit(s) can.
be approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Public Works Department. At this time,
the Building, Planning and Fire Departments have no comments.
Public Works Department Joanna Spencer, at 206 431 -2440, if you have any questions
regarding the attached memo.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) complete sets of revised,
plans, specifications and /or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections /revisions must be made in person and will not be
accepted throuiel: the mail or by a messenPer service.
If you have any questions, please contact me at (206) 433 -7165.
Sincerely,
4��
Stefania Spencer
Permit Technician
encl
xc: File No. D04 - 037
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
' }.r ' � . , .ii ..li .. ..Y +:� � r • , :. .G�..iei,�:•in:F�3 "ri av .;,Y•i:w7::i:w,.E, �. �i.: 1YSLL1au:. G. y ",:-: S= L .'r .2rri;)tirrlab4u.ir�.:�cltdua .td+= h:wi•.a'wdw� .
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ROUTING:
i CAS C O Overnight
i Midwest Region
LETTER OF TRANSMITTAL
TO: PKJB Architectural Group, PS DATE: June 25, 2004
603 Stewart Street
Suite 707 RE: Kinko's
Seattle, WA 98101 Tukwila, WA
Tel: (206) 624 -3210 Remodel Store #5173
Site ID #972624
ATTN: Robert Kroese, AIA
We are transmitting herewith the following:
QUANTITY DESCRIPTION
One (1) Letter to the City of Tukwila
Four (4) Sets of Revised Construction Documents
REMARKS Please submit to the City of Tukwila for review.
cc: All w /encl.
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Respectfully,]
CASCO
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Patrick L. Moore
Project Leader
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Chuck Craig ( Kinko's)
Dave Triplett ( Kinko's)
CMS, JER, ACT
File (902647 Permit)
WAKINKOS \902647 Tukwila, WA \Trans PKJB.doc
10877 Watson Road
Costa Mesa, California Dallas, Texas St. Louis Missouri 63127 Atlanta, Georgia Edison, New Jersey
Tel: (314) 821 -1100 • Fax: (314) 821 -4162
a
Via: Overnight
CASCO June 25, 2004
Midwest Region
i
City of Tukwila
Permit Center
6300 Southcenter Boulevard #100
Tukwila, WA 98188
Re: Kinko's Remodel
112 Andover Park East
Tukwila, WA
Permit No. D04 -037
To Whom It May Concern:
We have previously filed for and received a Building Permit for the interior remodel of the Kinko's at the
referenced address. Since we have finalized the permit, our client has directed some revisions to the
building interior. We are, therefore, filing four (4) copies of revised drawings to amend the Building
Permit.
Drawing D1:
• Original breakroom is now shown; we will not be demolishing this room.
Drawing Al:
• Original breakroom is now shown because it will not be demolished.
• Revised concrete ramp on the north side of the building to provide a 5' -0" wide landing.
• Added 9'x 12' office near grid H15. Added 9'x 9' office near grid J17.
• Deleted two (2) offices between grids 17 and 20 on grid F.
Drawing A3.0:
• Shelving and fixtures were relocated between grids 17 and 20 on grid F.
Drawing A4.0:
• Added door #16 to Door Schedule.
Drawing A6.0:
• Deleted details 6, 9, 13 and 18.
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Drawing A8.2:
• Revised details 2, 13, 14 and 18.
Drawing 1
• Deleted plan for new breakroom; this room was deleted.
Drawings P2 and P3:
• Deleted these drawings because new breakroom was deleted.
Drawing E1:
• Add new convenience outlets in the two offices that were added.
• Added ten (10) new convenience outlets between grid 17 and 20 on grid F.
• Added two (2) electrical outlets in bay D /F/5/8.
Please contact this office if any additional information is required.
Sincerely,
CASCO
Patrick L. Moore, P.E.
/nc WAKINKOS \902647 Tukwila, WA\Ltr City 062504.doc
Enclosures: Four (4) sets Revised Drawings
cc: Chuck Craig (Kmko s)
Dave Triplett (Kinko's)
f CMS, JER, ACT
File (902647 Permit)
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D04 -037 DATE: 06 -29 -04
PROJECT NAME: KINKO'S
SITE ADDRESS: 112 ANDOVER PARK EAST
Original Plan Submittal _Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 fte permit is issued
DEPARTMENTS,
Build Division
Public Works L ku
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Fire Prevention
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Structural ❑
DETERMINATION OF COMPLETENESS (Tues., Thurs.)
Complete Oa Incomplete ❑
Comments:
M A6-
Planni g Division
Permit Coordinator lo
DUE DATE: 07 -01 - 04
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
! TUES /THURS RO ING:
Please Route tJ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS O CORRECTIONS
Approved Approved with Conditions ❑
Notation:
DATE:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 07 -29 -04
Not Approved (attach comments) ❑
PERMIT COORD COPY
Documents /routing sllp.doc
2.28.02
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PERMIT COORD CorY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D04 -037 DATE: 03 -18 -04
PROJECT NAME: KINKO'S
SITE ADDRESS: 112 ANDOVER PARK EAST
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1 Revision # afteribefore permit is issued
DEPARTMENTS
Building Division ❑ Fire Prevention ❑ Planning Division
Public Wort&, Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -23 -04
Complete [6 Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route d Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required ❑
DATE:
s APPROVALS OR CORRECTIONS
j Approved ❑ Approved with Conditions
Notation:
DUE DATE: 04 -20 -04
Not Approved (attach comments) ❑
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routingslip.doc PERMIT COORD COPY
2.28 -02
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D04 -037 DATE: 01 -30 -04
PROJECT NAME: KINKO'S
SITE ADDRESS: 112 ANDOVER PARK EAST
X Original Plan Submittal
Response to Correction Letter #
_Response to Incomplete Letter #
_Revision # after /before permit is issued
DEPA TMENTS:
Build g ivision L Q Eire PrehveWntion 2 nning division v3-
Public Wor s Structural ❑ Permit Coordinator
DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -03 -04
Complete Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROTING:
Please Route EY Structural Review Required
REVIEWER'S INITIALS:
I
❑ No further Review Required ❑
DATE:
APPROVALS OR CORRECTIONS DUE DATE: 03 -02 -04
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Z Staff Initials:
Documents /routing slip.doc PERMIT C G O R D COPY
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REVISION LOG
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Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
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❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
Revision # after Permit is Issued
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Project Name: Klt &0 , S
Project Address: 2 `� (�
Contact Person: �'�'�{ Ulm Phone Number: e2 2
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Date: 3 ' �' Plan Check/Permit Number: O�-�• 3'1
❑ Response to Incomplete Letter #
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665
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LICENSE DETAIL INFORMATION Form
STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
Specialty Compliance Services Division
P. O. Box 44000 Olympia, WA 98504 -4000
THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS:
LICENSE DETAIL INFORMATION
Current Filter: None
Registration# or License BANKSBC960J7
Name
BANKS BROTHERS CONST INC
Address
2402 UNIVERSITY AVE SUITE 301A
Address
City
SAINT PAUL
State
MN
Zip
55114
Phone Number
6516441723
Effective Date
4/27/2004
Expiration Date
4/27/2006
Registration Status
ACTIVE
Type
CONSTRUCTION CONTRACTOR
Entity
CORPORATION
Specialty Code
GENERAL
Other Specialties
UNUSED
UBI Number
602387137
* * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * *
* * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * *
* * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * *
* * *CHECK IN FOR SUMMONS AND COMPLAINTS* * *
* * * VIEW CONTRA INSURANCE INFORMATION * * *
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Wdress Line 2
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SAINT PAUL
MN 55114
'elephone
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affective Date :
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expiration Date:
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?Specialty Code 1:
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?Specialty Code 2:
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BUILDING CODE ANALYSIS
RESPONSIBILITY SCHEDULE
17,513 SF
PROJECT DIRECTORY
• SUMMARY OF THE PROJECT K - KINKOS PLEAS DIRECT ALL PLAN REVIEW COMM! NTS TO ARCHITECT.
ao'
THIS PROJECT INVOLVES iht LuNSTR'JCTION PERTAINING TO THE TENANT IMI' GC = GENERAL CONTRACTOR PLEASE DIRECT ALL CONSTRUCTION COMMENTS TO KINKOS ROVEMFNT5 FOR A �
NFW KINKO'S TO BE LOCATED AT 112 ANDOVER PARK EAST TUKrK& WA 98188 CONSTRUCTION PROJECT MANAGER
THIS CODE REVIEW 'S BASED ON THE FINAL SPACE PLAN DATED 11 °16°03
DIVISION OY
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Comments
CLOSETS I
SALES PRODUCTION COUNTERS
K
GC
GC TO RELOCATE AS INDICATED ON PLANS
• BUILDING DEPARTMENT CONTACT
_
COMPUTER STATIONS
K
GC
LECTRICAL BY GC
• TENANT
CITY OF 'TUKIMLA CONTACT: KEN NELSEN
FRAMED SLATWALL
K
GC
KINKO'S, INC
SIO1,17M ENTER BLVD. 'TEL (206, 431 -3670
SLATWALL GONDOLAS -- _ -_ - -_ _ _- --- -_.___ _ -.- - - -___ _ -- •
-
K
GC
- - - - _
3 GALLERIA TOWER
WA 901 W
WALL CAPS, CHAIR RAIL _- -- - --
K
GC
_GC
13155 NOEL RD, STE 1600
DESKS. CREDENZAS, FILES, & CHAIRS -- - --
K
GC
- —V --
- - -
-- - - - - - -
DALLAS, TX 75240
- -- ----- - - - - -- - -- -• -- --- __ -_ -_- _ - -- --
PAPER STORAGE SHELVING
K
K
- -- - -- -�- -
TEL. (214) 550 -7000
• APPLICABLE BUILDING CODES
BUILT -IN COUNTER TOPS
_K
K
GC
_
-. -` -� - - -- —�
- -
FACSIMILE. (214) 550 -7001
-
WALL -HUNG CABINETS
K
I;r
} R
- -" -
BUILDING
FIRE
PLUMBING
MECHANICAL
ELECTRICAL
ACCESSIBILITY
STA TF
OTHER
PASSPORT MIRROR 'VALENCE �K
• ZONING CLASSIFICATION KINKO'S CLOCKS K
ZOIINIIIf' CLASSF11CATi0Pl SAFE
ENTRY MATS A(
• OCCUPANCY CLASSIFICATION CARPET/ CARPET BASE
GROUP M - 19C 304.1 VINYL TILE VINYL BASE -- -_.._ _ _ _ -_ -- .- _ -- GC
Grp
MOVE AND REINSTALL EXISTING EQUIPMENT 8 K
• CONSTRUCTION TYPE FIXTURES FOR NEW FLOORING INSTALLATION - -- - -
WALL COVERINGS GC
TYPE V - N 19C T. 601 - -- ._ .. _ - --
CORNER GUARDS GC
• SEISMIC DESIGN CATEGORY INTERIOR DOORS. HARDWARE _GC
CA?E(iDftY C WC 1616.3 ACOUSTICAL TILE CEILING -_ -- GC
LIGHTING FIXTURES K
__. — .- .----- - - - - -- _ ------- _-------- - - - - -- --- ___. - -- - - -._ ..- _....- - - - - -- - - -- - -- - -_ - - - --- -- COMPUTERS,SCANNERS.PRINTERS
• AUTOMATIC SPRINKLER SYSTEM COPIERS, FAX MACHINES
THIS BUILDING IS SPRINKLERED. 19C 603.2 ANCILLARY MACHINES K
FEDEX DROP BOX K
• FIRE ALARM SYSTEM
J -BOXES FOR PHONE SYSTEM GC
MC 907.2 PHONE SYSTEM - - -- _- -- _ - K
FIRE ALARM PER NFPA IS REOUIIRED J -BOXES FOR DATA CABLES - ___ - - -- - -_ - GC
DATA CABLING
FIRE ALARM MONITORING IS REQUIRED. J -BOXES FOR SECUAIITY SYSTEM GC
15119111111110 oveq;F
FACSiV L-E: 314.821.4162
GC I CONTACT: CARON STEVENSON41ERRIN
GC_ _ ..._ _...._.. __ .._ .._... _..._
GC
GC
GC --
GC I EQUIPMENT & FIXTURES TO REMAIN ON
PREMISIS _
GC - - -- - - -- -- -- -
GC VICINITY MAP
GC _ --
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K ELECTRICAL BY GC
K ELECTRICAL BY GC -�
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10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANAGERS,
REG1:, f EREO v�
ApCHHTECT
AL"I R. SHAW
C!
CONSULTM ENGINEER
1 •
qr� ; ! ARCHITECTURAL PROJECT NO. 902647
SYMBOL LEGEND S
DETAIL_ NUMBFR
REVISION •ARCHITECTURAL
DETAIL
REFERENCE
C — S HEET NUME3ER A\ T 1 TITLE SHEET
7 1 1
-DETAI NUM13r R / 7 - X-1 EXISTING FIXTURE FURNITURE & EQUIPMENT
BUILDING , D ;
+ DESIGN PROD. MGR. • CONST. PROD. MGR. SECTION �,.` -� SHEET Nutn!3ER "` D-2 _ DEMOLITION CEILING
� 1 PLAN
KINKO'S, INC KINKO'S, INC - -
A -1 DIMENSIONED FLOOR PLAN
GA LLERIA TOWER 3 GALLERIA TOWER GRID LINE F t--- '--SID NO. OR LETTER � ` -• A -2 REFLECTED CEILING P'AN
13155 NOEL RD, STE 1600 13155 NOEL RD, STE 1600 REFERENCE ' ' — -
DALLAS TX 75240 DALLAS, TX 75240 A A 0 EQUIPMENT-FIXTURE r TORE PLAN
TEL (214) 550 -7285 TEL . (214) 550 7000
FACSIMILE (214) 550 -7495 FACSIMILE (214) 5507138 REVISION REVISION NI;MBER _•, _ FINISH 8 MERCHANDISING PLAN
EMAIL chuck.craigQkink EMAIL REFERENCE 1, ^- A -3.2 EQUIPMENT PUR -':HASING SCHEDULES
CONTACT: CHUCK CRAIG James.CopleyCwkir*os.00m ,A-4 FINISH SCHEDULES
CONTACT: James Copley - --
WINDOW E WINDOW LETTER l' \� A -51 BUILDING ELEVATIONS
+ ELECTRICAL ENGINEER REFERENCE, .. A-6 INTERIOR r-L
CASCO A-71 WALL SECTIONS
10877 WATSON ROAD A -7 2 WALL SECTIONS
ST LOUIS MO 63127 DOOR - --DOOR NUMBER _
A-8 , _'►RC4rrT= cruRAL oETals
���.. 314.821 1100 REFERENCE A-8.2 �ACHITECTUF,AL DETAILS !- 1 `
FACS,IAI,.L. 314.821 4162 .!
CONTACT: PETE WALKER `
REFERENCE [�j- •- _NUM13E =R OF ITEM
NOTE
- I _ •PLUMBING _ �__ 1' '_ � �
1(
P - PLUMBING
_
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� REFER T FLOOR PLAN
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P 2 PLUMBING FLOOR PLANS, DETAILS 8 SPECIFICATION
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ELEVATIOti IN FERI�RT ''J4 - - ___._— - - W o0
RELATIONSHIP TO M , \IN - 'Q Y co
D'A T UM OR FLOOR OR STATED APPRO ELECTRICA of o�p
FLOOR REQUI _ _
ELEVATION DATUM El ECTRICA POWER PLAN a' 0)
E -2 -~ EL SPECIFI TIONS & DETAILS \� Q
_ O�
GENERAL NOTES . DATA COMMUNICATIONS 70 R_s
C _
DC -1 DATA COMMUNICATION PLAN < •,�?
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO N .x
STARTING OF WORK AND SHALL NOTIFY. IN WRITING, KINKO'S AND THE ARCHITECT OF -� _ r 1=
ANY DISCREPANCIES. r
2. DO NOT SCALE DRAWINGS WRFTTEN DIMENSIONS TAKL PRECEDENCE OVER -_ BRANCH NO . SITE ID NO: PROGRAM:
DRAWING S CALE 5173 972624 REM
1 3. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS DETAILS - _
MARKED "ENTIRE DETAIL NOT AJSED INDICATES ENTIRE DETAIL NO' USED AND IS TO BE
OMITTED — - _
• CALCULATED OCCUPANT LOAD ,,,.�F..
6 wild"
AREA PER OCCUPANT (IN SF) = 30 SF/ OCC. 1004 1 SS rd St *� iw..,� '' �rp
GROSS FLOOR AREA = 17.524 SF si ll pow Bldd � 3 AI
OCCUPANT LOAD = 583 OCCUPANTS EXHAUST FAN ROOF PENETRATION - GC _ GC - -- - -
EXTERIOR SIGNS K K ELECTRICAL BY GC 'q�I
• EXIT CAPACITY - -- - - -- -- L
EXTERIOR SIGNS ELECTRICAL 8 CONNECTION (3C GC g
EXIT CAPACITY REQUIRED: 1006 �rb;ar c min St
EGRESS WIDTH PER PERSON = 0,2' I&MG COG
386 OCC° 0.2 ICHES PER PERSON = 117 C )
FIRE SPRINKLER SYSTEM _GC GC JAODIFICATION TO EXISTING SYSTEM • ` f y -
%,ALk,uLA I LO LAI I CAPACITY PROVIDED: '104' "•"' .' -'" -
. FIRE EXTINGUISHERS - GC u t h CG n`t
34 + 34 + W + ea' -
AI
+MINIMUM NUMBER OF EXITS ------- - - - - -- - -- - -- _ —_ _...__ - --- - -- - - - -- - - - -- _— __ ----__ ��,��;� `� ... • �j tl
v,
V-
MINIMUM NUMBER OF EXITS REOUIRED = 2 MC T. 101e.1 NOTES � • "`;' , . G , .. ��
C �-
1 WORK SHOWN AS KINKO S FURNISHED INSTALLED MAY BE NORK FURNISHED/INSTALLED BY THE LANDLORD OR
NUMBER OF EXITS PROVIDED = 4 KINKC'S VENDOR. GENERAL CONTRACTOR SWLL COORDINATE WITH THE LANDLORD IF NECESSARY
• TRAVEL DISTANCE & DEAD END LENGTH 2. GENERAL CONTRACTOR SHALL COORDINATE ALI- VENDOR SUPPLIED R'EMS, PER SCHEDULE INCLUDED IN BID
PACKAGE '
Strandar Blvd
MAX DISTANCE TO EXIT= 200' L04SPRMKLERED DC To 10131
MA DEAD END '_F NGTH = 20' 19C 1016.1
TMCk Dr R.• ; Z'.
• MINIMUM NUMBER OF PLUMBING FIXTURES
AREA PER OCCUPANT IN SF - 200 SF OCC 0
� > - / PC 4031 ow_MaRQusst cqm, 1PO. _Navqatbn 791 �bq�s
GROSS FLOOR ARE A = 0.000 9F
OCCUPANT LOAD = 00 OCCUPANTS
MINIMUM FIXTURES REQUIRED / PROVIDED
DIVISION OY
WATER URINALS LAVATORIES
SERVICE DRINKING
GENDEF
CLOSETS I
FIXTURES & FURNITURE TO BE RELOCATED
_K
GC
GC TO RELOCATE AS INDICATED ON PLANS
MALE
- - - ---- FEMALE
EQUIPMENT TO BE RELOCATED
K _
GC
GC TO RELOCATE AS INDICATED ON PLANS
- UNISE X
- -- - EMPLOYE .
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GENERAL
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WALL GRAPHICS _
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10877 WATSON ROAD
DOOR GRAPHICS
K
GC
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ST LOUIS MO 63127
WINDOW GRAPHICS - -_ - -`- -- -- - _
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T .=SrTE a OF ik Ap IIC)F Ate,
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I LL. 314821.1100
PASSPORT MIRROR 'VALENCE �K
• ZONING CLASSIFICATION KINKO'S CLOCKS K
ZOIINIIIf' CLASSF11CATi0Pl SAFE
ENTRY MATS A(
• OCCUPANCY CLASSIFICATION CARPET/ CARPET BASE
GROUP M - 19C 304.1 VINYL TILE VINYL BASE -- -_.._ _ _ _ -_ -- .- _ -- GC
Grp
MOVE AND REINSTALL EXISTING EQUIPMENT 8 K
• CONSTRUCTION TYPE FIXTURES FOR NEW FLOORING INSTALLATION - -- - -
WALL COVERINGS GC
TYPE V - N 19C T. 601 - -- ._ .. _ - --
CORNER GUARDS GC
• SEISMIC DESIGN CATEGORY INTERIOR DOORS. HARDWARE _GC
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LIGHTING FIXTURES K
__. — .- .----- - - - - -- _ ------- _-------- - - - - -- --- ___. - -- - - -._ ..- _....- - - - - -- - - -- - -- - -_ - - - --- -- COMPUTERS,SCANNERS.PRINTERS
• AUTOMATIC SPRINKLER SYSTEM COPIERS, FAX MACHINES
THIS BUILDING IS SPRINKLERED. 19C 603.2 ANCILLARY MACHINES K
FEDEX DROP BOX K
• FIRE ALARM SYSTEM
J -BOXES FOR PHONE SYSTEM GC
MC 907.2 PHONE SYSTEM - - -- _- -- _ - K
FIRE ALARM PER NFPA IS REOUIIRED J -BOXES FOR DATA CABLES - ___ - - -- - -_ - GC
DATA CABLING
FIRE ALARM MONITORING IS REQUIRED. J -BOXES FOR SECUAIITY SYSTEM GC
15119111111110 oveq;F
FACSiV L-E: 314.821.4162
GC I CONTACT: CARON STEVENSON41ERRIN
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GC I EQUIPMENT & FIXTURES TO REMAIN ON
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GC - - -- - - -- -- -- -
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10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANAGERS,
REG1:, f EREO v�
ApCHHTECT
AL"I R. SHAW
C!
CONSULTM ENGINEER
1 •
qr� ; ! ARCHITECTURAL PROJECT NO. 902647
SYMBOL LEGEND S
DETAIL_ NUMBFR
REVISION •ARCHITECTURAL
DETAIL
REFERENCE
C — S HEET NUME3ER A\ T 1 TITLE SHEET
7 1 1
-DETAI NUM13r R / 7 - X-1 EXISTING FIXTURE FURNITURE & EQUIPMENT
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+ DESIGN PROD. MGR. • CONST. PROD. MGR. SECTION �,.` -� SHEET Nutn!3ER "` D-2 _ DEMOLITION CEILING
� 1 PLAN
KINKO'S, INC KINKO'S, INC - -
A -1 DIMENSIONED FLOOR PLAN
GA LLERIA TOWER 3 GALLERIA TOWER GRID LINE F t--- '--SID NO. OR LETTER � ` -• A -2 REFLECTED CEILING P'AN
13155 NOEL RD, STE 1600 13155 NOEL RD, STE 1600 REFERENCE ' ' — -
DALLAS TX 75240 DALLAS, TX 75240 A A 0 EQUIPMENT-FIXTURE r TORE PLAN
TEL (214) 550 -7285 TEL . (214) 550 7000
FACSIMILE (214) 550 -7495 FACSIMILE (214) 5507138 REVISION REVISION NI;MBER _•, _ FINISH 8 MERCHANDISING PLAN
EMAIL chuck.craigQkink EMAIL REFERENCE 1, ^- A -3.2 EQUIPMENT PUR -':HASING SCHEDULES
CONTACT: CHUCK CRAIG James.CopleyCwkir*os.00m ,A-4 FINISH SCHEDULES
CONTACT: James Copley - --
WINDOW E WINDOW LETTER l' \� A -51 BUILDING ELEVATIONS
+ ELECTRICAL ENGINEER REFERENCE, .. A-6 INTERIOR r-L
CASCO A-71 WALL SECTIONS
10877 WATSON ROAD A -7 2 WALL SECTIONS
ST LOUIS MO 63127 DOOR - --DOOR NUMBER _
A-8 , _'►RC4rrT= cruRAL oETals
���.. 314.821 1100 REFERENCE A-8.2 �ACHITECTUF,AL DETAILS !- 1 `
FACS,IAI,.L. 314.821 4162 .!
CONTACT: PETE WALKER `
REFERENCE [�j- •- _NUM13E =R OF ITEM
NOTE
- I _ •PLUMBING _ �__ 1' '_ � �
1(
P - PLUMBING
_
MATCH LINE -
� REFER T FLOOR PLAN
a ��
r ,�+ MATCH LINE i._ 0 - ��
P 2 PLUMBING FLOOR PLANS, DETAILS 8 SPECIFICATION
'
0%0 SHEE N O. ' - ____. P.3 - PLUMBING SPECIFICATION U)
ELEVATIOti IN FERI�RT ''J4 - - ___._— - - W o0
RELATIONSHIP TO M , \IN - 'Q Y co
D'A T UM OR FLOOR OR STATED APPRO ELECTRICA of o�p
FLOOR REQUI _ _
ELEVATION DATUM El ECTRICA POWER PLAN a' 0)
E -2 -~ EL SPECIFI TIONS & DETAILS \� Q
_ O�
GENERAL NOTES . DATA COMMUNICATIONS 70 R_s
C _
DC -1 DATA COMMUNICATION PLAN < •,�?
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO N .x
STARTING OF WORK AND SHALL NOTIFY. IN WRITING, KINKO'S AND THE ARCHITECT OF -� _ r 1=
ANY DISCREPANCIES. r
2. DO NOT SCALE DRAWINGS WRFTTEN DIMENSIONS TAKL PRECEDENCE OVER -_ BRANCH NO . SITE ID NO: PROGRAM:
DRAWING S CALE 5173 972624 REM
1 3. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS DETAILS - _
MARKED "ENTIRE DETAIL NOT AJSED INDICATES ENTIRE DETAIL NO' USED AND IS TO BE
OMITTED — - _
• CALCULATED OCCUPANT LOAD ,,,.�F..
6 wild"
AREA PER OCCUPANT (IN SF) = 30 SF/ OCC. 1004 1 SS rd St *� iw..,� '' �rp
GROSS FLOOR AREA = 17.524 SF si ll pow Bldd � 3 AI
OCCUPANT LOAD = 583 OCCUPANTS EXHAUST FAN ROOF PENETRATION - GC _ GC - -- - -
EXTERIOR SIGNS K K ELECTRICAL BY GC 'q�I
• EXIT CAPACITY - -- - - -- -- L
EXTERIOR SIGNS ELECTRICAL 8 CONNECTION (3C GC g
EXIT CAPACITY REQUIRED: 1006 �rb;ar c min St
EGRESS WIDTH PER PERSON = 0,2' I&MG COG
386 OCC° 0.2 ICHES PER PERSON = 117 C )
FIRE SPRINKLER SYSTEM _GC GC JAODIFICATION TO EXISTING SYSTEM • ` f y -
%,ALk,uLA I LO LAI I CAPACITY PROVIDED: '104' "•"' .' -'" -
. FIRE EXTINGUISHERS - GC u t h CG n`t
34 + 34 + W + ea' -
AI
+MINIMUM NUMBER OF EXITS ------- - - - - -- - -- - -- _ —_ _...__ - --- - -- - - - -- - - - -- _— __ ----__ ��,��;� `� ... • �j tl
v,
V-
MINIMUM NUMBER OF EXITS REOUIRED = 2 MC T. 101e.1 NOTES � • "`;' , . G , .. ��
C �-
1 WORK SHOWN AS KINKO S FURNISHED INSTALLED MAY BE NORK FURNISHED/INSTALLED BY THE LANDLORD OR
NUMBER OF EXITS PROVIDED = 4 KINKC'S VENDOR. GENERAL CONTRACTOR SWLL COORDINATE WITH THE LANDLORD IF NECESSARY
• TRAVEL DISTANCE & DEAD END LENGTH 2. GENERAL CONTRACTOR SHALL COORDINATE ALI- VENDOR SUPPLIED R'EMS, PER SCHEDULE INCLUDED IN BID
PACKAGE '
Strandar Blvd
MAX DISTANCE TO EXIT= 200' L04SPRMKLERED DC To 10131
MA DEAD END '_F NGTH = 20' 19C 1016.1
TMCk Dr R.• ; Z'.
• MINIMUM NUMBER OF PLUMBING FIXTURES
AREA PER OCCUPANT IN SF - 200 SF OCC 0
� > - / PC 4031 ow_MaRQusst cqm, 1PO. _Navqatbn 791 �bq�s
GROSS FLOOR ARE A = 0.000 9F
OCCUPANT LOAD = 00 OCCUPANTS
MINIMUM FIXTURES REQUIRED / PROVIDED
DIVISION OY
WATER URINALS LAVATORIES
SERVICE DRINKING
GENDEF
CLOSETS I
SINKS FOU4TAINS
_ r _ OV
REP. PROV. RED. PR. ! RED. IPROV.
RED. PROV. RED. PROV.
MALE
- - - ---- FEMALE
2 .� , _ 0 0
0
Z 2 ` 0 # O t +
CONSTRUCTION DOCUMENT PACKAGE
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- -- - EMPLOYE .
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- 01.27.04
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GENERAL
- -O
• FIRF RESISTIVE REQUIREMENTS
TENANT SEPARATION 0 IR 1C 30231
f
4 CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR HAVING
COMPLETE KNOWLEDGE OF ALL CONSTRUCTION DOCUMENTS AND THE RELEVANCE TO
- -- --
_ ___ -_ ._- _._.._ -,_ ___� - -_ _ �... STIPULATION FOR REUSE
THE WORK FAILURE TO BE ACQUAINTED WITH THIS KNOWLEDGE DOES NOT RELIEVE
RESPONSIBILTY FOR PERFORMING ALL WORK PROPERLY ADDITIONAL COMPENSATION
118 OFIIliG WAS PNBfI X011 Ulk ON A 91 On AT
-
SHALL NOT BE ALLOWED DUE TO THE FAILURE TO BECOME FAMILIAR WITH THE ENTIRE
Tukwila, WA
CONSTRUCTION DOCUMENT PACKAGE
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5. FIRE SPRINKLER SYTEM AND FIRE ALARM SYSTEM ARE DESIGN 3UILD BY THE
- 01.27.04
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CONTRACTOR. CONTRACTOR SHALL SUBMIT FIRE SPRINKLER 8 FIRE ALARM DRAWINGS
Nbur, ♦`o) r• %y0T gU1A&f MA vsF pl A _PF"PENTPROOCTSW DRAT
• I f. DOOM A iAnV TW uw or'4%, mmvsrm ap E,�_
TO THE JURISDICTION (AND LANDLORD AS REQUIRED) AND OBTAIN APPROVAL PRIOR TO
--
wltb Cu It
: i f -� -- oII AIII �o,�c'►+wCA0 �s T•+ a OF +�,t•
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BEGINNING ANY WORK ON THE F IRE SPRINKLER OR ALARM SYSTEM. THE FIRE
erg and 'cOvcoucT'p+oFTMs
° "'�'s "D WWAIM
��ft OO D'
�- ' 4 ""' ``� NI UM „'
SPRINKLER AND ALARM WORK SHALL BE PERFORMED UNDER A SEPARATE PERMFT
P&W
�Li>dAi - II1f S VNIPAAW'0Tne I.AW THEJ JMM"ANDSFFCfGT
WHERE APPLICABLE.
: t.
�.1? -� AW TW pT� OF KWKOS IMC AND "t l 40T BE O SP:AVFC w
a� i �
N%4 w. t A %V W6kWP OR USED Ow AAV OFrWR •MOwc EXCrOT IRV NRTrrN
m il he
6. FIRE EXTINGUISHERS SHAH BE INSTALLED IN ACCORDANCE WITH NFPA 10 AND THE
c AG - "WH'01�'KO'S '"r ^A" DIwENS4III
'- —�"�'~ a � 2 "af:UMNCE
LOCAL JURISDICTKN REQUIREMENTS. USE WALL MOUNTED CABINETS IN SPACES
OW SCNED J #FN8KN5A DSFWI BE AWED OA
lftr *te _.F KII.KO$ INC To t�fl�
VIEWABLE BY THE PUBLIC AND STANDARD EXTINGUISHER WALL BRACKETS IN AREAS
T .=SrTE a OF ik Ap IIC)F Ate,
,. y )8CftV waES %U M %S 006 P4K3R TO THE COMiaP.CFJIIENT OF
NOT VIEWABLE BY THE PUBLIC.
r — ____ A1oV M )W TH ESE 0M** vGS APE I Fop OESOV Kjof N"
' *
�"" � � r• A ... 0%LV Adp VDT 1-04 USE I, CONS TMUCT)OA uNtFas APwoqa A8
7 ALL FLOORING ALONG A MEANS OF EGRESS PATH OF TRAVEL SHALL BE SLIP
-
- ` - " 1 40 '" -- -' -" SUCH "" GONI'NINGAUTTI S
RESISTANT IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS
} R
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8. COORDINATE ALL ROOF PENETRATIONS WITH KINKO'S AND THE LANDLORD MAKE
ALL ROOF PENETRATIONS IN ACCORDANCE WITH LANDLORD REQUIREMENTS TO
ilk - - -
r
MAINTAIN VALIDITY OF ALL ROOFMV WARRANTEES.
?� / _
v NO REVISIONS DATE. .
9 CONTRACTOR SHALL INSPECT ALL EXISTING FIRE PROOFING OF STRUCTURAL
--"- - --"-
1��+► _ �
PERMIT 01.27.04
-AEF AF04 COAM 10N$
ELEMENTS, DEMISING WALLS. AND FLOOR CEILING ASSEMBLIES WHICH ARE REQUIRED
- -- - 1 CODEIOWNER'BID 03.10.04
TO BE FIRE PROTECTED BY GOVERNING CODES. CONTRACTOR SHALL PATCH AND
- - - - --
_
- - -- - - - -- -- - - - - -- - - - - -- -- - - - - -_ . _.__._._. ___._
REPAIR ALL DAMAGED FIREPROOFING AND SHALL REPLACE ALL MISSING
FIREP I NTRA T
-
-- - -- -- - -- - - -- - -- ---r
ROOF NG CO C OR SHALL MAINTAIN THE EXISTING FIRE RATINGS OF ALL
ELEMENTS AND SHALL PATCH AND REPAIR ANY DAMAGED OR REMOVED ELEMENTS AS -
REQUIRED TO MAINTAIN ALL FIRE RATINGS.
10. KINKO'S HAS FILED FOR AND OBTAINED APPROVAL OF THE BUILDING PERMIT.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ANY OUTSTANDING BUILDING B EV I S I O N LOG
PERMIT ITEMS AND OBTAINING THE BUILDING PERMIT
11. CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL
TRADE PERMITS AND OTHER PERMITS AS MAY BE REQUIRED BY THE JURISDICTIONS
WAVING AUTHORITY OVER THE PROJECT • REVISION
12. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING ANY REVISIONS TO THE
APPROVED PERMIT DOCUMENTS AND PROCESSING THE APPROVAL OF THE REVISED -
DOCUMENTS WITH THE JURISDICTIONS HAVING AUTHORITY.
13. CONTRACTOR SHALL VERIFY THAT ALL EXISTING DEMISING WALLS EXTEND TO THE -
130TTOM OF THE FLOOR STRUCTURE ABOVE AND SHALL NOTIFY KINKO'S OF ANY
DEFICITS IDENTIFIED = -"
14 CONTRACTOR SHALL COORDINATE ALL WORK TO BE PROVIDED BY KINKO'S
INCLUDING WORK THAT IS PART OF THE LANDLORD'S RESPONSIBIUTY. _ -- -
1S. CONTRACTOR SWILL PATCH AND REPAIR ALL EXISTING SUBSTRATES TO RECEIVE
NEW FINISHES AND ALL EXISTING SURFACES AND FINISHES AS NECESSARY FOR A - ----
COMPLETE AND PROPER INSTALLATION.
16 CONTRACTOR "LL ENGAGE A STRUCTURAL ENGINEER TO REVIEW DESON AND
• GATE + DESCRIPTION
03.10.04 CODE /011WR COMMENTS/810
pEy�Ml CATER
� CORRE
I TPA
18M DATE 01.27.04
SPACE PI DATE 11.18.00
DRAWING T TLE
TITLE SHEET
t
SEAL ALL CHANGES NECESSARY TO THE BUILDING STRUCTURE FOR THE INSTALLATION - --
OF OR REVISION OF ALL CONTRACTOR INSTALLED MECHANICAL UNITS OR OTHER
CONTRACTOR INSTALLED ELEMENTS SUPPORTED BY OR ANCHORED TO THE EXISTING
STRUCTURE THE ENGINEER SHALL SMTANTIATE OF DESIGN MODIFICATIONS - - - -
NECESSARY TO MAINTAIN THE INTEGFIrrY OF THE EXISTING BUILDING STRUCTURE - - - - -- - --- - -- - - - - - --
- - _ Tev10MM in" 1�1�
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10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANAGERS
T ING ENGNEER
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Tukwila, WA
.'ONt1:MMORANEOUSLY WITH TS 1116M DATE
G 1.27.04
A R 6 NOT SUITABLE PM UBE ON A ') PROJFCT STTF OR AT
A 1 A1TA '"WIF VIN OF r44 DPAN Np TOM RUFREACT OR FXAMPI. F
0%AN')0Qq POID&O RWUMtS 1HE SWCES OF PROPEFIV
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AV TW 6 gOPCRT't Or KINKOS INC AAJ SK4 t NOT dE DSPLAYFD A.
ANV IMNN - P OR USFD ON AAV OTHF7R WORK FXC,FVT BY 41tfl - T16
AGREEME%' WRr/ KINKO'S VC NR `TEV DWEAS" TAKE
PgFFF RE wCr OVER SCAL FD OWNS ONS AW 94k I Of VEW ED OA
'-4E JOB S _, E KmKOS NC 16 TO BF VOTFED W WRIT %4 OF AMY
J8CREPA4C ES , '4 DUIE %S+ON6 PP1OR TO TTE COMMENCEWEAT DP
AYr WORK T-11M DRAW NOS ANE INTENOW FOR DESGv PUPPOSES
0k&Y AND NOT c0R U8E v Ca s-NX -Ion k^LESt3 APaTOvFD AS
SUCH BY OO.rtRAING AUT4DWTS
NO. REVISIONS GATE
1
PER 01. 04
1 OWNERMID 03.10.04
MAR 1 8 toot
S.SMDATE.
sl�►ct: PLAN DATE.
DIMMING T
SITE PLAN
QAAWINCs NUMBER
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.'ONt1:MMORANEOUSLY WITH TS 1116M DATE
G 1.27.04
A R 6 NOT SUITABLE PM UBE ON A ') PROJFCT STTF OR AT
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S COATf ARV TO THE .AW THU* DWI *"AliD SPW*CAr"
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ANV IMNN - P OR USFD ON AAV OTHF7R WORK FXC,FVT BY 41tfl - T16
AGREEME%' WRr/ KINKO'S VC NR `TEV DWEAS" TAKE
PgFFF RE wCr OVER SCAL FD OWNS ONS AW 94k I Of VEW ED OA
'-4E JOB S _, E KmKOS NC 16 TO BF VOTFED W WRIT %4 OF AMY
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SUCH BY OO.rtRAING AUT4DWTS
NO. REVISIONS GATE
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MAR 1 8 toot
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sl�►ct: PLAN DATE.
DIMMING T
SITE PLAN
QAAWINCs NUMBER
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THIS DRAWING DEPICTS THE EXISTING STORE LAYOUT AS OF THE DATE OF
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INCORPORATED SINCE THE DATE OF SUCH SURVEY. THE CONTRACTOR
SHALL FIELD VERIFY THE CURRENT STORE LAYOUT WITH THIS DRAWING AND
NOTIFY THE KINKO'S CM OF ANY DIFFERENCES, KINKO'S SHALL PROVIDE
FINAL INSTRUCTIONS FOR HANDLING ANY DIFFERENCES.
EXISTING EQUIPMENT PLAN
3/161 = V-0
0 ?' 4' 8'
tiCALL: 3/16" = 1 ' —U
EQUIPMENT /FIXTURE LEGEND
1
SYMBOL DESCRIPTION
- EpUIPME N1 F- IXTURE TO SE REMOVED W40M STOW AND UE$1
CONSULT IWTH MANAGER, REL OCATE OR OEMO AT MANAGERS
1 ._•.••••..•� DOMESSION
OUSTING FTXTURE/EOUIPMFNIT TO BE 4ELOCATEO FROM +N'THIN
I �'1 EXISTING STORE. CHOOSE FROM I. IKE EXISTING EQurmFNT/FD(TURE IN A
. . J BEST CONDITION [! ❑
- - - -_ 9 L I \ -I
EXISTING FIXTURE /EOUIPMENT TO BE RELOCATED. CHOOSE FROM LIKE
-mi EXISTING E>flUIWiAENT/FIXTLRE IN BEST OONDITION FR01A EXISTNIG
l 10877 WATSON ROAD
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i_ ........�....I STORE OR ANOTHER STORE LOCATION
I _� ... _...� -- -- - -- - - ST. LOUIS, MO 63127
j j'y'� EXI$TMr(� EQ(/IP1AE NT/FIXRJRE TO RE1AA'N 'N E7(13T1NCi LOCATION PROJECT MANAGER S
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Tukwila. WA
Oft: rVP0AAAE0U8Lr 0004 TS 616 JIE DATE
01.27.04
Av:) - S VDT SURABLE FOR USF ON A t1 "W%T PRCUrCT SETT ON AT
A cATFP TIME UW OFTHi$DRANrgAIR RRzERNCIF JPEXAIAPIF
^ v AW IT"ER PROJECT F&O,AIES X HE SL IU CEE OF MQPMr
:>TIVgD ARCHfrECTS s+a ENt31WFRS Wf ROOUCTX)N OF *1• S
'WAWAG FOR MSE OA A%OTWA PROOC' B WD' AUTHONIED ADD
S ODATMRV "O THE A* 'F-U* DRAWSM AND SK"CATON6
A4 TW PKVPrWV OF KINKCS 11WC AND WA.: NO` ,E OI AVFD N
A W MAA,WFP OR USED ON AAv OTHER V40M DEPT 01' NIMT'EN
AG M'HKINKOS NC WRfTTEN OW SONS - AIE
=REFEFRNCE OVERSCARED DIMENSOWAW .ftho SEWWW
" IE JOS Srr[ KISKO S NC Is TO W MDTFU f VRiRV•Q OF AW
41OwANCEB v Ul%*%S Goo PRlpi TO THE C )IMENCEMENT OF
A %v WOPK THESE UMW I" APE I%TENDEU F04 DESG V FU POSES
J%V 4W NW wA UBE 1v CON - PM UM 1-96 APPRCUFD AS
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NO REVISIONS DA TE.
PERM IT 701.27.04
1 OWNER M0 03.10.04
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SISUE DATI: 01.27.04
SP14CF PLAN DATF 11111103
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SYMBOL DESCRIPTION
.— EMUBTING EXTERIOR 00NITSiCTON TOREMAIN
EXISTING INTERIOR CONKTF%XI DN TO IOAAIN
t
EXISTING INTERIOR 1 Iii RATED WALL OONS'TRUCT'ION TO
REMAIN CONTRACTOR SHALL MDT DIMINISH RATING OF WALL
_ t' 1♦ EXISTING NTERIOR 2 HR RATED WALL CONgrRUCTION TO
REMAIN CONTRACTOR SHALL NOT DIMINISH RATING OF WALL
EXISTING CONSTRUCTION TO BE REMOVED
EXISTING DOOR TO BE REMAIN
A EXISTING DOOR TO BE REMOVED
IA
DEMOLITION NOTES:
1. DO NOT REMOVE ANY STRUCTURAL WALLS (LOAD BEARING OR SHEAR
WALLS) OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY NOTED
TO BE REMOVED NOT'T'Y KINKO'S AND THE ARCHITECT IF ANV STRUCTURAL
ELEMENTS ARE DISCOVERED ANU NOTED TO BE REMOVED AND NOT NOTED
AS STRUCTURAL ELEMENTS
2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE KINKCS CM OF ANY
CONCEALED OR UNKNOWN CONDITIONS.
3. REMOVE EVERYTHING AS IDENTIFIED AND DESCRIBED TO P90VIDE A
COMPLETE OPEN SHELL READY FOR NEW CONSTRUCTI IN COORDINATE
ALL DEMOLITION QUES -IONS THROUGH GENERAL CONTRACTOR
4 ALL DEMOUTI IN SHALL BE CARR ED OUT IN A SAFE MANNER AND IN
STRICT ACCORDANCE WITH OSHA -1EGULATIONS
5 THE CONTRACTOR SHALL FIE LD VERIFY THE EXTENT OF DEMOLITION THE
WORK INCLUDES. BUT IS NOT JMITED TO, THE DEMOLITION AND REMOVAL
O- WALLS, FLOORS, FLOOR F INISHES. CEILINGS, BUILT-IN COUNTERS.
COUNTERS AND CABINETS OISPLAY COUNTERS, BULKHEADS UUORS.
FIXTURES, PLUMBING. MECHANICAL AND ELECT H►CAL !TEMS ;fvGLUDING
CONDUITS AND DUCTWrAK AS SHOWN ON DRAWING OR AS REOUIRFD FOR
THE INSTALLAT ION OF T HE NEW WORK FOR A COMPLETE JOB
6. WHEN UTILITIES ARE 9EMCVED, CAP AND SEAL A MINIMUM OF J" BELOW
FINISH FLOOR OR A MINIMUM OF 6' ABOVE FINISH CEILING
rf
o.
NOTE:
GC TO REMOVE ALL PARTITIONS COMPI-ETELY AS SHOWN UNLESS
SPECIFICALLY NOTED OTHERWISE. ALL EXISTTNG SOFFITS TO REMAIN.
PATCH REMAINING SURFACES TO MATCH EXISTING AND PREPARE FOR
NEW FINISHES AS SCHEDULED
NOTE:
ALL COLUMNS ARE TO REMAIN GC TO PATCH AND REPAIR AS
REQUIRED. PREPARE ALL SURFACES TO RECEIVED NEW FINISHES AS
SCHEDULED.
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( GC O PATCH I T EXIST
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PROJECT MANAGERS.
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"M DWI VI NG WAS ^REPAIRED I.04 U& ON A SPIV SITE AT
Tukwi;a, WA
ZOW tMPOMNEDM � NITH TE 11111111t* DATE
01.27.0.
ANO f S NGT 91, RASL - r FM USF ON A MFFOWNT PMaJWT 9117 OR AT
A t ATfR T IME DAIF OF THIS omfp 13 PDR RFFF OR "AMP.
Oti 4401 Hkit M 11I REOUI $ I " S kW C62 OF PRO"
r•E!A'Ei C AR<,1 m mm rw.iIIEAS 11 EIRODUCTIOM OF TINS
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- E "SITE KINKO S 4C 13 TO BE NOTfIE C IN ^/RATING OF AW
.)9CRWAIII N DIMEAi ONIS PRIOR TO THE C:JMMENCEMENT OF
AN WORK THESE DRAW NGS APE INTENDED FOR DkSKiN pLor M
Oat v ANO ND' �oR tJiE CU14 "RUC ` 0% LOA FSS APPRDJED AS
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40. FiM810NS DATE.
A PERMIT I 01.27.04
OWNER BID 1 03 .10.04
--
MAR 122
P"W CENTE,Z
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DEMOLITION FLOOR PLAN
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SPRINKLER 20 BESTROOM RESTROOM REO T
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-�` d' -0 1/ - -
' -- 1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IMMEDIATELY
' 4' - 1 �
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HOSE
io I 2' -3 /4" >p ALL D MENS ONS
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- - - ( - _ _ _ THE C O NS TRU C TI ON SCALED DIMENSIONS O
- - - - !
S. WRITTEN DIMENSIONS TAKE PRECEDENCE
- _ _ Tj OVER
N
- - - - - - - - DOCUMENTS DO NOT SCALE
C A72 ( 20
4. REFER TO REFLECTED CEILING PLAN SHEET A -2 FOR SOFFfT AND LIGHTING
I 233_
r 1 i
_ STROP , 1 i 5 REFER TO SCHEDULE SHEET A-4 FOR LEGEND. DOOR AND WINDOW
HoRr.
8' -7 1 /4" 4 7 8" SCHEDULES AND YPES.
g i8" e -o I t .
� 1 4' - 1 /2" 4 7/8" 4' -7
O I I ^ 5. KINKO' CONSTRUCTION PROJECT MANA N GER SHALL BE NOTIFIED OF ANY
INCONSISTENSIES OR DISCREPANCIES WITH PLANS IN RELATION TO
I j i 1 �
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I
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- 20 E H NGE SIDE
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cL ST BE
A - 2 A•7 2 s
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OFFICE QFFICE
1 I S. ANY NEW ROOF OR WALL PENETRATIONS SHOULD BE APPROVED BY AND
I
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FURTHER COORDINATED WITH KINKO'S CONSTRUCTION PROJECT MANAGER
AS NECESSARY PRIOR TO ANY WORK BEING DONE
I I 11
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I
---- -- -- --- 2 A\: ACCESSIBILITY NOTES:
A82 I 2 0
1. NO ABRUPT CHANGES IN ELEVAT ION ALONG PATH OF TRAVEL SHALL BE
ALLOWED
!I I 2. SLOPES SHALL NOTE EXCEED 1:20 UNLESS A RAMP IS PROVIDED.
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I ' , 4. CROSS SLOPES SHALL NOT EXCEED 2%
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li I - - - - ±- - - - _ _ 1, _ PROVIDE BLOCKING ,N ALL WALLS PATCH AND REPAIR ALL EXISTING
AS REQUIRED FOR EOUIPMENT WALLS AS REQUIRED TO MATCH
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SYMBOL DESCRIPTION
2'X 2' Ceiling Grid.
2'X 4' Ceiling Grid.
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Existing 2' X 4' Ceiling Grid and Tiles to Remain.
Existing Ceiling Grid to be Removed
6/8" Gypsum Board Ceiling.
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Relocated 2X4 Fluorescent Light Fixture.
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Existing Fluorescent Light Fixture.
;'
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-
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1
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Exist. Fluorescent Light Fixture to be Relocated.
•-
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Relocated Supply Air Register.
Existing Supply Air Register.
I
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Existing Supply Air Register to be Relocated.
Relocated Return Air Grill.
Existing Exhaust Grill.
I&
Exit Sign.
NOTE:
1 CONTRACTOR SHALL REFER TO ELEC. RICAL DRAWINGS FOR MORE
INFORMATION ON LIGHT FIXTURES REFER TO SPECIFICATIONS FOR
BUILDING INSULATION REFER TO ELECTRICAL DRAWINGS FOR UGHTiNG
SCHEDULE AND SPECIFICATIONS
2. COORDINATE LOCATION OF SPRINKLER HEADS WITH LIGHTS AND
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NOTE:
CENTER GRID IN SPACE UNLESS
SHOWN OTHERWISE.
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No. REVISIONS DATE.
P =RMIT 01.27.04
4
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340060
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NOTE:
MOUNT ALL GRAPHICS AS
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DETAILS FIE 12/A• FOR GEP
MOUNTING HEIGHTS.
NOTE:
EXACT MEASUREMENT CARPET
1 605 SO. YDS.
NO OVERAGE INCLUDED. VERIFY
EXACT QUANTITY REQUIRED
031
NOTE:
PROVIDE BLOCKING IN ALL WALLS
AS REOUIRED FOR EOUIPMENT
FIXTURES, GRAPHICS. ETC
HE I 6 & 1/A -31
10877 WATSON ROAD
ST. LOUIS, MO 63127
III
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ADERM'T 7-01.27.04 1
NOTE:
PATCH AND RFPA';R ALL E)K:STlNG
WALLS AS REQUIRED TO MATCH
NEW WALL CONSTRUCTION.
NOTE:
G.0 TO INSPECT ALL WOOD
FLOORING FOR REPILACEMENT
AFTER THE REMOVAL OF EXISTI
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ITEM NUMBLR
C - 101 - 3232 - PC
_C- 101.4832 PC
- C- 101 -72'32 PC -
_C- 102-4832 PC _
0.103- 7232 -BCR
_C- 106- 7232-GT
C_110- 4832 -FC -
- C- 110-0632 FC
_C 113.7232 FB -
C -113 -9632 FB
c - 170- 10754 -PW
_C- 170 - 1414 -JTS _
C - 170 - 4840-
C -170- 4840 -POSR
_C - 170.4840 -SRS
_C -170- 5954 -PW
- C -170- 7240 -SFS -
- C. 200 - 7227 -PSR -
C-200- 7227 -SC -
C -202- 2427 -POSH
C 204- 4827 -SCD
C -204- 7227 -PSL
C- 204- 7227 -PSR -
C- 205.1827 -CWO
C -205- 2727 -CWO
- C - 210- 2429 -FX
_C- 210 - 2433 -F)(B _
C- 210- 3621 -FXM
_C- 210- 3633 -FXE
L -210- 4830 -FXA
C- 300- 4832-CC
C- 301- 2832-CC -
_C- 302 - 5242 -LD
_C- 303 - 4848 -CT -
C 308 9632-MCC
_C- 406 - 4242 -CSL
_C- 406 - 6666 -MSL
_C- 502 - 1215 -HDL _
C- 503 - 0912 -M PT
C- 503 - 0915 -MPIT -
C 503 1218 -MPT -
- C- 602 - 7236 -CD -
_C- 604 - 2422 -SBC
C- 607 - 2422 -CTC
_C -615 -Wl -OLC
C- 617- 4839 -CPDR
_C -701- 5216 -PC
_C -701 - 6868 -PCC -
C- 704 - 2828 -STB
C- 706- 2626-PCS
_C- 706 - 2626 -PSS _-
C- 707- 3131
_C -710- 5031 -SG
C- 803 - 0702 -WC
NEW FIXTURE
SCHEDULE
,
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PURCHASING LIST
MC.)L_ NUMSEK
DI SCRIPTION
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item No
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32" PRODUCTION COUNT E=R W' DOORS
96' X 24 D k 34 'H
160'W X 30"D X 30'H
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270155
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K D.3
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LIGHT BOX FACE - _SIGNS 3 BANNER
K D S.
_NIA
6 FOLDER /BOOKLETMAKER COUNTER
96 W X 32'D X 32"H
1
34021
LIGHT BOX FACE - INTERNET ACCESS
- - -
K D.S
- --
N !A
8 8 PRODUCTION WORKTABLE
t 06' W k 54 D X 38"D
2
_340122
LIGHT BOX FACE - FAX & E MAIL SERVICES
K D.S
N H15
JOB TRACKING STAND
t4"W X 14 "D X 49.75H
1
340123
-
LIGHT BOX FACE OIGRAL COLOR PRINTING
-
K D.S.
NA
4 OVERSIZED POS COUNTER -LEFT
48'W X 40 D X 40 "H
1
340124
LIGHT BOX FACE WWW KINKOS.COM
K O S
N IA
a OVERSIZED POS COUNTER -RIGHT
48'W X 40 "D X 40 H
1
34u141
MENU BOARD W VIDEO CONFERENCE RM. (ONE SET OF 4)
K D.S
a SALES COUNTER W/STORAGt
48'W X 40 D X 40"H
1
3401
TALL FLOOR STAND W'POCKETS (?2''X28`)
K D.S
N'A
4 8" PRODUCTION WORKTABLE
59'W X 54 D X 36'H
-
1
350002
_
STOREFRONT DOOR DECAL KR _
K D 3
N .'A
& SALES COUNTER W'STORAGE
72'W X 40 D X 32'H
2
3J0005
VIDEO CONFERENCE (IN USA SIGN
K D.S
N/A
6 POS SALES COUNTER -RIGHT
72 "W X 27.5 D X 4&
2
E 140A
_
FED EX WINDOW SIGN
_
F ED EX
NIA
6 SALES COUNTER
72'W X 27 5 D X 40 "H
5
i
K -24WLW
24" KINKO'S WALL LETTERS ( WHITE)
GLOBAL SOURC'NG
N/A 2 POS HOOD
24'W k 27 D X 51 "H
6
NIA
4 SALES COUNTER W DOORS
48 "W X 27 5 D X 40 "H
1
N A
6 POS SALES COUNTER W' DOC)RS LEFT
72'W X 2 5' D X 40 "H
1
N 'A
& POS SALES COUNTER W DOORS RIGHT
72V X 27.5'D X 40 "H
1
NA
45`' CORNER WEDGE - OUTSIDE -
� 8 "W X 27 5' D X 40"H
1
N/A
90° CORNER WEDGE - OUTSIDE:
2T'W X 27D X 4U'H
2
N'A
2 FEDEX DROP BOX MODULE
24'W X 29 D X 40 "H
1
N IA
2 FEDEX CUSTOMER COUNTER-13
24'W X 33'D X 40 "H
2
N'A
FEDEX SELF - SERVICE
36 'W X 21 ' D X 51 "H
1
N!A
3 FEDEX ADA COUNTER -E
36'W X 36 "D X 30"H
2
NIA
4 FEDEX AGENT COUNTER -A
48 "W X 30 D X 40 "H
1
N!A
4 CUSTOMER COUNTER
48'W X 32'D X 38
1
N!A
28' CUSTOMER COUNTER
26'W X 32 D X 38 "H
10
N -A
52' LARGE DOCUMFNT COUNTER
52'W X 42'D X 38 "H
1
N!A
4 ROUND CUSTOMER TABLE
48'D X 317'H
2
N/A
8 MULTIFUNCTION CUSTOMER COUNTER
96'W X 32 D X 38 "H
1
NIA
42" COMPUTER WORK STATION LAW
42'W X 42 D X 52"H
9
NIA
66' COMUPTER WORK STATION L" LOW
66'W X 66 "D X 52'H
11
N/A
1' WIDE HIGH - DENSITY LOCKERS
12'W k 15'D X 66' H
6
NIA
NA
-
LETTER SIZE METAL PAPER TRAY
LEGAL SIZE METAL PAPER TRAY
9 "W X 12'D X 3'H
9 "W X 15 "D X 3 H
9
3
E X I S T I N G EQUIPMENT S C H E D U L
E
MACHINE
ELECTRICAL
BTU
/HR.
WATTS
ENVIROMENT
NIA LEDGER SIZE METALP**IER TRAY
-
1 2 "W X 18 "DX3'H
t
_HON *38080 _
6' CO WORKER OFFICE DESK
72'W X 36 D X 30'H
1
MANUFACTURER
MODEL NO.
DESCRIPTION
WEIGHT
NEMA RATING
AMPS
VOLTAGE
RUNNING
STANDBY
RUNNING
STANDBY
TEMP.
HUMIDITY
APPLICATION
QTR.
' AVIAN'
SLED BASE CHAIR
24'W X 22'D X 36"H
8
CANDY /SNACK VENDING MACHINE
ANC- VENDING MACHINE
1
" AVIAN'
ARM CHAIR, TASK CHAIR
24'W X 22'D X 36"'H
21
DRINK VENDING MACHINE
ANC- VENDING MACHINE
2
NA
OVERHEAD CABINET W' LOCK
36'W X 14 D X 31 "H
2
BOURG BINDER
ANC _BOURG _BINDER _ vO3.DWG
NIA
NIA
N/A
220
N,A
N
N/A
N!A
N/A
NA
.
1
N/A
4 CUSTOM PRINTING DESK -RIGHT
48'W X 39 D X 30"H
1
BOURG COLLATOR
ANC_BOURG_COLLATOR_v03.DG
W
N'A
N/A
N/A
110
NA
NA
NA
N'A
N/A
N/A
1
N/A
4 PAPER CENTER DISPLAY
52'W X 16 ''D X 96'H
4
CANON
7000
FAX MACHINE
N!A
1 4%
N/A
N,A
IN A
NA
NA
NA
N/A
N SA
1
COPIER -FAX
N
4' PAPER CENTER DISPLAY. L -SHAPE
68'W X 66'D X 96"H
1
CANON
I R105
BLACK & WHITE COPIER
565.0
5 -15H
15 .0
1 20
5118.0
341.0
15000
100.0
59°F -86°F
N'A
COPIER - LOW /MID VOL PROD. B&W
1
N/A
28" BT SPINNER FOR BINDERS
28'W X 28 D X 59"H
1
CANON
I R5000
BLACK & WHITE COPIER
N!A
COPIER- EXPRESSISS B&W
3
N/A
Z PAPER CENTER - GREETING CARD SPINI tEP
26'W X 26 D X 61"H
3
CANON
I R550
BLACK & WHfT1` COPIER
565.0
5 -15R
15.0
1 20
5118.0
341.0
15000
59°F -86°F
N 'A
� COPIER-E:XPRESS/SS B&W
5
100.0
NIA
2 SQUARE REVOLVING STATIONARY SPINNER
26'W X 26 D X 57' H
2
CHALLENGE MACHINERY
CHALLENGE EH3C
THREE SPINDLE AUTOMATIC DRILL
520 0
LOCAL
170
230
133460
NA
00
0.0
N/A
NIA
ANC -DRILL
2
N/A
BOOK SPINNER- BENNETT & Cl 1RRAN
31 "W X 31 "D X 52.5 "H
1
-
CHALLENGE MACHINERY
T ITAN 200
20' HYDRAULIC PAPER CUTTER
795.0
6- 15R/6 -20R
12 0
220
94210
_ N;A
N'A
N!A
N/A
NIA
ANC - CUTTER
2
N/A
4 SLATWALL GONDOLA
50'W X 31 D X 53"H
3
DELL
-
PC COMPUTER W/17' MONITOR
_
COMPUTER
11
WALL CAP
1
DELL
G ERBER
PRECISION 340
EDGE
DPW COMPUTER W121" MONITOR
15" VINYL ROLL PRINTER
STANDARD
5.0
1 20
N "A
N/ A
N/A
N!A
COMPUTER
ANC SIGN &BANNER SHOP
--
4
1
60.0
NA
N/A
GERBER
ENVISION 375
15" VINYL ROLL CUTTER
88.0
STANDARD
5.0
1 20
N,A
NA
WA
N!A
N!A
N/A
ANC -SIGN & BANNER SHOP
1
GERBER
ENVISION 750
30" VINYL ROLL CUTTER
107.0
STANDARD
50
120
N;A
NA
N!A
N/A
N/A
N!A
ANC -SIGN & BANNER SHOP
1
_HEWLETT PACKARD
DESIGNJET 2500CP
OVERSIZED BLACK & WHITE PRINTER
183.0
15 -5P
100 240
4100
102.0
120.0
59°F 86°F
20°6 -8096
COPIER- OVERSIZE COLOR
1
ET
HEWLT PACKARD
DESIGNJET 5000
OVERSIZED COLOR PRINTER
264.0
1 5-5P
_2.0
4.0
100
1195.0
178.0
350.0
_30.0
52.0
59 -OWF
20%-W%
COPIER - OVERSIZE COLOR
2
HUNTGRAPHICS
I MAGE 62+
62' LARGE FORMAT LAMINATORIMOUNTER
11530
3N /PE
25.0
250
21333 0
N,A
N!A
N!A
N/A
N!A
ANC- LAMINATING/MOUNTING
1
I BM
INFOPRINT 2000
BLACK & WHITE COPIER (BASE CONFIG.)
1535 0
L21- 30P/5 -15R
30 0/15 0
120 208
12898.0
NA
37800
N 'A
60 -90°F
30%4M
COPIED HIGH VOL PROD. B&W
1
IDENTIFICATION PRODUCTS
MX -2
PASSPORT CAMERA
5.50
STANDARD
N!A
1 10
NA
N A
N
N'A
N/A
N/A
__.. ANC - PASSPORT CAMERA
1
KINKO S DISTRIBUTION
K302 FCG
STANDARD SAFE FOR ALL BRANCHES
260.0
0.0
0.0
0 0
0.0
NA
00
0.0
N!A
N/ A
ANC -SAFE
1
LANIER
5455
BLACK & WHITE COPIER
414.0
5 -20R
1 20
81920
NA
24000
'A
NA
COPIER- E:XPRESS'SS B&W
1
'
O CE
4050
DIGITAL COLOR SCANNER
1430
STAN DARD
_20.0
5.0
1 20V
NA
NA
IN A
_N
NA
59°F -95OF
_N!A
35 % -80%
COPIER- OVERSIZED COLOR
SONY
PICTURE STATION
PICTURE MAKER KIOSK
ANC- DIGITAL PHOTO KIOSK
XEROX
2060
DIGITAL COLOR PRESS
18750
1 4.308
170
2201230/240
88700
1640.0
2600.0
480.0
50°F -90°F
159b - 8596
COPIER -VERY HIGH VOL PROD COLOR
t
XEROX
6180
BLACK & WHITE COPIER
2507.5
1 4 -50R
50.0
2081240
409610
N A
12000.0
N/A
50°F -85OF
30%-W%
COPIER VERY HIGH VOL. PROD. B&W
2
XEROX
883ODDS
OVERSIZED BLACK & WHITE PRINTER
650.0
5 -20R
20.0
1 15
56420
2386 V
16530
699.0
50OF -81 °F
20% -8096
COPIER- OVERSIZE B&W
1
XEROX
DIGIPATH
DIGIPATH PACKAGE FOR XEROX 6180
NA
20.0
120 240
N'A
N A
NA
N'A
5WF
30%
COPIER -PROD CTR DIGITAL B&W
1
STANDARD
XEROX
DOCUCOLOR 12
COLOR COPIER -
342.0
5.208
20.0
1 20
260
810.0
8200
240.0
50°F -90°F
15% -85i%
COPIER -MID VOL. PROD. COLOR
3
XEROX
DOCUCOLOR 6060
DIGITAL COLOR PRESS
21740
300
2 -240
-_
COPIER VERY HIGH VOL PROD COLOR
1
XEROX
DOCUPRINT N4525
LASER PRINTER
1070
NEMA 5 -20R
12.0
- 1 20
442
292
_4200
130
_2800 _
86
41';-95'
15 % -85%
ANC - PRODUCTION LASER PRINTER
1
XEROX
FIERY EX2000
FIERY EX2000 RIP
55.0
5 -15R
3.0
110 /220
882.0
682.0
200.0
200.0
WF
COPIER -VERY HIGH VOL. PROD COLOR
2
XEROX
N17
NA
N/A
N/A
N/A
NA
NA
NA
N!A
NIA
NA
1
XEROX
EKTRONIX PHASER 7
151.0
WA
NA
NIA
NA
1
COLOR PRINTER
ANC - PRINTER
EXISTING
EQUIPMENT
FROM OFF SITE SCHEDULE
MACHINE
ELECTRICAL
BTU /HR.
*A T 1 S
E NMROMEN T
APPLICATION
QTY.
MANUF ACTURER MODEL NC DESCRIPTION WEIGHT
NEMA RATING AMPS VON TAGE
RUNNING STANDBY
RUNNING STANDBY
TEMP. HUMIDITY
41
0
i
0
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10877 WATSON ROAD
�T. LOUIS, MO 63127
PROJECT MANAGERS
SEAL
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ARCHITE , - TURAL PROJECT NO 902647 I
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-41S DUO-NO WAS M*PARED FOR UM ON A SPECIP C S" AT
"Ukw118, WA
Olaf rVP0%%NE0U8ly MTM 73LS1ADATE
`1.27.04
N) " S NCT SU TAAL F POf1 LIM ON A MFFSIFN T PROJECT 9W 04 AT
ATEP TIME UW OF ^A$ ORAN"O FOR REFTRFWCF Ott FKAAAM E
ti A AOi hail PFKWWT OWWRL,^, , �* M W'CM OF m0nt ,
CENT L) AW>4 lECTS ar FkGN RS F0lI=IJCT ON OF 4
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i CONI AAFW - 0 TIE .AW lt•EAIE LXW*1 " ANLj S %0FiCwA7C*A
aF TW 74OFrWV OF KNKOC NC AN SMAL i NUT aF DLSPLAvFC N
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GREEME fT VW17 -4 NWO% NC MCT'EN OMAENSONS - AKE
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4C JOB S KIPAOS 'NC M TO BE NOTFtEL N *vWWG OF A4v
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vV VAOR• INESE URAN VCS AI+E WTEWlU PON DESC - N P)WOSES
lOwL" AND `K*' FON LIE N CONSTWX U &FOS AFPRWEC AS
LICH 9V 00ARNANGAUT1 MTES
NO. P"SIONS DATE.
PERM? 01.27.04
1 OWNER'BID 03.10.04
Cr T
AM DATE. 01.27.04
PACF PUW DATE 1116.03
4W .,MW T.AE.
EQUIPMENT /PURCHASING
L)FMWNG NUMBER. _\L A
A -3.2
reTiiftw is
- - - --- - - 1...
i N 1
INDOW SCHEDULE
MARK I TYPE I FRAME I GLAZING
1 1 a METAL 1/4 TEMPERED GLASS
WINDOW TYPES
FINISH OPENING DETAIL
SIZE _ FINISH
WIDTH HEIGHT HEAD JAMB I &ILL
13; A8 1
4 4' -10" 13/A8.1 15/A81
4�
t?'
v
TYPE "1"
0
II
ih
OPTION A (NOT USED)
S t)ilttr kuN i W/ Uu i
HORIZONTAL MULLIOt.
. I� tC4 I II
= N� r II `r � -� w. trr.. .....,. r r•se• • inn.. r.aw �.r.
= O N -
II r�
A V I
OPTION B (NOT USED) OPTION C
S iLMErmi.Ati i W, i nOk,iUNTAI Si ukt : kjN i WITH HORIZONTAL
MULLION AT 30" OR GRF ATER MULLION AT LESS THAN 30"
STOREFRONT GRAPHICS
1
e
REMARKS
CONCEALED FRAME
A4- _DE;_18
, -1 ' -0 "
ALL DECALS TO BE APPLIED TO THE INTERIOR SIDE OF GLAZING.
- -- - 3' -8" TYPICAL MIN REQUIRED FOR WINDOW
SIGNAGE DECALS. EXISTING PANELS ARE LESS
THAN S -8" IN WIDTH. SIGNAGE SHOWN FOR
7' -5 "t FIELD VERIFY TYPICAL INSTALLATION. COORDINATE WI SITE
y - _ - - -.. _ -_ __ __ _ _ __�_� AND KINKO'S CPM.
lis 41
3' -8" TYP MIN 3' - TYP MIN
COORDINATE EXACT LOCATIONS OF ONDOW
DECALS WITH SITE AND KINKO'S CPM.
I
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14102-KINKOS
` I NMllri[• • ro n
wwwN1NCOB.coo 9 '0Ai iq�� = I TYP BOTH
DOORS
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OUR °TMER `ocATI°"S ' I k i n k o's k i n k d's
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If
EQ. IiQ EQ. EQ. E0. I EQ. EQ.
WNDOW TINT WT -15 W/ TAG LINE GRAPHICS BORDER. RE: 18/A-4
KEYNOTES
1. 1- 800- 2- KINKOS /www.kinkos.com DECAL
2. FedEx DECAL
3. CREDIT /CHARGE CARD DECAL
4. NO SOLICITATION AND NOTARY SERVICES AVAILABLE DECAL
5. HOUSE MARK DECAL
6. OPEN 24 HOURS DECAL
7 HANDICAP DECAL
8. BRANCH HOURS LETTERING
9. CLOSED
1 0. VISIT OUR OTHER LOCATIONS
11. OPEN 24 HOURS
12. ADDITIONAL ADDRESS LOCATIONS
DOOR DECALS
11111111
0
A4 - 1_20
. =I . -0 "
ROOM FINISH SCHEDULE D OOR � SCHEDV (B I
L Arei - Name
ntrt Vestibule
rtr►
xpi ess Service Area
Computer Service Area
I Corridor
I Women's
Men,:
Cash Office
' Mana )er' s Office
II Sales Office
' Full Service Area
I Telecorr Closet
Handling
Break Room
i
I
I
i
1
1
Flooring Base Walls Coil Door/Trim Notes
rig VETAIL
MARK 11IPE FRAME 1lDWR MATERIAL FINISH REMARKS
WIDTH HEIGHT THICK NE/1D IAMB GILL
CP -7 B-8 PT -13 CT -1 N A 1 EXIST EXIST. K ALUMN 'GLASS 6 - 0 71-01 .. - NOTES 4 7.8,9,10,11
CP 7 B-8 PT-13 CT -1 NA Standard Size of Logo Matt 8 W x 6' L RE. 5/A -8.1
? EXIST EXIST C METAL 3'0" T-" - - NOTES 1,7,4,9,10,11
CP - 15 or 16 B PT 13 CT -1 NA Use PT -23 On Walls as indicated on 1 /A -3 2 - - NOTES 7.8,9, o Q O
_ 6 a METAL K ALUMN. OLASS 4'-0" T-0'' 4�A8 1 4:A8.1 JAB. I - MATCH EX STOREFRON
CP -15 or 16 B e PT -13 CT -1 NA Use PT -23 on Walls as indicated on 1 /A -3 1 4 EXIST EXIST K ALUMN 'GLASS 6 a T-0" _ - NOTES 41,8,9,10 11
10877 WATSON ROAD
CP -15 or 16 B WC-81 PTA CT -1 *PT -15 WC-8 to be used behind drinking fountain only b EXIST EXIST. EXIST ALUMN 8' -0` 10'-0" -- - EXISTING DOCK DOOR ST, LOUIS, M 63127
FL-9 B - 8 WC- 7/PT-13 CT -2 *PT_15 6 I METAL C METAL Y -0" r0 1 3/4' 4'A8 1 4 AS 1 /A8 _ A CN NOTES 1_7,8.9,10 PROJECT MANAGERS
FL -9 8-8 WC- 7/PT -13 _ CT -2 _ *PT -15 7
CP -15 or 16 B-8 - PT -13 CT -1 *PT -15 SEX
CP -15 or 16 8-8 PT -13 CT -1 *PT -15 8
- - -- -- _ _
CP -15 or 16 B - 8 PT - CT -1 *PT -15 10 EXIST EXIST J EXIST 3'-17' "-a 1 3/4' - PT 15 NOTES 1,8 9,10,14 � Its � fEaFO � j o
CP 15 or 16 B-8 *PT_1 Use PT -23 on Walls as indicated on 1 /A -3 1 •1 0' r. - - % a NITE�Y X
PT -13 CT - . 5 1 1ST. EXIST. J EXIST. 34 13/4' PT -15 NOTES 1,8,9,10,11 w
FL -7 B PT -13 CT -1 'OPT-15 Mount (3) 4'x 8' fire -rated plywood sheets side -by- 1 12 3 METAL D SC WOOD/GLASS 3' - 0' r 1 3/4' 1'A81 2.'A8 1 K• PT - 15 NOTES 1,8,9.10 YAI °C N
side on wall Paint plywood PT -13 - -- -- _ _ c
3 - 3'-U' T-0" 1 3/4' 1 'A8 1 ZIA8.1 ** PT 1 5 NOTES 1.8,9.10
CL
FL - B - 8 PT -13 CT-1 *PT -15 14 1 METAL D SC WOOD 3 -a 7' 0" 13/4' 1 A81 2 1 "* PT 15 NOTES 1,8,9.10
- - -- - - -- -- CONSULTWO ENGO&M L n FL - B - B PT - CT -1 *PT -15 15 1 METAL D Sc WOOD 3 1 4Y 7'-0" 1 3/4' 1 A81 2/A8.1 "* PT -15 NOTES 1,8,9,10
1 METAL D SC WOOD 3* Or 7' -0' 1 3/4' 1 'A8 1 2/A8 1 K* PT -15 NOTES 1.8,9.10
1 17 3 METAL D SC WOOD /GLASS 3'-0" T-0" 1 34 1 'A8.1 2'A& I ** PT -15 NOTES 1,8,9,10
8 8' 0' T-0" 1 3/4' 1'A8 1 2!A8.1 ** PT 15 NOTES 1,8,8,10
19 5 EXIST. D SC WOOD 3'-0' 7' -17' 1 3/4' - - - PT -15 NOTES 1,5
PO EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST EXIST. EXIST EXIST PT 15
21 EXIST. EXIST. EXIST. EX IST EXIST. EXIST. EXIST EXIST EXIST. EXIST PT-15 ARC+- ITECT PROJECT NO 902647
22 EXIST EXIST EXIST EXIS ?. EXIST. EXIST EXIST EXIST EXIS'. EXIST PT 15
SEE 1 /A -3.1 FOR DELINEATION OF SPECIALTY FINISHES & COLORS NOT NOTED ON _ EX IST EXIST. EXIST. EXIST EXIST. EXIST. EXIST EXIST EXIST. EXIST PT -15 &_ -
24 EXIST EXIST EXIST EXIST. EXIST. EXIST. EXIST EXIST EXIST. EXIST. PT 15
. _. SCHEDULE. - 1
25 EXIST. EXIST. EXIST EXIST- EXIST. EXIST EXIST EXIST EXIST EXIST PT -15 rR ._..
FOR CEILING HEIGHTS SEE SHEET Al 02, REFLECTED CEILING PLAN. 26 1 METAL E EXIST. 3' I7 T-0'' 1 3/4" 1 'A8 1 2/A8.1 ** PT 15 NOTES 1.8,9,10
*PT -15 (USE WITH SW "KEM BOND HS (1350Z SERIES)" PRIMER, IF NO FACTORY PRIMER _ _ _ _
27 1 METAL E EXIST. 3AY 7-0 1 3/4` 'A8 I ?,'AS.I "* PT -15 NJTES 1 8,9,10
28 1 METAL F EXIST. T a T -0 ' 1 3/4" 'AS 1 2/A8.1 8!A8 1 PT-15 NOTES 1,8,9,10
1
29 EXIST. EXIST. EXIST EXIST. EXIST. EXIST. _ _
EXIST EXIST EXIST EXIST. EXIST. EXIS I _
31 3 METAL D SC WOUD /GLASS 3' -3" 740' 1 3/4' 1 'A8 1 2/A8.1 •• PT 15
32 2 METAL F SC. WOOD 3' -0' 7'-0" 1 3/4' 1 A8 1 2/A8 1 T -15
*• j P T
FINISH SCHEDULE _� _ - - _
33 1 M A SC. WOOD 3' 0' 7AY 1 3/4' 1A81 2!A8.1 PT-15
�*
SYMBOL 'MATERIAL MANUFACTURER MODEL NO. STYLE COLOR DESCRIPTION _. 34 1 _- METAL D SC. WOO _ D 3'(Y 7'-0' 1 3/4" 1:A8 1 2/A8 1 _- -_ _ PT -15 _ -
35 1 METAL C SC. WOOD 3' -0' 7'-0' 1 3/4' 1 IA8 1 2/A8.1 •* PT -15
AN
W N N
Q All -
m - -- -- --
B-8 Vinyl Topset Armstrong 60 4" - - - ,let Black 4" Wall Base
" N
NOTE 1. SEE A3 1 FOR DELINEATION OF BLINDS
A ll All
-- - - - -- _ - - -- - - -_ - _ _ *• CARPET IS CONTINUOUS THROUGH OPENING
• A ell
Z CP -7 Entry Mat The Matworks Dreadnought Logo Charcoal Charcoal WKINKO'S Logo DOOR TYPES
U CP -15 Carpet Milliken 6124 _KinkU S Modular 488 Main Branch Carpet Tile - Kinko's Blue & Taupe { ,
CP -16 Carpet Intertace Floor'g Systems 19J650200A Kinkos Modular Custom Main Branch Carpet Tile - Kinko's Blue & Taupe
CT -1 Acoustical Ceiling Tile Armstrong #704 Cortega Tegular White 2'x 2'
tti , N �to+N 18 1,Cl
CT - 5t8' Gyp. Board Ceiling (see Specrfications) NA PT -12
O
Marlde P -100 Textured White 1 Wainscot w' Plastic Trim To Match FRP
cc
Q -
2
U
5'-erwin Williams
Pliedades
-
Promar 20C
Cubist Gray
-
Egg Shell Latex Enamel
TYPE "1" TYPE ''2' TYPE 4" TYPE 11 TYPE "6"
- --- - - --
NOTES:
1. ALL HARDWARE SHALL BE BRUSHED ALUMINUM
2. NOT USED
3 ON DOORS INSTALLED AT 1 /?'OFFSET LANDINGS, PROVIDE THE FOLLOWING:THRESHOLD NATIONAL GUARD 324 x DOOR WIDTH
4 ENTRYIEXIT DOORS TO HAVE SIGN THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS POSTED
5. A FILTERED AIR RETURN GRILLE SHALL BE INSTALLED IN DOOR TYPE "5"& TYPE ''6 . THE GRILL SHALL BE TITUS. MODEL 23RFL 18 X 10 -1 -26 OR
EQUIVALENT MOUNT GRILLE WITH THE FINISHED SIDE (FILTER ACCESS SIDE) ON THE EXTERIOR OF THE DOOR
S. NOT USED
7. DOOR HARDWARE SHALL BE OPERABLE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT FROM THE SIDE OF EGRESS
S. DOOR HARDWARE MUST BE OPERABLE BY A SINGLE HAND WITHOUT TIGHT GRASPING, TIGHT PINCHING OR TWISTING.
9. DOOR OPENING FORCE SHALL NOT EXCEED 5 LBS AND CLOSERS SHALL BE SET SUCH THAT THE DOOR WILL TAKE 3 SECONDS OR MORE TO MOVE TO A
POINT 3' FROM THE LATCH WHEN STARTED FROM A POSITION OF 70 DEGREES OPEN.
10. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 38' AFF
11 INSTALLATION OF HARDWARE SPECIFIED FOR EXISTING DOORS TO BE VERIFIED W/KINKO'S CPAt.
2670
1 CLOSFR
Pliedades
UNI -H8501 X AL
1 INSIDE CYLINDER (OPTION) _
PT -15 'Paint
a: 65 In CG Vinyl Corner Guard
Z C) Z
Cc �
O
C/S Group
SSM - 20
Pebblette Texture
0929 Oyster Gray
2" Low Profile, mount top @ 48" A.F.F. typ.
r, -
622
-
- -
S204A
1 DOOR SWEEP
PT -23 Pain j
FL - 7 Exposed Concrete
- -
Z FL - 9 Vinyl Composition Tile
� 10C _ _ _ -
_
by subcontractor
-
Mannington
129
_
NA
Essentials VCT
� _,
Natural
Pu riY
Apply recommended sealer
-
12" x 12" - 1 /B"
_
•
K 1050 1 0 - X 34'X 0.50" X 320
SET D SINGLE INTERIOR DOOR - NON - RATED
3 BUTT HINGES
HAGER
-
- -
SCHLAGE
_
2 KICKPLATES _ �~
ROCKWOOD
K 1050 10' X 34'X 0 50 X 32D
3 SILENCE
ROCKWOOD
lam fin.- r
HARDWARE SCHEDULE
ROCKW000
409 32D
SET E PAIR INTERIOR DOORS - NON - RATED
an In °WSW
6 BUTT HINGES
HAGER
881279 4 5 X 4 5 260
1 OFFICE LOCK
SriAAGE
_
1 AUTOMATIC FLUSH IXXT
ROCKW000
1 842 - -
4 KICKPLAT i ES
ROCKW000
K 1050 10' X 34'X 0 50 X 320
z
R OCKWOOD
6010 -
2 WALL STOPS
ROCKYAM
Video Conf. Rm -Use for Chair
ITEM
MANUFACTURER
MODEL NO
FINISH DESCRIPTION
I'dif I" VIUVUjLAX1MTeWe MUFTI
Brushed Face of FedEx Sales $ Accent on
I]L i1 �lr„ r.�:.. 1 w.w :w..�... \t /:1 - - - -a Mi► n A w� _ � _ .. .. _ - _ �.
Z PT -13 Paint
IZ
5'-erwin Williams
SW 1022
Promar 20C
Cubist Gray
-
Egg Shell Latex Enamel
VAN DUPRIN
2670
1 CLOSFR
NORTON
UNI -H8501 X AL
1 INSIDE CYLINDER (OPTION) _
PT -15 'Paint
Sherwin Williams
SW 2001
ProClasslc - B31
Rocky Coast
Semi -Gloss Enamel -Doors & Trim
ROCKWOOD
622
1 THRESHOLD
RFFSE
S204A
1 DOOR SWEEP
PT -23 Pain j
Sherwin Williams
SW 1252
Color Accent -
Acrylic
Vibrato Blue
Acrylic Paint, Satin Finish - Blue Accent
Well (must dry 24 hrs. between coats)
WC-7 Fiber Relnf. Polyester
u11
�W
a
WT -9 Mini Blinds
W WT -13 Solar Shades
Z 2 -
WT - 1 S Window Tint
54 * I- I w J41 ir r ilin i
ana uorne Mom
Hunter Douglas 1 " Decor - 318 Silver Cloud 1 " Mini Blind (Interior Office Windows)Taupe
ICastec Roller Shade Basket Weave 100 BW 101 White /Beige VWY Roller Shade -Store Frnt. - Extreme Sun
SET C SINGLE 36" W EXTERIOR DOORS - NON -RATED
3 BUTT HINGES
HAGER
B81191 NRP 4 5'X 4 5'32D
1 EXIT DEVICE (WIALARM)
VAN DUPRIN
2670
1 CLOSFR
NORTON
UNI -H8501 X AL
1 INSIDE CYLINDER (OPTION) _
SCHLAGE
20-001C
1 OUTSIDE CYLINDER (OPT014)
SCHLAGE
20022C
1 VIEWER
ROCKWOOD
622
1 THRESHOLD
RFFSE
S204A
1 DOOR SWEEP
REESE
3230
1 BET WEATHERSTRIP PRE -MTLD. ON FRAME
REESE
7GOA
1 KICKPLATF
ROCKW000
K 1050 1 0 - X 34'X 0.50" X 320
SET D SINGLE INTERIOR DOOR - NON - RATED
3 BUTT HINGES
HAGER
BB1279 4 5 X 4 5 26D
1 OFFICE LOCK
SCHLAGE
_
AL53PD SAT 846
2 KICKPLATES _ �~
ROCKWOOD
K 1050 10' X 34'X 0 50 X 32D
3 SILENCE
ROCKWOOD
606 - - -
1 WALL STOP
ROCKW000
409 32D
SET E PAIR INTERIOR DOORS - NON - RATED
6 BUTT HINGES
HAGER
881279 4 5 X 4 5 260
1 OFFICE LOCK
SriAAGE
AL.53PD SAT M - -
1 AUTOMATIC FLUSH IXXT
ROCKW000
1 842 - -
4 KICKPLAT i ES
ROCKW000
K 1050 10' X 34'X 0 50 X 320
e SILENCERS
R OCKWOOD
6010 -
2 WALL STOPS
ROCKYAM
409 320
1 PERMANENT CYL04DER CORE
LORI
207 260
SET F SINGLE CASH OFFICE & CPC DOOR
3 BUTT HINGES
HAGER
BB1279 4 5' X4.5 260
1 KEYPAD LOCK
SCHLAGE_
MPC 009RA 28D
1 CLOSE
NORTON
P8501 X AL
2 K!CKPLATEB_
ROCKWOOD
K 1050 l V X 34'X 0.50 X 320
8 SILENCERS
ROCKWOOD
90e -
1 WALT STOP
ROCKW(Op
_
1 PERMANFNT CYLINDER CORE
I ORI
?07 .
1 1 VIEWER _
- - --
ROCKWOOC
622
A- -
KICKMATFS
ROCKW000
622
BATTERY OPERA'ED ALARM
URNS ALARM OFFrON
SET J PROVIDE NEW CORES, CYLINDERS. AND KEYS TO MATCH KINKOS KEYING STANDARDS ON EXIST NG DOORS RE SPECIFICATION SECT ON 08710.
SET K DOOR HARDWARE BY DOOR MANUFACTURER TO MATCH STOREFRONT. CORES AND CYLINDERS TO MATCH K NKO S STANDARDS
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saAcF R, DATE
DRAMNG ' TL,E
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WOOD STUD
I
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PAINT - (PT -20) PAINT (PT -20) — —
1x BRACING --�— �-
C
�� ' 1 x BRACING OVER I i
ACROVYN .040 WALL ACROVYN STRIPS.
COVERING CUT IN70 2"
VERTICAL STRIPS I ACROVYN STRIPS TO I I I
B
-' E NAILED OR
- \
CREWED TO HEADER. I
c0
FORM!CA yIS'FOG AT
- JAMB HEAD AND
PASS -THRU
� I i
Q ' I 2 - LAYERS 3/4"
PLYWOOD W /2" NOSING
p i ' AND DACROVIN HALF
I ROUND EDGING.
;3 j
V 1/2" CDX BACKER
BOARD
WALLCOVERING - (WC -10)
1
I '
' 1 I -- 5/8" 13YP. SD.
o
i i Ir
r STA ',Il
1 �
�4
U
I I
.1 0
1- 1 ! S: _Rlr yi;REWS O 16" OC. BOTH
I z I �'. a Ys. TO STUDS
'ALL - AMINATE INSERTS AF TER
;JS ARE INSTALLED
I N TR. ROVIDE BACKING AS REQUIRED FOR ALL
M ED SLATWALL. SEE DETAIL 17/A -6.
' & REQ'.I'REME NTS ARE TO BE COORDINATED
I�IAoING, MECHANICAL & LECTRICAL CONTRACTORS
�IItL AS THE GENERAL. CONTRACTOR.
l a I ?I NF
TTACHMENT A6_
1 1 12 " =1' -0"
51 UHEFFiUNT(INTERIOR VIEV1� SECTION
STOREFRONT SIGN A6_DEl 1
she" - i • -o•
PULL TOP OF SIGN CAN I LUSH W /BOTTOM OF
PVC STANCHION i1Y PU._'wG SLACK OUT OF
JACKCHAIN AT irE CEILING CONNECTION
NOTE:
NOTE:
I I
STRUCTURE A80VE
'1
TOP & MIDPOINT OR AS REQ!_IIRED
WALL TO 6" ABOVE
CEILING
SEE DETAIL 17/A - -6. LOCATIONS & 11
CEILING
REQUIREMENTS ARE TO BE A-6
REQUIREMENTS ARE TO BE
OUTLET LOCATION `
II
1,
T
VERTICAL) VERIFY REQ'S.
1.79" I
CONTRACTORS AS WELL AS THE
ZUT TUBE PER
REQO.' LENGTH
GENERAL CONTRACTOR.
SECURITY CABINET BACK
�j
PANEL CUT -OUTS -
i
11
2�
ALTERNATE
LOCA T ION -�
A
SECURITY EQUIP.
CABINET
WINDOW SHADE
HOUSING UNI T
I o
I
I 1
(3) FIRE TREATED
BACK OF BOX Slp.
/
Y
60k SIpV
I
I
2x12 BLOCKI'v'
EQ.
_ T
1�
I I
6
-.
D
s 1
co
r
it
to
STOREFRONT
NOTE:
GLAZING
AS REQUIRED FOR MOUNTING THE
SECURITY CABINET. LOCATIONS & REQUIREMENTS ARE TO BE
1
MECHANICA & ELECTRICAL
�
CONTRACTORS AS WELL AS
THE GENERAL CONTRACTOR. SEE
51 UHEFFiUNT(INTERIOR VIEV1� SECTION
STOREFRONT SIGN A6_DEl 1
she" - i • -o•
SECURITY MONITOR
NOTE:
CONTR. TO PROVIDE BACKING AS REQUIRED FOR ALL WALL MOUNTED
SLATWALL. SEE DETAIL 17/A -6. LOCATIONS & REQUIREMENTS ARE
TO BE COORDNATED W/PLUMBING, MECHANICAL & ELECTRICAL
CONIRACTORS AS WELL AS THE GENERAL CONTRACTOR.
2\
13
A-8
I
8' X 4' SLATWALL
W /FRAM E
BASE
SLATWALL
3" DIA. GROMME TS 0
3' -0" O.0 FOR BUILT -IN
COUNTERS WITH NO
CABINETS BELOW
2' -6" i
co
I h
--
i� _ _- 4 ,
I�
3/4" THICK
IN TERMS -DIATE SUPPORT
0 MAX. 3' -0" 0.0
BUILT -IN CABINET
I
D
11
o
I
iy
I
NOTE:
CONTR. TO PROVIDE BACKING AT TOP &
MIDPOINT OR AS REQUIRED FOR A' I.
WALL M rD. CABINETS. SEE DETAIL iNIS
SHEET. LOCATIONS & REQUIRfMENTS ARE
TO BE COORDINATED W /PLUMBING,
MECHANICAL & ILECTRICAL CONTRACTORS
AS WE'_ L AS Tt�L GENERAL CONTRACTOR.
SEE DETAIL 17/A-6.
OVERHEAD CABINETS rrtOVIDE
LOCKS WHERE NOTES ON FLOOR
PLAN.
" BACKSPLASH O
BREAKROOM ONLY
�— BUILT -IN COUNTER TOP
SINK WHERE IT
OCCURS
2' -0" I
iE CABINETS
:RE NOTED
NOTE:
CON rR. TO PROVIDE BACKING AT
TOP & MIOPMT OA AS REQUIRED
FOR ALL WALL M I D. CABINE TS.
SEE DETAIL 17 /A -e. LOCAf10NS &
REQUIREMENTS ARE TO BE
COORDINATED W /PLUMBING.
MECHANICAL & ELECTRICAL
CONTRACTORS AS WL LL AS THE
GENERAL CONTRACTOR.
SECURITY CABINET,
RE: 15/A -6.
BASE
10 SUM.
A-6
`w 1
"� MANAGER'S OFFICE,_°= �' CASH OFFICE
A6 _DE7_10
LX ", TING CEILING
/"PAINT (PT-20)
OUTLET FOR SIGN (VERIFY)
-- -- •---- - WAt SIGN ___.
.. / RUB RAIL (RR -1)
DI rl
* -- PASS THR
T I �-
"- tALL COVERING
BASE (9- 18 (WC -10)
v NOTE: CONTRACTOR TO VERIFY EXACT
LOCATION OF ELLECTRiCAL OUTLET WITH
SIZE AND TYrE OF NEW FED -EX SIGN.
SIGN TO 8r ON SITE AT COMMENCEMENT
OF CONE TKUCTION.
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDKIIINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17/A - 6. LOCATIONS do
REWREMENTS ARE TO BE
C00RUINATED W /PLUMBING,
MECHANICAL & ELECTRICAL
CONTRACTORS AS WELL AS THE
GENERAL CONIRACTOR
30` DEEP BUILT - IN
COUNTER
IN TERN E 01 A TE
O 36" OC AAA
BASE 1
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS &
REQUIREMENTS ARE TO BE
COGRDINATED W /PLUMBING:,
MECHANICA,- & ELECTRICAL.
CONTRAI,;ORS AS WE:.L AS THE
GENERAL CONTRACTOR.
30" DEEP BUILT -IN
COUN'FR
BASE
MANAGER'S OFFICE A6 - DST - 0"
L61
CASH OFFICE
NOTE:
NOTE:
I I
2" DIA. CONDUIT IN
'1
TOP & MIDPOINT OR AS REQ!_IIRED
WALL TO 6" ABOVE
FOR ALL WALL MTD. CAIEINE -;:.
SEE DETAIL 17/A - -6. LOCATIONS & 11
CEILING
REQUIREMENTS ARE TO BE A-6
REQUIREMENTS ARE TO BE
VIDEO FEED - MOUN' BOX
II
1,
MECHANICAL &ELECTRICAL
VERTICAL) VERIFY REQ'S.
1.79" I
CONTRACTORS AS WELL AS THE
w /SECURITY CONTR.
GENERAL CONTRACTOR.
SECURITY CABINET BACK
PANEL CUT -OUTS -
i
11
DUPLEX OUTLET
(MOUNT VERTICAL)
SECURITY EQUIP.
CABINET
I o
I
I 1
(3) FIRE TREATED
2x12 BLOCKI'v'
I
�-
d'
I
s 1
co
it
BASE
NOTE:
CONTR. TO PROVIDE BACKING
AS REQUIRED FOR MOUNTING THE
SECURITY CABINET. LOCATIONS & REQUIREMENTS ARE TO BE
COORDINATED W/PLUMBING,
MECHANICA & ELECTRICAL
CONTRACTORS AS WELL AS
THE GENERAL CONTRACTOR. SEE
DETAIL 17/A -6.
SECURITY MONITOR
NOTE:
CONTR. TO PROVIDE BACKING AS REQUIRED FOR ALL WALL MOUNTED
SLATWALL. SEE DETAIL 17/A -6. LOCATIONS & REQUIREMENTS ARE
TO BE COORDNATED W/PLUMBING, MECHANICAL & ELECTRICAL
CONIRACTORS AS WELL AS THE GENERAL CONTRACTOR.
2\
13
A-8
I
8' X 4' SLATWALL
W /FRAM E
BASE
SLATWALL
3" DIA. GROMME TS 0
3' -0" O.0 FOR BUILT -IN
COUNTERS WITH NO
CABINETS BELOW
2' -6" i
co
I h
--
i� _ _- 4 ,
I�
3/4" THICK
IN TERMS -DIATE SUPPORT
0 MAX. 3' -0" 0.0
BUILT -IN CABINET
I
D
11
o
I
iy
I
NOTE:
CONTR. TO PROVIDE BACKING AT TOP &
MIDPOINT OR AS REQUIRED FOR A' I.
WALL M rD. CABINETS. SEE DETAIL iNIS
SHEET. LOCATIONS & REQUIRfMENTS ARE
TO BE COORDINATED W /PLUMBING,
MECHANICAL & ILECTRICAL CONTRACTORS
AS WE'_ L AS Tt�L GENERAL CONTRACTOR.
SEE DETAIL 17/A-6.
OVERHEAD CABINETS rrtOVIDE
LOCKS WHERE NOTES ON FLOOR
PLAN.
" BACKSPLASH O
BREAKROOM ONLY
�— BUILT -IN COUNTER TOP
SINK WHERE IT
OCCURS
2' -0" I
iE CABINETS
:RE NOTED
NOTE:
CON rR. TO PROVIDE BACKING AT
TOP & MIOPMT OA AS REQUIRED
FOR ALL WALL M I D. CABINE TS.
SEE DETAIL 17 /A -e. LOCAf10NS &
REQUIREMENTS ARE TO BE
COORDINATED W /PLUMBING.
MECHANICAL & ELECTRICAL
CONTRACTORS AS WL LL AS THE
GENERAL CONTRACTOR.
SECURITY CABINET,
RE: 15/A -6.
BASE
10 SUM.
A-6
`w 1
"� MANAGER'S OFFICE,_°= �' CASH OFFICE
A6 _DE7_10
LX ", TING CEILING
/"PAINT (PT-20)
OUTLET FOR SIGN (VERIFY)
-- -- •---- - WAt SIGN ___.
.. / RUB RAIL (RR -1)
DI rl
* -- PASS THR
T I �-
"- tALL COVERING
BASE (9- 18 (WC -10)
v NOTE: CONTRACTOR TO VERIFY EXACT
LOCATION OF ELLECTRiCAL OUTLET WITH
SIZE AND TYrE OF NEW FED -EX SIGN.
SIGN TO 8r ON SITE AT COMMENCEMENT
OF CONE TKUCTION.
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDKIIINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17/A - 6. LOCATIONS do
REWREMENTS ARE TO BE
C00RUINATED W /PLUMBING,
MECHANICAL & ELECTRICAL
CONTRACTORS AS WELL AS THE
GENERAL CONIRACTOR
30` DEEP BUILT - IN
COUNTER
IN TERN E 01 A TE
O 36" OC AAA
BASE 1
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS &
REQUIREMENTS ARE TO BE
COGRDINATED W /PLUMBING:,
MECHANICA,- & ELECTRICAL.
CONTRAI,;ORS AS WE:.L AS THE
GENERAL CONTRACTOR.
30" DEEP BUILT -IN
COUN'FR
BASE
MANAGER'S OFFICE A6 - DST - 0"
L61
CASH OFFICE
NOTE:
NOTE:
CONTR. TO PROVIDE BACKING AT
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REOVIRED
TOP & MIDPOINT OR AS REQ!_IIRED
FOR ALL WAIL MTD. CABINE i5.
FOR ALL WALL MTD. CAIEINE -;:.
SEE DETAIL 17/A - -6. LOCATIONS & 11
SEE DETAIL 17/A -6. LOCATIONS &
REQUIREMENTS ARE TO BE A-6
REQUIREMENTS ARE TO BE
COORDINATED W /PLUMBING,
/.LEC ,
MECHANICAL &ELECTRICAL
M
CONTRACTORS AS WELL AS THE
CONTRACTORS AS WELL AS THE
GENERAL CONTRACTOR.
GENERAL CONTRACTOR.
4" BACK
SPLASH T 1
24" DEEP BUILT -IN
COUNTER TOP j
i = 30" DEEP BUILT -IN -
SINK I COUNTER \
1N TERMFDIA TE SUPPORT - - - ---\
O 36" OC MAX.
t o INTERMEDIATE SUPP
ra 11 0 36" OC MAX. -
BASE - -�
27 0 H X 30 "W X 19 "D CLEAR BASE -
SPACE UNDER SINK FOR
ACCESSIBII iTY. ALL
PLUMBING & f TO
BE WITHIN 6" OF REAR WALL
AND 9" AFF
BUILT -IN CABINET
i n v s
IT I Ll
CD
CD o I o.
I J-8oX I 00 co l
r' ° L - -- -- - --
1 I w I
;.n u7
I i I i
� - - -
. "
gackiit PASSPORT CLOCK WALL WALL KINKO'S
Wall Sign VALANCE GRAPHIC GRAPHIC LETTERS
TYPICAL GRAPHICS MOUNTING ELEVATIONS
B OAe
G
,p
r '
§/
° °5
3
1111!0
>t
OI 5
.0 C0 00 f fc.
i Ctj 5 ,oR
oo
I U ouN ��
00 5�0 0
5� � � 0/► �'� 1
3 §, 0• rAL 1110 �p5
0,16 ro 35 5
.3 5' $SPAN A06f It
'I SIN U Sripo FL
• i"t� FUI► OMB E
�tY�
CUT yI
0 N go 55 op
r �
E —�11� BREAK ROOM
6 _Ot 1-12 r4
•/4" =1' 0" I
•
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17/A - -6. LOCATIONS &
REOUIREMENTS ARE TO BE
COORDINATED W,/PLUMBING,
ME=CHANICAL & ELECTRICAL
CONTRACTORS AS WELL AS THE
GENERAL CONTRACTOR.
4" BACK
SPLASH
24" DEEP BUILT-
COUNTER TOP --!
INTERMEDIATE I W
O 36"
BA - -
BREAK ROOM
A ll
I W-DET-0i U7 SALES OFFICE
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS &
REQUIREMENTS ARE TO BE
COORDINATED W/PLUMBING,
MECHANICAL do ELECTRICAL
CONTRACTORS AS WELL AS THE
GENERAL CONTRACTOR.
P�
l.0
A6- UET -01
1/4"= 1'- 0
9 U
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANAGERS
SEAL
•'' i
OD 97
� RFGI;, tERCO
6
AAC111TE I to a-
~ 0 W M
;� ..
'
Fm R SH
& •E OF Im
r•
CONSULTING ENGINEER
IL/ u
ARCHITECTURAL PROJECT NO 902647
' 0
V
cD
I
C14
C)
i
� r
Q ,
._
A6__DET -02 cj)
.4-:
1/4"= 1 ' - 0"
Wco
.Y Ir-
(0DO
CL Cy)
10 SUM. j Q
A-6 ■ •-- O
-0 c
C .
Q .§
r :3
� �-
BRANCH NO SIDE IO NO' PROGRAM
5173 972624 REM
iD
N i
A6_Di'_03
SIM.P
30" DEEP BUILT - I
COUNTER - 6
QD i
I
BA5
A6_10E1_06 SALES OFFICE A' _M 1-00
7 74 =1 -�
, n
• r
STIPULATION FOR REUSE
418 ORAr/1N3 WAS PMPAAIEO KM USE ON A 9PECf;c SITE AT
Tukwila, WA
EMPORAh!!(V&Y AIRPI'E OR* DATE
01.27.04
A'*D R S NC' 9y POP USE ON A I:F FEW%T POW FCT SITE OR AT
A .�TFR �'►i: t.W ;1r -HIS ~146 FOR RFFFRETICF OR FXAMPI F
JN ANOTNER PI1111AC1 IEOUwES THE SE3NC&S OF �fiOf+EFily
COASIF ARP M8= &V FNUP*'RS 4Erg00uCTK)N Of'$+ S
1RAW1111t:3 fT71 RMW OA ANUTHEri PKUM --T IS VDTAU►T•OR1TE0 Arm
S CONINARY TO THE ,AW THESE 3NAW"36 AAU SPEC*CATON6
4f of PgUPrWV OF KMKDS IAIC AND SFIALL NET' W D SPIAVEO W
A W MA WU OR USED DN ANA OTHR WORK EXCF'PT 9V ASR -. -r%
A REEMEN Nrm KNIK0'9 'VC AIRr -- pal OVAENSIONS-UE
Pa:fERENCF ')VIER SCALED _)IMF NS 046 AID) SFW, R: V"W ED ON
- A JOB S�TF KINKO9 INC .3 TO BE NIDT T''FC # WRIT NG OF ANY
L693TI:PANCtES N COFENS COO PRIOFI TO THE COMMENCEMENT DF
ANV WORK THESE ORAWNGS APE INTENOEO PON U:ESGN KpWOWS
0%11 AND %VT LOq URF N CUW RUCTION UM ESS APPgD•VEA A8
SAC+ AV WVM%#,6AU'NOW"
NO REVISIONS DATE.
A PERMIT — �01 .271M
,,00E 'OWNER'8ID I 03.10.04
MAR�2„rW
U I i
S@M DATE. 01.27.04
SPACE PUW DATE 11.14
DRANING T'TLE
INTERIOR ELEVATIONS
& DETAILS
ewom" too mom
L1iiAW1111G N1�N1(itri.
MQ6 fu m"l, Aim
a
eta Sze (in) 35/8 3 5/8 3 5/8 3 518 6 6 6 12" Stud Spacing 11i" Stud Spacing
GA 26 25 22 20 ( 25 22 20 Connection Type - Connection Type —
_
WALL CA r- - OPOfFAMING
•
Resisting Mcm 1 (") 2187 2243 3765 4213 , 3976 7485 8525 3 5/8 to 25 GA 3 518 in 20 GA 3 5/8 it 25 GA 3 5 in 20 GA
Y - - -� -� -
METAL STUDS • 16" O.C.
X i /�' -
•� GK OA &.\/ TU5E 5�IR� •
R
h () St Spacin (i ii) Brac* Spa (in) B r S pacing (in)
8 , 16 16 16 16 1F 16 16 48 48 48 48
25 GA. UP TO S TLICTURE
ABOVE W/ 5 /B" GYP. OD
ON EACH SIDE, TYP.
=AC+» ENO s • 4 -0 o c MA 1c jse 5&.110
TAPP tics SCIlt:riS TO A AGE 1JD O sTS
O
n A
— -- - - -- - -- - _ _ _
16 16 _ 16 16 16 16 16 _ 4 8 _ 48 _ 48 _ 48
—'
- -�- 48 a8 4
1p 16 16 16 16 16 t6 a8
- � _ 16 _ _ 4 _ _ _ _ -- _ -- _ -- - _8 _
11 1 — - 16 1 s - 1 16 16 16 48 48 _ - y _4H _ 48 -
PROVIDE STIFFNERS •
4' -0" O.C. VERTICALLY,
TYP. LIN
BOTTOM OF CEILIN
,
- `
NOLD 4 I'MOM TO*
METAL STUDS O 16" O.C. 25 GA. W
s e" GYP. 8D ON EACH SIDE TYi�.
/ .' m
10877 WATSON ROAD
� T. LOUIS, MO 63127
12 16 16 16 16 16 16 16 48 48 48 48
- -- -_ -_ -- ----- - --�-- - - -
13 16 16 — i6 16 16 16 16 48 48 411 48
— - -�-- - , _
14 _ 1 6 16 16 16 16 16 1 � 6 36 a8 3. 48
1S 12 12 16 16 16 16 16 36 48 339' 48
�� —
SUSPENDED ACOUSTICAL _
� �."
CEILING W/ 6 METAL STUDS EXTENDED
GYP. 8D. ABOVE CEIUNC E" ��i TAL
BRACE To STRUCTURE �—
ABOVE
3 5/8 META STUDS A i
6" METAL STUDS B
s" METAL STUDS C
PROJECT MANAGER ;
$�
16 12 12 16 16 16 16 16 36 48 32 48
TYP. UNO. STUDS
DRIVEN SHOT PIN 16" O.C.
u�
17 12 12 16 16 16 16 16 36 48 32 48
18 N/A NIA 16 16 16 16 16 36 36 32 32
- -- — / - - - -
1 9 /A - N N A 16 1 6 16 16 16 36 36 32 32
20 N/A NIA 12 36 32
BOTTOM OF CE ILIN C n METAL STUDS
a *
-
EDGE BEAD
BD. CORN; Rs
SUSPENDED ACOUSTICAL
CEILING W/ 6" EXTENDED
GYP. B ID . ABOVE CEILING
STAGGERED TYP. UNO. ICC ER -2388
ER -4546, ER -5330, ER -1372
FIN. Ft.R. ♦0' - 0"
'•
tERED 3
"� t�iuTECT I � �
>5 - '
_ a
W
16 12 16 16 36 32
25 NIA NIA T T N/A - N!A N!A 6 16 36 36 32 32
SOUND INSULATION.
SEE REFLECTED 10
4 -i : x6 v,5i'b T P�A� 1 -
6
Z
!
o PN I
— - - -- — -- -- --
30 NIA NIA NIA t N/A N/A T_ 12 12 N/A 36 NIA 32
N
R F , ' -..
CEILING PLAN FOR
A -7.1
EYIFNT. /�_ = \
BOTTOM OF C EILING \
y �' -,a 4i D A X 4- , ti
5/ ,&,
gzoD 4EADa : 2 - 3i4 �1r'B�D►�+!` \ ---- _
PENe'RAT' O'v NEj-D A�� •' --+�
iTbw - t�
"'-� 'r
Notes 1. Minimum and maximum stud spacing are set to be 12 and 16 o.c
2. Bracing spacing Is based on 12" or 16" Increments with minimum of 24" o c. and maximum of 48 O.C.
NC
STRU - , "FORMATION THE ROOF FRAMING ABOVE CEILING
FOR R[� F, ` r iCE ONLY CON RACTOR SHALL FIELD VERIFY ACTUAL
-
3 -5/8" 16 GA. METAL JOISTS •
5tae5 00 WE To P -A E _ io
4
COr SULTMEN��ER
3 For Site Class E with Ss greater than 1.258 or Site Class F, please refer to IBC 2000 Table 1615 1.2(1) for additional details.
CONDITION.
16"
TYPE 5 5/8" " WATER RESISTANT GYP, BD. W/ SOUND
� 7 ;+�
-
These two categories are out of the scope of this program.
INSULATION, TYP. PROVIDE 2
4 The stud spacing values in this table only apply to the following products:
.HOISTS IN BOTH DIRECTIONS •
Dietrich STE -20 Ga,STH -22 Ga,STN -25 Ga, STS -26 Ga
CSI Consolidated System Incorporated, 6 400DWS25, 358DWS25,
600DWS22, 400DWS22, 358DWS22, 600DWS20. 400DWS20, 358DWS20
CEILING PENETRATIONS/ FRAMES.
SPAN JOISTS IN THE SHORT
DIRECTION �
CEILING TRANSITION
A7.1_DI:1_09
" =t' - U" 9
TY PICAL LOW WALL
A7.1_DEi_01
1/2 " =1' - p" 1
Clark Steel Framing Systems, DWS 3 5/8 x 25, DWS 3 5/8 x 22, DWS 3 5/8 x 20, DWS 4 x 25, DWS 4 x 22,
SOUND INSULATION. -
DWS 4x20, DWS 6x25, DWS 6x22, DWS 6x20
SEE FLOOR PLAN FOR
ARCHITECT PROJECT No 8026n7
Clark Steel Framing Sys tems, DWT x x1 , DWT 3 5/8 x 22 x1. DWT 3 518 x 20 x1, DWT 4 x 25 x1,
g Sys a s, 3 5/8 25
DWT4x22x1, DWT4x20x1 ,DWT625x1,DWT6x22x1,DWT6x20x1
x
Clark Steel Framing Systems, DWT 3 518 25 DWT 3 22
LOCATIONS.
ME TAL STUDS TO 6" A
"
CEILING W/ 5/8 GYP ' A .5 5/8" METAL STUDS
x xl - 1i4, 518 x x1 -114, DWT 3 5/8 x 20 x1 -1/4,
DWT 4 x 25 x1 -114, DWT 4 x 22 x1 -114. DWT 4 x 20 x1 -1/4
Clark Steel Framing Systems, DWT 6 x 25 x1 -114, DWT 6 x 22 x1 -1/4, DWT 6 x 20 x1 -114
-
,
/� rf
EACH SIDE, TYP. P lug
STIFFNERS O 4' B �:" ML TAL STUDS
VERTICALLY, T C =� • Mf 'AL STUDS
WAt I CAF' =---,
Dale Incor, DWS: 3 518 " -25 Ga, 3 5/8 " -22 Ga, 3 5/8 " -20 Ga, 4" -25 Ga, 4" -22 Ga, 4 " -20 Ga, 6 " -25 Ga,
i
PROVIDE TF sr ; N r -- -
6" -22 Ga, 6" -20 Ga,
, ;
5/8., G D. ® l i F T
e ll
5. The bracing spacing table only applies if the following products are used as the braced connector of the wall.
3 5/8" M 1. STUDS EACH SIDE
P IN 1 6" -
M - AL STUDS O 16" O.C. 25 GA.
Verticlip Series SLD 25 Ga and 20 Ga
TO TOP OF JOISTS. SPACING
C: f) T LINO. i r
W/ 5/8" GYP. BD ON EACH SIDE,
& GA PER BRACING SCHEDULE ��
, ,
TYP.
\
14/A301.
_. -
4 I� . 533 1
E
3 5/8" ME STU A
20 GA 3 1/2 SLOTTED M
CLIP. ICC ER -4748
2-#F SELF DRILLING SCRE ''` ,
NOTE.
REFER TO 11A-2 FOR CEILING HEIGHTS.
6" VF TAL e-'1.105
f
8 " ME ^�' C
3" X 1/8 THICK GALV. TUB
cn +
REFER TO 14/A -7.1 FOR STUD SPACING do GUAGES.
O EACH END & O F 0" M
�)
BO TTOM OF CEIL ""= �; %'`• "- '� �`
CEILING GRID F
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD JERIFY ACTUAL
CONDITION.
CONTRACTOR TO PROVIDE BACKING AS REOD. FOR MTG. AI L WALL,
USE SELF TAPPING SC I
ATTACH TO STUDS. I R .
TOP.
SAW CUT OR --- - -- I
CORL DR!I.. L ?'
r _, ___ .`
ME . 1 - L �-c:i
EILI
CNG & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINEIS,
SECURITY CABINET, TELECOM CLOSET EQUIPMFNT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & gEOL,'!REMENTS ARE
ICAL AND
TO BE COORDINATED WITH PLUMFING, MECHANICAL,
I
---- e
_ ` � �
E N' U S'_AB —
i 1
5/8" \ �-
ELECTRICA: AS WELL AS KINKO'S SUPPLIED ITEMS
.i
II •� �
WALL STUD SPACING GRACING & GUAGE SCHEDULE
A7.1_ °ET
14
WA LL BRACING
A7.1_DET_10
" 101
INTERIOR WALL SECTION
A7.1_DET_
._ " 6
A7.1_.DET_02
TYPICAL LOW WALL „_ ._ " 2
�?
No SCALE
3 = , o "
/2 0
1/2 , 0
U)
(13 d ��
�oo
g ;Q
_ 2 2
0
Ago*
ppR
D
«ts
( V
— `-
BRACE TO STRUCTURE ---
ABOVE
BRACE TO STRUCTURE
ABOVE
SPAWH NO SITE ID NO PROGRAM
5173 972624 REM
BRACE TO STRUCTURE -- - --- - - - -� --
ABOVE �
BRACE TO STRUCTURE
ABOVE �
BRACE TO STRUCTURE
ABOVE
I
SUSPENDED ACOUSTICAL I
CEILING W/ 5 " EXTENDED
I
SUSPENDED ACOUSTICAL -
CEILING W/ 6" EXTENDED
I
�
GYP. BD. WALL ABOVE 1
CEILING _ 7 t
-7 t
STIPULATION FOR REUSE
Dw�wa�o WAS PWPAftED FM � ON A S%CW WE AT
Tukwila, WA
GYP. BD . ABOVE CEILING
SOUND INSULATION.
,,
BOTTOM OF CEILING _ ___ _
SOUND INSULATION.
BOTTOM OF _ _
SUSPENDED ACOUSTICAL
:0Wt:;PO4ht:0U8LTWWI$GOAOATE
01.27.04
Av.)rrSMLO Sl,TA8LFF0ftUWON T'�NTF IgIF=XMOMAT
�.
SEE REFLECTED ;f
CEILING PLAN FOR
EXTENT. A' '
\
OF CE ILING
�,
A 1
_
\
' "`
//
0
A .1
SEE REFLECTED
CEILING PLAN FOR
EX TEN T.
BOTTOM
CEILI W/ E" EXTENDED
GYP. BD. WALL ABOVE
CEILING.
_
• 1 4 kR* TO& WN 'K Tull OPAW MI; r3111 �FEWkCr OF MWPt r
). 4 pr&* �; RKXXMS To* SLIWON OF PFKN% �.
4.0 cri.d FNaogoouc�aN of *f s
)AAOW; F OR AIFUN OL A ITWA PROJECT 6 MOT AUr HORVFD AM
61E :x�
s CONTMW TO rN& ; .Aw t 14 W"M 41) 41) SPECFCATC%S
AdE TNF PgOPMV OF RNKOOS *X AMJ SF AJ l Wr 3F DLSP AWED A
130TTOM
r, _
3 -5/8" 16 GA. METAL JOISTS
BOTTOM OF C EILING !' _� r
' f
OM O C EILING
BOTTOM -
_ ! t
i
OF CEILING - -
! (
BOTTOM OF CEILING 1,
f "
AA wAMFA OR useD off ANN Cr-" A+0.i1 rxc;Fvr ev +EntT -�T„
AGIlEMEMT WrH K *K05 MC AFRI" / DM bA1(>4TAKE
W: 4fEA1ENct 'VEABGAIEED �)"EEmegxl AW*. V. WYFOWWOON
1" •,
6 O.C. W /WATER RESISTANT
TYPE 5/8" GYP. BD. W/ Sot
INSULATION, TYP. PROVIDE "-
JOISTS IN BOTH DIRECTI
SOUND INSULATION.
SEE REFLECTED
CEILING PLAN FOR
EXTENT.
�
y
S
SUDED ACOUSTICAL
CEIUNG W/ 6" EXTENDED
GYP. BD. WALL ABOVE
CEILING.
JOB S TE K&KOS OX IS TO BE 1010MCr #. MW G OF i%W
t�AIWAS *i DA&W.OrA FwoA TO TW COLUAW WDO OF
, vTwonK rf� DaAwMCS FOR Ues R�rosEs
♦LY 4W, `0T MRUBE M C AP
ONSTRM UM t•SS V"LD AS
CEILING PENETRATIONS
SPAN JOISTS IN TH
t
SOUND INSULATION �-- V
METAL STUDS T^
DIRECTION.
.
c _
SE , E N F OOR r _
LOCATI
SOUND INSULATION. - - -
SEE FLOOR PLAN F
LOCATIONS.
METAL ST'' `V '9` .
METAL VE-
SEE FLOOR PLA
LOCATIONS.
METAL TU, b JVE — --
GLKAG W/
ON EACH
PROVIDE - RS �,' •''
O.C. ,.. 'YF . .�
� 4O RE1A810N DATE
-.--..
1 PERM 01.27 4
BID 03.10.04
MET ►B0�
�' rtl.
31 PR A 5/8" METAL STUDS
CEILING " ►
ONE
PR O
'P.
CEILIN 0 I
ON
P - •
CEILI YP d
Ors
'FRS C
V
A x 5/8" METAL STUDS
—
S -0" 0.. r;"
VER . (P. UNO. B Mf_TAL STUDS
-
O.0 1,�.
A S 5/8" METAL STUDS
0., YP. _
A t 5/13 " METAL STUDS
T
A S 5/8" METAL STUDS
B 8" METAL STUDS
C 8" METAL STUDS
PROVIDE WATER RESISTANT TYPE - -- -
5/8" GYP. 8D. O TOILET SIDE. TYP.
8 a" M STUDS
POWER DRIVEN PIN 16"
O.C. STAGGERED TYP. UNO. C B" METAL STUDS
6 5" METAL STUDS
POWER DRIVEN PIN 16"
O.C. STAGGERED TYP. UNO. C 8" METAL STUDS
" 8 6" METAL STUDS
POWER DRIVEN PIN 16
C 3" METAL STUDS
P DRIVEN PIN 1b
O.C. aTAGGERED TYP. UNO.
ICC ER - 2368, ER - 4548,
1lE D
POWER DRIVEN PIN 16" C.C.
ICC ER -388, ER -4546,
ER -5330, ER -13
ICC ER -2388, ER -4546,
ER -533 ErR -1372
O.C. STAGGERED TYP. UNO. C 8" METAL STUDS
ICC ER -2388, ER -4546,
ER -5330, ER -1372
-
STAGGERED TYP UNO 'CC FR -2388.
ER -5330, ER -1372
ER -4546, ER -5330. (R -1372
FIN. FLR. +0' -0 "_ __
FIN. FLR. +0'- 0"
FIN. FLR. +0' -
FIN. FLR. + 0' - 0 '
FIN. FLR. + - 0"
- r
NOTE:
REFER TO 1/A -2 FOR CEILING HEIGHTS.
NOTE:
REFER TO 1/A -2 FOR CEILING HEIGHTS.
NOTE:
REFER TO 1/A -2 FOR CEILING HEIGHTS.
NOTE:
REFER TO 1/A102 FOR CEN.ING HEIGHTS.
NOTE:
REFER TO 1 /A -2 FOR CEILING HEIGHTS.
REFER TO 14/A - -7.1 FOR STUD SPACING 4c GUAGES.
REFER TO 14/A -7.1 FOR STUD SPACING IC GUAGES.
REFER TO 14/A -7.1 FOR STUD SPACING do GUAGES.
REFER TO 14/A301 FOR STUD SPACING & GUAGES.
REFER TO 14/A -7.1 FOR STUD GUAGES.
S&A DATE 01 V.04
sl'au
'N DATE. 11.16.00
NOTE:
STRUCTURAL INFORMATION 97 OR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SMALL FIELD VERIFY ACTUAL
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING A1301/E CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CONDI TION.
CONTRACTOR TO PROVIDE BACKING AS READ. FOR MTG. ALL WALL,
CEILING & DARTITION MTD. I T EMS SUCH AS OVERHEAD CABINETS,
CONDI TION.
CONTRACTOR t0 PROVIDE BACKING AS RE00. FOR MFG. ALL WAIL.
P
CEILING do PARTITION MTD. ITEMS SUCH OVERHEAD CABINE TS,
CONDITION.
CONTRACTOR TO PROVIDE BACKING AS READ. FOR MFG. ALL WALL,
CEILING & DARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
CONDITION.
CONTRACTOR TO PROVIDE BACKING AS RE00. FOR MFG. ALL WALL,
CEILING do PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
CONDITION.
CONTRACTOR TO PR0IIIOE BACKING AS RE00. FOR MTG. AL WALL ,
CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
DRAWING TILE
WAIL SECTIONS
SECURITY ;; ABINET, TELECOM CLOSET EQUIPMENT, RESTROOM
ACCESSORIES, SIATW►ALL, ETC. LOCATIONS & REQUIREMENTS ARE
SECURITY CABINET, L CLO EQUIPMENT, REST
ACCESSORIES, SIATwAIL ET, ET C. k REQUIREMENTS NTS ARE
SECURITY CABINF t, TM CLOSET PT
TELECOM EQUIMEN, RESTROOM
ACCESSORIES, SIATMIAII, ETC. LOCATIONS 8c REQUIREMENTS ARE
SECURITY CABINET, TELECOM CLOSET EQUIPMENT, RESTROOM
ACCESSORIES, SLATW►ALL, ETC. LOCATION do S REQUIREMFN rS ARE
SECURITY CABINET, TELECOM CLOSET EQUIPMENT, RESTROOM
ACCESSORIES, SLATWNALL, ETC. LOCATIONS O REQUIREMENTS ARE
TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND
ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS.
.
TO BE COORDINATED WITH PLUMBING. MECHANICAL, AND
ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS.
TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND
ELECTRICAL AS WELL AS KINKO S SUPPLIED ITEM
TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND
ELECTRICAL AS WELL AS KINKO S SUPPLIED ITEMS.
TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND
ELECTRICAL rS WELL AS KINKO' SUPPLIED ITEMS.
�� N�
A.
i
/ 1 _Ut 1 �
NT
IERIOR WALL SECTION Q
A 1. ; __ik i _ i6
INTERIOR WALL SECTION Ej
L 1 _I l _t ?
INTERIOR WALL SECTION
" a1'
A 1. i _DE i -06
INTERIOR WALL SECTION 8i
"
INTERIOR WALL SECTION 4
�[� =I'
-p"
2• V
_ -
1
I
0
L
EXISTING STRUCTURE ABOVE
• 10877
FIRE SEALAN T _ ^ 'r ST. 8 R L
- -- � -� � PROJ
18 GA. 3 1/2" DEEP M TL.
TRACK S T STRU
ABOVE / 1
r
FIRE RATED VERTIC � � b RAE'GI�i
CUP O EA STUD. 4 .' .
TYPE XGYP — 4
METALS -- Q R. Sl
j ; n OF WAP
1
1 13 9 SLIP TRACK A7 2 DL1 °'
ARCHITECTURAL
3 5/8" M TL STUDS EACH SIDE
TO TOP OF JOISTS. SPACINC
& GA PER BRACING SCHEDULE
14/A301.
20 GA 3 112" SLOTTED MTL.
CUP. ICC ER-4780.
MTL STUD (RACK
2-1/2" EMT SPACERS W/ THRU
8U. T EACH SIDE OF f:�ING /
GRID.
FRY REGLET )OP TRACK MOLDING /
DMT' -625 SERIES. DO NOT
ATT TO GRID. PROTECT GRID
WITH TAPE. - — — - — - - - ---
BOT OF CEILING
CEILING GRID 8( - ILE
MTL STUD TRACK
METAL STUDS
5/8" G"P. BD.
I
18 14 10) 'WALL BRACING A7.�__DE1_OZ
6 2
3 =I' -0
APR " 2 20aR
FIRE SEAL AT BOTTOM��
OF DECK. . .
49M3 .rte
.. A(w
SUSPENDED -
ACOUSTICAL CEILING
SUPPORT WALL FROM
STRUCTURE. \� BR "p
BRACE TO STRUCTURE ---+-� 5173
ABOVE I BRACE TO STRUCTUR ABOVE 0 48" O.C. EACH
E
INSPECT AND REPAIR ALL SIDE
FIRE PROOFING AND FIRE - EXISTING FRAMING
SEAL ALL PENETRATIONS TYP. I AND FINISHES TO
R REMAIN. BOTTOM OF CEILING
BOTTOM OF CEI
STIPULATIC
METAL STUDS TO STRUCTUR_ T,
• j% N N ABOVE W/ 5/P "GYP. BD ON rIs oRAw�wAS
SUSPENDED ACOUSTICAL_ EAAAIN.
II EACH SIDE, TYP. PROVIDE Tukwila, WA
L M f1N CEILING TO STIFFNERS O 4' -0" O.C. ccwrEMPowweoUrA
2 �,�
CEILING. EXTENDED GYP. , ; f` u ` VERTIC TYP. LINO. 1 �„1 2 y.•
BD. WALL ABOVE TO
BOTTOM OF C EILING a I - BOTTOM OF DECK. EXISTING CEILING TO - I I : - A -e. A 4.4r T "°e c
Js A Jf"t+ER 00110M iPL C 4AC* IM
- REMAIN. PATCH II II BOTTOM OF CEILING _
AND /OR REPLACE TO I II _�' ` 'AAw" FM "
8 CONI%ANV 'O INS
CEILING A-W TIE o, v o
FINISHES.
EXISTING WALL •- RECEIVE NEW H � SUSPENDED ACOUSTICAL A�r��EROA�
ADJACENT LEASE SP K IS a II 1/2" THICK TEMPERED CLEAR AGREEME.,ITw/TMlitw
ALIGN NEW WALL_ WITH (I I GLASS W/ 1/8" BUTT JOINT AND ^ -4 An5Q KEPs
d MINIMUM 1/2" GLASS BITE O T.& 9cwE�AU1('IES
w NUM
EXISTING. ,vow .mm o
INFILL EXISTING 0NI V 400m) �
!I II ALCOVE. FRAMING 3/4" THICK PLASTIC LAMIN �� SUCH 9V Go'•�*K
!I II AND FINISHES TO WALL CAP W/ 1/2 " RELY
REMOVE EXISTING MATCH EXISTING EDGE ON BOTH SIDES.
7 " METAL STUD FI ALCOVE WALLS. SEE N BY CABINS T CONTRACT'S
METAL STUDS TO BOTTOM / �— SHEET A -1 FOR A
016" O.C. VER T. T DELINATION OF WORK. NO
! ! h
OF CEILING W/ 5/8 60 15 �
ON EACH SIDE, TYP ABOVE CEILING a u H PEtR>tAI.
PROVIDE STIFFNERS O 4' -0" BD. ON FIN.SH II II TOP OF WIN r) .� r4
O.C. VERTICALI Y. TYP C%
UN.
li !I INTERIOR EXTERIOR BID
A 3 5/8" METAL STUDS II !I
8 h" METAL STUDS II li
POWER DRIVEN PIN 16" O.C. — II II METAI_ 1_' yy, g G j 1
"
STAGGERED TYP. LINO. ►CC ER- 238 C i?" METAL STUDS p II EXISTING SIDE WALK I � r A S 5/8" METAL STUDS
ER -4546, E.R -5330, ER - -1372
II tl t0 REMAIN.
-N B 5" METAL STUDS
TYP. .. 2388,
II !I
�- ER- 53:10,,
__ C 3" METAL STUDS
FIN. FLR. +0' -0 " - FIN +0' -0 FIN. FUR. +0' - II W F.. LR. + -
hum
NO TE: NOTE: NOTE:
REFER TO 1/A-2 FOR CEILING HEIGHTS. NOTE:
REFER TO 14/A 7.1 FOR STUD SPACING do GUAGF.S. REFER TO 1 /A -? FOR CEILING HEIGHTS. REFER TO 1/A -2 FOR CEILING HEIGHTS. REFER TO 1/A - FOR CEILING HEIGHTS.
REFER TO 14/A -7,1 FOR STUD SPACING do GUAGES.
NOTE: NOTE: NOTE: NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE. ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CONDITION. CONDITION. CONDITION. CONDITION. SM DATE.
CONTRACTOR TO PROVIDE BACKING AS REOD. FOR MTG. All WALL, CONTRACTOR TO PROVIDE BACKING AS REGO. FCR MTG. ALL WAIL, CONTRACTOR TO PROVIDE BACKING AS REQO. FOR MTG. ALL WALL, CONTRACTOR TO PROVIDE BACKING AS REOD. FOR MTG. All WALL, S p� PW , DAII
CEILING do PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS, CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS, CEILING do PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS. CEILING & QARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
SECURITY CABINET, TELECOM CLOSET EQUIPMENT, RESTROOM SECURITY CABINET, TELECOM CLOSET EQUIPMENT, RESTROOM SECURITY CABINET, TELECOM CLOSET EQUIPMENT, RESTROOM SECURITY CABINET. TELECOM CLOSET EQUIPMENT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & REQUIREMENTS ARE ACCESSORIES, SLATWALL, ETC. LOCATIONS & REQUIREMENTS ARE ACCESSORIES. SLATWALL, ETC. LOCATIONS do REQUIREMENTS ARE ACCESSORIES, SLATWALL ETC LOCATIONS do REQUIREMENTS ARE
TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND TO BE COORDINATED WITH PLUMBING. MECHANICAL, AND TO BE COORDINATED WITH PLUMBING, MECHANICAL. AND TO BE COORDINATED NTH PLUMBING. MECHANICAL. AND �
ELECTRICAL AS WEI L AS KINKO'S SUPPLIED ITEMS. ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS. ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS. ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS.
INTERIOR WALL SECTIO Al.2 `'" �'_1- i _'6 ' 2JA1 -12
Q INTERIOR WALL SECTION INTERIOR WALL SECTION INTERIOR . _ � WALL SECTION
% N 0
I r
WATSON ROAD
O
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ECT MANAGERS
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IN FOR REUSE
4EPARED -CM UTE ON A IPECP -C WE AT
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POP USf ON A 1 PPLRENT PAO,)FCT BITE OR AT
iF r" ]RAW NR. t CM NT NEWX OR FXAMPI E
MQW*S I ME UMCAS OF -40ftR
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LAW thk* :JRAWWW Auto SPbMICATCAIS
t M %KOS II& A04 SWU 1 NO' 3F OW'. MFD IN
1 ON ANN O'• dER W"M I'X(,'FPT BY N Vrrl%
KM NC NAr`TEN OMENSmONS - AXE
A(ED JIMENSONS AND SKk l BE VERF FD ON
S NC 18 TO N NOTIPUD * WM NG OF AMA
QN89_4 PRIOR TO TK C 3fAL*NCEMENT OF
Mw NOS ARE INTOrED FOR UESQN PUFPC8ES
It W GOAS' KX , ION LO& FSS APP9MEU AS
A(M KS
_REVISK)NS PATE.
f 01.27.04
00.10.04
01.27.04
E 11.18.00
DRAWING TITLE.
VALL SECTIONS
~"Li NCOMI H i
.. • -. .. _ _ .. ... ..._
12 GA. VERT. WIRf
1
EXISTING STOREFRONT
EXISTING WAIL.
HANGERS O 4'0 O.C.
EA. WAY (TYPICAL)
"
3 5/8 METAL STUDS W/
"GYP,
5/8 EA SIDE -
.:
12 GA. WIRE SPI AYER
Fn
I� UR �IKECTIONS
+ 9U, APART AT
12 -0 O.C. EA. WAY
3 5/8" ME TAL TRACK
CONCEALED WINDOW FRAME
1 1 /2 X 1 /2 "W METAL i
CHANNEL W /SHIM FOR i
� / , , /
'
� -
ENTRY MAT:
MAT WORKS DREADNOUGHT CD -X}c a
CHARCOAL COLOR CARPti f0 VM1YL
ADAPTOR B Y MATWORKS
6Y MATWORKS
-+� —
SOUND INSULATION WHERE OCCUR
SEE PLAN FOR THE LOCATION SEALAN 1' O GAP
TYP•
%&ANT O GAP. TYP.
u
A 0 9
10877 WATSON ROAD
T
6J 1
V
LEVEL PROVIDE 1/8'
l
RUBBER GASKET PItI:ES r t
•.
OTTOM OF CEILING +9 -4 I 1 I I
�"
a[
\�_
CARPET FINISH
C BY OTHERS
J- 8'
5/ DOUBLE STUD HEADER w/ g /er cYP. BD . ON 80TH SIDES
-
TOP 0. DOOR OPEN
+ 7'- 0 AFF.
1 . LOUIS, MO 27
PROJECT MANAGE
SEAL
i p
\ \ -%
�\ , %
Io\ - ► 1
I
M ., -00-A
GLUED DOW
ALUMINUM TRACK
�,, �
� 3:
Ir,
O
RFG1t4ff1EO V
v
?• CEILING PANELS
(TYPICAL)
EDGE BEAD O ALL
GYP. BD. CORNERS
TYP
METAL +�(: /
CH AN S -
i
BY MATWORKS
NOTE:
ALL FLOORING ACCESSORIES TO BE INSTALLED
BY FLOORING CONTRACTOR
W
SICHEOUL�ED DOOR W/ FRAMF a
SEE SPEC AND SCHEDULE FOR r "
M(:RE INFORM ION TYP.
i s
`
AKAITECT
�o6
15 o
il .4 '' CL .;
S... x -
LPH R. 4 W 0 OF A
CIA
�
�0, ; .
1/4" THICK TEMPERED
CLEAR GLASS W/ 1/8"
V
\
JOIN' AND MINIMUM
3/4" GLASS BITE
T 'k' �RNL
A,
a
CONSULTMIG ENGINEER
L/
N C TES:
HORIZONTAL RESTRAINT POIN TS SHALL BE PLACED 12
FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRS
WITHIN 6 FEET FROM EACH WAIL.
WINDOW HEAD
AS.t _DEl_13
.. 13
I N DOW JAMB
A�.1 _OET_0�
1 " 9
FLOOR TRANSITION
A8.1_DE1_05
5
A8.1 -DE T_01
DOOR HEAD
3' =1' -U
FULL SCALE.
M TL CORN F R BF AD
�--- -- FLOOR TRANSITION TO START O
EiX 1 -WE OF WALL BEYOND
ARCHITECTURAL PROJECT NO 902647
5/8" GYP BOARD
METAL STUDS
EXTERIOR SIDE INTERIOR �E
1
�-- QUARTER ROUND TRANSITION STRIP
GLUE DOWN TO c�OpR
_ j 4 j TYP WHERE DOOR
XSWING INTO SPACE
1 /4" TEMPERED GLASS
\
_
111
:.L! IL"LL,., CA RPET FIN. FLOORING
\
SCHEDULED DOOR O 90 DEGREE I � I
OPEN POSITION
X t A
E .GL SS
Sl OREFRON T
—
`--- -� SCHEDULED CON('RETE FIN. FLOORING
B
-�
SET DOOR STOPPER ® 3 1/2 r -
ry
FROM THE WAS L, TYP. UNO '
SEE DOOR HARDWARF SCHEDULE _
� WIFE CONNECT
TO POOF STRUCT. WITH
EXISTING
EYE _AG SCREW
0
STOREFRONT FPAM "
- -- -
NOTE:
AIL FLOORING ACCE�II TO K INSTALLED
BY FLOOR CONTRACTOR
PROVI DOUBLE STUD O DOOR JAMB ,
i
PERIML TER W ' ��F A T
4 -12 GA. SPLAY VMRES
EA. TERMINI TIUN AT 200 LB DESIGN
POINT "� LOAD M
j
i
-
I �
3/4" i HICK I
WALL C
SU PP T
l ED B CAB NE
CON TRACTOR, INSTALLED
BY GENERAL CONTRAC
�--- FLOOR TRANSITION TO START O
1 EDGE LINE OF WALL BEYOND
TYP. UN 0.
SCHEDULED WALL FRAM WI , T H SOUND
INSULATION WHO MI RE SPtCIFIED PLAN
1 ,
SCHEDULED DOOR 'MOTH. - 2�4
C .C.
Q.
L L —CROSS RUNNER
ACOUSTICAL CEILINAT 2' -0" O.C.
EQ
5'�
EX- S TING BUILDI --
: VINYL TRANSITION STRIP
GLUE DOWN i0 FLOOR
�~ \
PROVIDE SEALAN O ALL GAPS
ON BOTH SIDES TYP. UNO.
BOARD MAIN RUNNL R
�
A 2' -G"
- )LHLUU" CARPET FIN. FLOORING
FACE OF WA,
- —
�
\� SCHEDULED VINYL TILE FIN. FLOORING
W/ ADHESIVE
lr�' w�
, V
,
CEILING BRACING
. _ A�� Ut -`8 1
ti 5 S
WINDOW JAMB
A _DEr T_,4
z= 14
WINDOW SILL
AB.1_DE F_i0
, 1 Q
FLOOR TRANSITION
_
A8.1DE_
T06
DOOR JAMB
A8.1_DET_02
�
_
1 G
_ _0
3- i
._ 1 , 0 "
6 -
" , =1 -O "
3
U)
I W Oo
Q Yco
EXTERIOR SIDE INTERIOR SIDE
-�
SCHEDULED DOOR FRAME BEYOND
CL (3)
Q
v A : � I THIS SIDE
R
t
1/ '>APERED GLASS
, 3" JOIN' AND
V '..MUM 1/2 GLASS BITE
" . & 9. TYP-
EXISTING GLAZING
WIREMOLD AL A3800
RACEWAY. FINISH TO
MATCH EXISTING
STOREFRONT.
FLOOR TRANSITION TO
CEN TER UNE OF DO I
I
WALL FINISH SUR F 3E .) Wf 1 IlE OCCUR, TYP.
SEE FINISH SCHEDULE FOR PAINT,
OUTSIDE PAIN' COLOP TO MATCH " ti
W/ STUCCO COLORS
BUILDING SEAL ANT O
.�
C
cy
. :3
�-
BRANCH NC SrTE ID NO PROGAM
R
5173 972624 REM
I
MTL CORNER B:: -AD
PC. CAP & CMU WA -L
SCHEDULED DOOR
--- - -: - -- - - �' _�'
Y
CONCEALED WINDOW FRAME
3/4 "D X 1/2 "W ME TAL
- -
EXISTING STOREFRONT !
•
SSF 125 ALUM. FRAME ,, - ` ' ' SURFACE TOE
TO BE SECURED BY CC)N TR.' - BY EXTRA SHMA
��t;
PAINT OUTSIDE TO MATCH W/
EXTERIOR COLOR \
DOOR THRESHOLD FOR EXTERIOR DOORS
�
STIPULATION FOR REUSE
CHANNEL W /SHIM FOR
LEVEL. PR30DE 1/8
I I
FRAMING
AVE
s;' , - ' ..,<l! E D CONDITION / TILE
SEE SPECS.
-
RUBBER GASKE PIECES
_
_
J)GE IN DEPRESSED
AnrIET CONDITION.
SCHEDULED FLOOR FINISH,
PROVIDE SILICON SEALANT
4IsOAAN I NGWASaRE P N*0K MUlEONA Sr'ECIF CSITEAT
Tukwila, WA
2" TRIM
\
O THE GAP BETWEEN FLOOR
FINISH AND THRESHOLD
�w; eMPOaAI t outr vRiM �s rBIlt IAA t
01.27.04
METAL STUDS W/ 5/8 "GYP.
BD ON EACH SIDE, TYP.
VOTE: MAINTAIN A MINIMUM OF 4" SEPERATION
I I
SCHEDUL `� r. SET
DO NOT PAINT DOOR LABELS AND HARDWARES. TYP. UNO.
A4') rT S '40T SU -TA&E PA1 %W old A PVT PROJECT SM OR AT
" Urm � `�°`�1°""""`"�`0"'+` C I Ie
" rn"�" O ft
" ''"°�.'"6°unES "�aE,+vc�°
-'` P R°P
B do ETWEEN ALL DATA POWER BOXES.
MORTA ti :::
CONTRACTOR TO FOLLOW SPECIFICATION GUIDE LINE TYP. UNO.
° `�� �� Am
SEE r` , VFO.
`TOTE: PROVIDE MATCHING ENDCAPS AT ALL EXPOSED
. Aos
`-
A -- FLOORING ACCESSORIES TO BE INSTALLED
BY FLOORING CONTRACTOR
s:aMlrw►Itr-otl� �Aw rME�B�toHAwwCBAADSfti,CfCATONB
A +TFI%EPROP°RTrOFk%m0SINCAAOSKU1 %VTXD11P
AWYWEPUAUSEDONANN0 CR'A0Wr%C 6VAR.T"L
AGI'r.'tJFW ffr4KIMiTn,4C NIR -TAI WENSONSTAIIN
-'qf F - a VE
cMCC OR $LAI Fn ANS ME ONS AIIC %#A l SF VE-WED O).
i
- •IF JOA SITE KIMAJ S W_ 3 TO 9F NOT f IF0 N wpn wG Of AM/
JS CF*P WMES IN DOWNS O"!S PRIOR TO T}* COM ANCEMEAT Of
AvrVIOHr! rMESE DRAW NI S ARE IN 1ENM9; FOR UESON PJW BES
SEISMIC ISOLATION JOINT " `�' —iy 19
I -u
I NDOW SILL A$1 -I - '�
--�,
ELECTRICAL RACEWAY R 1- `' -11
_ " 11
FL R A8 1 _UET_UI
0o TRANSITION . 7
Ag t _T_03
DOOR SILL 3
DNI t AM 4W cOR USF W CONSTPI IC ;3k UM ESS APPROVE D AS
SUCH 8Y �:O'VE,irIMGAtR1�T'F$
, _,
_"
_ I �
;
t ULL s CA�t
=. „
_
NO. REVISIONS DATE.
_ -- - - 1
• �-:.ATED
- -
PE 01.27.04
1 OWNER'BID 03.10.04
'
1 /4" TEMPERED GLASS
W/ 1/8" JOINT AND
MINIMUM 1 /2" GLASS B17
O T. & TYP.
CEI'
I I I i ; ��; ICKING IN
v 1 ,.,,, -
:9
- - - — i...,cKING.
r
_ Y I rAR SPACE
' k`V�UM t�ANEUVER
EXISTING WAL L
CONSTRUCTION
/
�
B.
I
3/4" THICK WALL CAP
SUPPLIED BY CABINE �'` _ - -
MANF, INSTALLED BY
GENERAL CONTRACTOR
CONCEALED WINDOW FRAM
D
J1
f (� I
� �
�) I I
I I n �.G
I k )A BOARD
I
+ I
,/
I 1 I
_
SNAP -IN ANCHOR
TyTV `.F - X V►TI A
MAR 1 2
'I ' - EN ONE END ONLY
- ANGLE MOLDING
3 / 4 "D X 1/2 "W METAL i
CHANNEL W /SHIM FOP
LEVEL. PROVIDE 1
RUBBER GASKET
METAL STUDS �6' —
80 ONE ''' �,
o b ;, ( — _ : _ xE STUDS At MONITOR
MOUNTING LOCATION
WALL MOUNTED FOAM
i BOARD CUTTER.
I
SEALANT EA. SLOE
!
STEEL FRAME
�� 01..04
27
spACE PLMI QATE 11.14.01I1
-
NC vANUFACTURER'S INSTRUCTIONS FOR
.,...'
—
IL
IL ED DOOR W/ FRAME
DRA WING T TILE
ARCHITECTURAL DETAILS
COMI' V-1. INSTALLATION. &AMOUNTING DI RECTIONS.
ti t1R
ult: REFER TO MANUFACTER'S INSTRUCTIONS FOR
AND SCHEDULE FOR
;OMAPLE ASSEMBLY AND INSTALLATION DIRECTIONS.
Ilft'ORMATION TYP. I
4 '" "
A �� 1 �'� °
- - -- -- -- --
-
EXPANSION JOINT s Q
'WINDOW SILL A �'y`� i -i6
rVIONITOR MOUNTING 81 �,` - '?
1
A� "'��' -�
BLOCKING "_ . "
DOOR SILL
12 ,. _
t
1
- - -- __ ----- _- __ _- .�..._._ .�. -. -- _ -- -'- -' -' - —. - ---- ---... _._..�� . ...._ _.,,,�;w_ ......_...._---- ........ ... a.....�..r.r .. - _« . ..... .....r.._......-.... ...... « - a...�i.r.,r...3-- i�.N.. .. �.....1.�„w' 1+ Y�� + ...�L , .... -.... �.ill�+� fir s}�!` .,�I�iIL -_ - --• -
i
16
1 1 /4" 0 SSP ARCHITECTURAL PROJECT NO 902647 I
9L° C9 U
10877 WATSON ROAD
31T. LOUIS, MO 61�
PROJECT MANIC.
EVATION
IAJ
1/4' .c STELL PLATE. SL SLOPE UP *'• � ' REGI',tER
SHAPE TO FIT EXTENSION. wE
01- \�� ��� c ; TE Is 6
' AI TED. ' . 14 Q 1:14
1
— 0 STANDARD STEEL PIPE
e
- 1 1/4 0 SSP E X TENSION. INSL T SL.EE VE. - _ _ _ a ► SHAW
PAINTED GROUT - 4 # a piTOH
' - ---
. 1 /4" 0 SSP SUPPORT.
NO CHANGES IN THE LEVEL OF
I PAINTED g- BEVEL AREA. WALKING SURFACES MAY BE
1 0 1 FLA _ T ( \ CONSULTING ENGINEER
NOTE:
J " --� SLOPE M X. GREAT
—0 ER THAN 1/4" VERTICAL
GRIND ALL WELDS SMOOTH. a
A8 2 _DET_13 A8.2 �ET_09 ,�
A8.2 -DE 1_01
E u HAND RAIL 13 GUARD RAIL _ r CURB RAMP ,
3 1 0 3 1 -p - _,
1
M
1 1/2` _J 4 "W. PAINT STRIPE.
- - 1 1/4 • SSP RAI IV I TOS
PAINTED. 1 1/4" 0 PIPE +O/ 8" BLUE.
I - 1 1/4" ! S • STILES "
PAIN TED I __ GROOVES 12 W.
Ii- c - �'! -- - -- - DETECTABLE WARNING
A9 NTH /
-- — - - -- �V Ir, J /■ Q d
LEVEL AREA.
FLAT (2X)
SLOPE MAX.
�. RTIAL I
c;
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as
UJI 00
'00
(73 DO
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IPAWH NO SITE Ip NO PROGRAM
5173 872624 REM
STIPULATION FOR REUSE
-18 DRAM WO "S -"*AA4k0 FOQ UN ON ,% SIPEC* C SIZE AT
Tukwila, WA
ON EMPO4AMEOUSiY ARM Is a" QATf
01.27.04
A%) o' •AIUT 811 TA@L F MP USE ON A 00T8*WT FAOJR;T VW 01t AT
ATFK TIME USf Or T+ES JRAA>MM RM IEFEIE a 00 MALL I c
i� ANTT►M M FgDWECI K=OUMRS I Mk 3kW CM OF PROPtit`
Fero ARCtwTWTS.,a F kU1W"PS NEPROOUC r0N 0rn- s
`4AIIIIA60 rM (AIME ON ANOTIEA PQOJrl;7 IS 4DT AUT1.OWF0 AV
+.1001IAKHY ro TH& LAW TI+rBk J%4W`WOEI ANTI SFU*CA►rC0d
4? THE NgPERrY OF KNMOS INC AA" *A vNll NO IN DOPLAWC A
Atir ,W 1
MAN Op USED ON ANv (MER WOM rXCM SY WRRTOi
NuI*&MEW WT'M KW 01 INC MIRE" - EN DMENS,O•B - Aa
�-WF; RFIrCI .OVER SCALED :1MI17NSr0 AM S►IAL. 8i VERFT Oh
pT
-E JOB S.T L KINKO S NC IS TO RT VFiED N WRIT NG OF ANY
JGOWAW,ft V I'lYENS'O`� "R TO THE COM &NCEMENT OF
+.v Y VIOIIK TMESIE 04AYY 4Ls3 VIE WTENOM FOR GESGN PUNPOBES
IN A *v AND 40. /NI 1-86 6 0A USE IN L)NB 11I/CT 0A LM APP"D /F Il AS
VCh BY OiMMINGAUTHOARES
+,
I -
I I • — w -vol -� - •7OHG DATE; 01.27.04
_
• o
,D r 4 3' - 8 40 • - 20 - 3 ' _ . - - r� • - 2 I s PUw a►TF
t I DRAWING ' TLE
50 12' ARCHITECTURAL DETAILS
5' -0" IN FLORIDA 12' -0 IN FLORIDA _
YiiAWN�C' NiUMBEN.
13 RAIL - WALL OR CURB.
A502 P �' .. •
GROOVES 12" W. DETECTABLE
;'AINTED 4 - WARNINC AREA.
1 /4" 0 SSP ,� " ,� 1 4 "W. PAINT STRIPE.
0
co ,I AT 60" J BLUE.
M. - 7C N TED. 7 1
*. 1 O - A 13 III
'D 0" A50 2 v
M.I' I- AINTE:D _ a II LEVEL AREA.
LEVEL AREA.
I _ o SLOPE DOWN ( FLAT (2 %)
r9 v SIM. FLAT (?�) SLOPE l I
1:12 �, -'-~ SLOPE MAX.
g - M1K MESH �, j
- i
A502 NC. RAMP w/ A502 cD ,_ , NG. RAMP w/
- I AVY BROOM FINISH It_AVY BROOM FINISH q � I TOS
- I
0.
w
4 WWF 6x6 W1.4xW w WWF6x6 •W1.4xW1.4
_ ,. � '- � If ______
u - - L wwF v
I I
_ Q -! WWF �J
- =14-- CONC. FOOTING --
CONC. FOOTING
J4 BARS AT 16" O.C. 4 AR T
,�.►= I I e s A 1s O.C. o.c. 6 • i1 " 10 ,_ 0 „ I , 21
- t - -�
BOC lAS
II- -111_. �Ii 2 -p4 BARS AT 12" _ -- ii 2 -# BARS AT 12' + C• 10N
O.C. 11 i I_._ h � Nd
F1 J-
.?T('1i(:JLL �T:1 -�11 !I _ = O.C. Sy.. 5
1$ GUARD RAIL 3/4"=1 DET 1 4 141 GUARD RAIL A8.2_DET "° 1 CURB RAMP
A8.2_DE T _
p 3/4 •1 -U 1/2 " =1' - 0 "
RAMP ENTRANCE.
—� 1_ -0" f ACCESSIB N AISLE.
CENTER O RAMP ENTRANCE.
ALL CHANGES IN THE LEVEL AC TER L
ACCESSIBLE AISLE.
ALL CHANGFS IN THE LEVFt-
OF WALKING SURFACES MAY H C PARKING SIGN. OF WALKING SURFACES MAY
NOT 8E GRE A TER THAN 1/4"
/
METAL H/C PARKING VERTICAL RE: 20/A -8.2 NOT BE GREATER THAN 1/4 H/C PARKING SIGN. VERTICAL
I SIGN -WHITE LETTERS, SYMBOLS I RE: 20/A -8.2
AND STRIPES ON BRIGHT BLUE r
is o I BACKGROUND
1
ADDITIONAL SIGN AT VAN PAIN T FACE AND TOP PAIN' FACE AND TOP
° vm ACCESSIBLE SPACE ONLY
_ 1 1 PARKING OF CURB BLUE. OF CURB BLUE.
r i 1/2" BORDER
I 1 1/2 R - TYP. -
I , [ 4 -On
I
' ORDINANCE SI
REQUIRED PPP L:. CON
ORDINANCE .)P
CONCRETE WF;' S.
.
I
4 i tD STRIPING
YE UE. " ` 'ED r'iNG
A
OD
r ` '
t I
i
c O I M
11 Y o.
•. 50
1
`1 1LV. STANDARD STEEL
NTH CONC.
I I
EXP. JOIN T PAINTED ACCESSIBLE
SYMBOL. BLUE -PAINTED ACCESSIBLE
AIIIII
CONC. WALK SYMBOL. BLUE
■
CONC. FOOTING o o
o
i )
I i
I
.1X8 STEEL BAR THRtt POST
- I I
STANDARD ACCESSIBLE SPACE I VAN ACCESSIBLE SPACE I
ACCESSIBLE PARKING SIGN 'F;, =�o ° �Q� ACCESSIBLE PARKING STALL ;'. ` � ACCESSIBLE PARKING STALL �"' 4
A -8.2
Now: wolIllillIIIIIIIIIi
_.__ -.— ._ .. - _.....- - .. .,...._ . «.... .i.Y .iw. .+w+ .. �... w . rhMlr.A/♦... 3 +Ari ..r.- .- >A.. w►w�.M n- .w.. .. ...► ...00b, — No. .f.._ r.. —.. 6
NO. REVISIONS DATE I
o
o-
H -
REDUCED PRESSURE PRINCIPAI ASSEMBLY
EOUiVALENT TO WATTS OR FEBCO AS REQUIRED
n
LOCAL CODE ATHIORITY
'�
HINGED INSULATED
PROTECTIVE ENCLOSURE "HOT
BOX" PER LOCAL. CODE
REQUIREMENTS NEAT "PP-
Z
n
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$S Wr Pc LLOW E 0
7
FLOW
M SIC A' m 6 A
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UNION
INSTALL MINIMUM 17 OR
MAXIMUM 36" ABOVE PAD
HINGE
(OR PER LOCAL CODE)
CLASP AND
LOCI(
•
•' •' •
GRADE
OF P ABLE WATER SOURCE
NOTE: ALL ASSEMBLIES SHOULD BE ACCESSIBLE FOR
PERIODIC TESTING AND MAINTENANCE AS ESTABLISHED
BY LOCAL CODES
INSTALL REDUCED PRESSURE PR:NCIPALASSEMBLY
LMMEDIATELY DOWNSTREAM OF THE PERMANENT
DOMESTIC WATER METER. VERIFY SIZE AND LOCATION
PRIOR TO START OF WORK.
REDUCED PRESSURE PRINCIPAL ASSEMBLY
II
NOTE: CONTRACTOR SHALL REPLACE EXISTING 1 'I
IRRIGATION METER WITH A NEW INVENSYS SR•ECR/WP
IRRIGATION METER PER LOCAL CODE REQUIREMENTS.
VERIFY SIZE AND LOCATION PRIOR TO START OF WORK.
tJ sTALL. pV , conozu it BE7% aN VtF Tzoo s oxE s
I N oz o" Tfl copN6c-T Tflp- OabLtc,T k eTgp- To Thr- Peae ^W'or
METLN. 9X —" LN4 S yS'Trly
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SHEET C- I .
BREAK ROOM PLUMBING FLOOR PLAN
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10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MAN&GERS
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ARCHFMCTURAL PROJECT NO 902647
15. •»
9)"ho ; for Qor, h7► 11e Nublatc
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5173 872624 REM
STIPULATION FOR REUSE
T-IIS CRAW NG ATAS vRFPAAFO FOR UW ON A SPECr C SRTE AT
Tukwila, WA
�Rit'E RIC>•RANf:T4AY 1rfM ITS 6" GATT
01.27.04
♦. T i MOI WTAKA FOR UK ON A JMw6%N' °ROJEC WE OR AT
A I ER T4* JK0FrHG 0M*M "4FWqFWX0AEX#A11v1F
JN AIrOrMFN 0 4ONCT RPORAWS THE 3FROM OF PRROVERL
_4384k%U AMCWTECTO AM &NO1NtR8 1E/W10OUCTIOA OF TN 8
)MWIN(' - POW ON AMUrKR PFAMFUT B NOT AW14ORLIF- AND
S CONTRARY TO THE :AN T SSE DRAWWM AND SPFCFICAT e
AAA 1HE 0 4OPERrY OF % WOOS NC ANO SHA.J. NOT BE OISP,AYED %
AW MAIMER JA USED 17N AR.v GTH" AXM : 6Y WW"Ek
AOPWFMF►TT W TM ONKUS M ARR'f% 00AFkUMS TAKF
'- %ck4ENCE OVER SC^LW ORMENS OIAS ANC SFVNl I!E VEPW4W ON
T'# JOB S TE K , NUO'S m,c 6 TO IF NOT F .FD .w WRm M'
No OF A
��EPAMGES N DIMENSDWS PRIOR TO THE C+7EMAFNCFIIF►4T OF
ANY VJW K TN ME ONA W RNTIS ARE WEN= FOR -V-%Ch PUPPOM
Dv-v AND NO OOP UN N CONSTRUCTION UNLESS APPROVE) AS
SUCK 5V GOVERNMIG 04MHORT LS
KEYED NOTES
EXTEND AND CONNECT NEW 3 DOMESTIC WATER TO EXISTING DOMESTIC WATER LINE
VERIFY EXACT LOCTAION PRIOR TO INSTALLING NEW PIPING
EXTEND NEW 4" SANITARY SEWER PIPING TO EXISTING SANITARY LINE FIELD VERIFY
EXACT LOCATION. SIZE, DEPTH, DIRECTION OF FLOW, ETC. OF EXSITING SANITARY PIPING
PRIOR TO INSTALLING NEW PIPING.
f EXTEND NEW 2" VENT LIP TO 4" VENT THRU ROOF. FIELD VERIFY EXACT LOCATION ANO
�•� SIZE OF EXSiTING VENT PIPING PRIOR TO INSTALLING NEW PIPING.
f� MOUNT NEW INSTANTANEOUS WATER HEATER UNDER COUNTER. SEE DETAIL THIS
SHEET.
0 EXISTING RESTROOMS SHALL REMAIN AND BE REUSED IN 'T ENTIRITY. EXISTING
�l RESTROOMS NOT SHOWN ON DRAWING.
60 HEAT TRACE ALL NEW PIPING IN CRAWL SPACE BELOW FLOOR COORDINATE WITH
ELECTRICAL DRAWINGS P '�RATE
ERMI �
° pp f?
�
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• v
I S&* DATE 01.27.04
SPACE Puw DATE 11.1 6.00
DRAWING TTLE
PLUMBING
DRAWING NUMBER
a>ri
1 �
TenR/r!� �Ri �Oftslp
• J �
NO FLVISK)NS DATE
5
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n
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7
a�
x
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NO FLVISK)NS DATE
5
s
i
mmmmmmmmmlmmmmm
SINK (S -1)
FIXTURE. ELKAY #LR 1918, "LUSTERTONE' LA SERIES, SINGLE COMPARTMENT,
18 GAUGE. 302 (18 -8) NICKEL BEARING STAINLESS STEEL, WITH 1 -3/4"
RADIUS COVED CORNERS, SELF RIMMING, EXPOSED SURFACES ARE
HAND BLENDED TO A HIGHLIGHTED SATIN FINISH. UNDERSIDE IS
UNDERCOATED, COMPARTMENT AND FAUCET DECK ARE RECESSED
3,16" BELOW OUTSIDE EDGE OF SINK, 3-1/2" DRAIN OPENING, 19" X
18" OVERALL, X 7-1/2" DEEP BOWL, 3 -HOLES ON 4" CENTERS,
TRIM: ELKAY #2423 DUAL HANDLE SWING GOOSENECK FAUCET, DECK
MOUNTED ESCUTCI iEON, BRASS CONSTRUCTION, CHROME
PLATED, GOOSENECK SWING SPOUT EQUIPPED WITH AERATOR,
REQUIRES 3 FAUCET HOLES.
SUPPLIES 112" CHROME PLATED ANGLES OPS WITH LOOSE KEY HANDLE,
1/2" CHROME PLATED FLEXIBLE BRASS RISER.
WASTE: ELKAY #LKAD -35, OFFSET DUO STRAINER, FITS 3 -1/2" OPENING (4 -1 /2"
TOP DIAMETER), ONE PIECE STAINLESS CONICAL STRAINER BASKET
WITH NEOPRENE STOPPER, CHROME PLATED BRASS TAILPIECE, 1 -1/2"
17 GAUGE CHROME PUATED ADJUSTABLE BRASS P -TRAP WITH CLEAN
OUT PLUG, 1 -1!2" CHROME PLATED BRASS WASTE TO WALL. OFFSET
FOR HANDICAPPED ACCESSIBILITY,
ACCESSORIES: TRUEBRO "LAV- GUARD" UNDER SINK PROTECTIVE PIPE COVER MODEL
# 103 WITH ONE P -TRAP COVER. TWO ANGLE VALVE COVERS, TWO
SUPPLY TUBE COVERS, ONE 5" OFFSET TAILPIECE WHEELCHAIR
STRAINER COVER, WHITE. COVER SHALL BE SECURED WITH SNAP -CUP
FLUSH REUSABLE FASTENERS, ANGLE STOP SHALL HAVE LOCK -LID
LOCKING ACCESS COVER.
WATER HEATER (WH -1):
CHRONOMITE LABORATORIES INSTANT -FLOW POINT -OF -USE WATER
HEATER WITH STAINLESS STEEL HEATING COILS, DIFFERENTIAL
PRESSURE FLOW SWITCH, REPLACEABLE HEATING ELEMENTS, CAST
ALUMINUM HOUSING, AND FAUCET FLOW RESTRICTOR UNIT CAPABLE OF
40'F RISE AT 0.5 GPM FLOW AND A MAXIMUM TEMPERATURE OF 105°F.
HEATING COILS ACTIVATE AT 0.4 GPM AND DEACTIVATE AT 0.3 GPM.
2-0 DIA. CLOW COVER & FRAME
OR APPROVED EQUAL
IRCULAR 111 T HOT POURED
bONCRETE COLLAR J I IN�-
k Dt —.
PLAN JOINT COMPOUND
30 DEG. RADIUS
CURVE
SAME SIZE AS PIPE-
UNDISTURBED
EARTH
r mh-mmqsqj�
2' -0"
SECTI
f `PLUG
NOTE:
COVER TO HAVE THE
LETTERS C.O.ON TOP
FLOOR CLEANOUT -ONE WAY (IF REQUIRED)
If
NTS S) PLUMBING SYMBOLS LEGEND
IF 0
N TS
CTUML PFIOJEcT NO
t
It
WALL CLEAN OUTS (WCO -1)
WALL: ZURN COMPANY #Z -1446, COATED CAST IRON CLEAN OUT TEE,
HUB AND SPIGOT CONNECTION, BRONZE PLUG.
COVER: ROUND STAINLESS STEEL WALL ACCESS COVER WITH SCREW.
PLUMBING FIXTURE SPECIFICATIONS
DOMESTIC WATER RISER DIAGRAM
4 1 , - 4 0 V
0
2 - V A 2 6
.0ol
4 "
\� �IN,
SANITARY RISER DIAGRAM
NTS
N TS
NTS
r >I
3
2
SECURE TO
WALL WITH
TOGGLE S -1 COUNTER
BOLTS - ■
,-- 3 -WAY STOP
■ 3/4" COLD WATER NPT
ELECTRICAL 3/8" TO LAW.
CONNECTION t 3/8" TO HEATER
WITH ACCESS
DOOR
NOTE: PROVIDE ADEQUATE CLEARANCE
yWH FOR P -TRAP HANDICAPPED INSULATION.
INSTANT -FLOW HEATER UNION
3/8" FPT INLET & OUTLET
0.5 GPM INTEGRAL FLOW
REGULATOR �- FLOOR
WATER HEATER SCHEDULE
P L U M B I N G
SYMBOL
DESCRIPTION
SYMBOL.
DESCRIPTION
SYM30L
DESCRIPTION
--�.�
SANITARY DRAIN ASOVEC>ttQl1ND
---- �--�-�
GAS COCK
WC
WATER CIAt<ET (TANK TYPE)
- s•-- -�
SANITARY DRAIN YELQVGROUNU
GLOK VALVE
VC
WATER CLOSET (fLU:H VALVE)
URIC
t
VENT LINE
STORM DRAIN ABOVEGROL04D
STORM DRAIN HELOWGROUND
- -{�- --
-• ¢----
-�
CHECK VALVE
PRESSURE RE IEF VALVE
ST13P AND WASTE VALVE
STOP AND WASTE VALVE (IN RISE)
lJ1V
0
0 KS
LAVATORY
KITCHEN SINK
- - --
COLD WATER (CV)
- -��
HOT WATER (HV)
---
MIXING VALVE
- - ---
HOT WATER CIRCULATING (HVC)
GAS L1ME
UN10N
STRAINER
PRESSURE REGULATING VALVE ARV)
Ss
SERVICE SINK
S —
---08
-- --
HH
HOSE BIBB
OF
DRINKING P"TAIN
VH
WALL HYDRANT
,-+-
EVC
ELECTRIC VATER COOLER
COLUMN NUMBER
- --Q} --
HALAh; ING COCK
FH
Q W
+• :X)
FIRE HYDRANT
MANHOLE
VAL VE IN RISE
�-
RUNNING 'RAP
w
CLEAN OUT
- D—
PLUMBING RISER N.IMBER
GRADE CLEAN 6
Q D -1
DRAIN AND MARK
N.1-7.C.
NOT IN THIS CONI RACT
ORD
ROCF DRAIN
VTR
VENT i HROUGN ROOF
O DS
DOWN SPOUT
-- �}-- --
VACUUM BREAKER
V.C.P.
VITRIFIED CLAY PIPE
-- -�Q --
HALL VALVE
C.I.
CAST MON
I.E.
INVERT ELEVATION
If
NTS S) PLUMBING SYMBOLS LEGEND
IF 0
N TS
CTUML PFIOJEcT NO
t
It
WALL CLEAN OUTS (WCO -1)
WALL: ZURN COMPANY #Z -1446, COATED CAST IRON CLEAN OUT TEE,
HUB AND SPIGOT CONNECTION, BRONZE PLUG.
COVER: ROUND STAINLESS STEEL WALL ACCESS COVER WITH SCREW.
PLUMBING FIXTURE SPECIFICATIONS
DOMESTIC WATER RISER DIAGRAM
4 1 , - 4 0 V
0
2 - V A 2 6
.0ol
4 "
\� �IN,
SANITARY RISER DIAGRAM
NTS
N TS
NTS
r >I
3
2
SECURE TO
WALL WITH
TOGGLE S -1 COUNTER
BOLTS - ■
,-- 3 -WAY STOP
■ 3/4" COLD WATER NPT
ELECTRICAL 3/8" TO LAW.
CONNECTION t 3/8" TO HEATER
WITH ACCESS
DOOR
NOTE: PROVIDE ADEQUATE CLEARANCE
yWH FOR P -TRAP HANDICAPPED INSULATION.
INSTANT -FLOW HEATER UNION
3/8" FPT INLET & OUTLET
0.5 GPM INTEGRAL FLOW
REGULATOR �- FLOOR
WATER HEATER SCHEDULE
MARK LOCATION
KW
GAUHIR @ 40
DEGREE RISE
ELECTRICAL
— - - T ---
VOLTS PHASE
277 1
STORAGE CAP MANUFACTURER , REMARKS
WH -1 BREAK ROOM
-
.5
ASTAN TAN; OUS
CHRONOMITE
5 - 30L
I
SINK INSTANT WATER HEATER DETAIL , 6 WATER HEATER SCHEDULE INTS 7
�D� -d37
@,rA 0@@
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANAGERS
SEAL
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CONSULTING
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BRA,NCF NO SITE D NO. PROGRAM:
5173 972624 REM
STIPULATION FOR REUSE
T NIS BMW MG NAS MrP%AFD VW USE OM A 3PFCM NMTF AT
Tukwila, WA
{
DOWELVORAWOUSIW Af" M3 OSUF BATT
01.27.04
ANO 1 IS MOT 3U IAOLF &OP Uft ON A J FFF3EN' •'ROJECT STTE OR AT
A l A'FR T Mf USF* OF 'HO DRA404G FOP Rt FERENC[ OR E1(IIMP.F
JN AIMYNER Pf1aXC 7 F1FOl PFS THE SERVICES OF PADPFR. Y
CMIEC Mw.ntr»Ti arq ENCiF>rFAB FEPRODUC'ION OF *. NS
IUW84 FOR REUOE ON ANIQ"NFR PROJECT B NO' MTHpi,Mp MO
S t:OWRARV TO TT+E LAN T4f3E DFAOM"AW SPFCCCAT11>4
ARE 7►4 PFiOPEPIN OF K%KOS MC AND SWkL NOT BE J N
AW MANNER OR UBEB ON ANv OTHER AKVW f XCM OV WA T'r*N _
AUM FMEIJ N-TH KINKOS -W.. NWT D&WIAMW TAKE
- OVER 9G►LED JAMENS ONS AAp %-ftL dE VWF.ED Gk
T-IE .LOB S TE. K INC 4'0 OF NOTWWO A OWT -HO OF AM'
7OplEPANC-ES N C Mi NSONS PRIOf1 'O TW COMMF NCFMFVT OF
kW VIM( T1,E,Sf DRAWN W APE N'EAIDED FM JESGk PLMOM
74:V AND NOT POP USE N COWTAOCtOk UNLM APP06W AS
SUC1- V. GO LI N" 4UT"mf7
ISSUE DATE. 07.27.04
SPACE PLAN DATE 11.
DMIMNG T
PLUMBING FLOOR PLANS,
p S � �4?4 TE
IONS
tRiq 0PAWINIC5 NLAAeER
rp
- "p
1 3
li=�
= "m vim
s a'�
r ,
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r
- -. - -.. -_ ... _--- - ... .- -__ - _.- __ ...._ _. ,,. , - «.. �..-. -..- -_ --•..- ..- .-- �wr..��w...- ....- �.�i�f. -... .... -.. . 1. ..- ..:�Y ..•rrro�.- .�a�'. .....�I►. -..-.. i-_.... ... ........�+w - - �S[ .f...� �iMr7E'.�:�if���iE� � E* F ' � ` �tMrw+�.i�i�'�•�fA��iY.:�i1iL. �i:J� ` �.ir _. -.
NO AWSIONS DATE:
Section 15060 - Plumbing
(See Plumbing drawings)
1.01 GENERAL
A SCOPE
1 The General Requirements of DIVISION 1
govern the work in this Section.
2. Provide all labor, materials, tools and
equipment necessary to complete the work,
including installation of plumbing fixtures
All materials shall be new and be installed in
a workmanlike manner in accordance with
the drawings and specifications.
3. Provide excavation and backfill of all trenches
incidental to the plumbing work as shown on
the drawings. Backfill shall compacted to 90 %o.
4. Provide a complete waste and sewer system
from every fixture and location requiring same
to City sewer line including connections to the
sewer or private disposal system. verify exact
elevation and location. Include all necessary
piping.
6. Provide a complete insulated water system
from Water Dept. service, connection to each
fixture, appliance, and location shown on
drawings. Provide shut off valve prior to first
take -off
6. Provide a complete insulated hot water system
from water heater to every fixture, appliance and
location shown on drawings.
7. Provide a complete natural gas system from
individual meters (meters installed by others)
to rooftop un its, and connection thereto.
8. Provide ali plumbing fixtures, water pressure
regulators and miscellaneous equipment
required for a complete installation.
8. Provide alp backing, supports and carriers
for fixtures.
10. Provide all cutting and patching of the con-
struction work, rough finish and trim, which
may berequired for the installation of
equipment. All patching shall match all
surrounding work.
11. Contractor shall make all plumbing and
piping connectionsto equipment specified to
be fumished by Owner or under other sections
of the specifications including final connections
to air conditioning and heating equipment.
12. Contractor shall provide sufficient approved
water hammer arrestors (Wade - '.HOCK STOP",
or equivalent) to prevent water hammer
13. Contractor shall thoroughly clean all fixtures,
equipment and piping after installation.
14. Contractor shall provide approved access
doors in framed holes for all valves, traps
which must be located in inaccessable locations.
15. Contractor shall provide cut -out data for all sinks
and lavatories to all other related trades.
16. Contractor shall obtain and pay for all required
permits, inspections and certificates in connection
with the his work and make all arrangements wrth
utility companies for service and connections and
pay all fees, charges permits and meter charges.
2.01 MATERIALS
(See plumbing drawings and schedule)
A DRAIN • WASTE AND VENT
A.
I . Service weight, cost iron bell and spigot
6. Provide protective metal cover plates over
pipe and fittings. No -hub service weight
studs and joists where pipes penetrate
pipe and fittings may be used above grade
close to edge of stud or joist
when permitted by local code
6• Provide chrome plated escutcheons where
2. Schedule 40, galvanized steel pipe and
pipes pass through floors, walls and
banded malleable iron screw fittings.
ceilings in finished spaces.
3. Schedule 40 and 80 or PVC or ABS piping
7. All piping shall be installed with adequate
with DWV pattern fittings may be used where
provision for expansion and contraction
allowed by local code. Foam core PVC piping
using swing joints, pipe clamps, anchors
will not be approved.
and expansion joints. Fittings shall be
B. HOT AND COLD WATER
so spaced that they will not interfere
on the wide sine of the toilet areas no more
with sliding of pipe on supports.
1 Above grade.
a. Type "L" copper tubing, hard temper,
e. All openings in the roof shall be flashed
cold drawn with wrought copper load
watertight per the instruction of the
free sweat fittings. Connections to fixtures
Landlord's roofing contractor to maintain
and equipment shall be made with 8596
8. DRAIN, WASTE AND VENT
red brass IPS size pipe or compression
F.
angle stops. Provide dielectric unions where
1. All waste piping shall be pitched a
connectiong piping of dissimilar materials.
minimum of 1/4" per foot where
2. Below grade.
possible. Piping greater than 4"
a. Type "k" copper tubing, hard or soft temper,
diameter may be pitched at 1/8' per
with wrought copper lead free sweat fittings.
foot, only where required by existing
Note: No fittings shall be permitted below
conditions, subject to the approval of
grade inside building.
the authority having jurisdiction.
C. AIR CONDITIONING CONDENSATE
2. Drains and P•traps: 17 ga. C.P. Brass
8" minimum depth at top.
where exposed to view extending to
1. Type "L" copper tubing, hard temper,
wall. Nominal size of drain and trap
cold drawn with wrought copper lead
shall not be smaller than the fixture
free sweat fittings
outlet to which it is attached.
D. NATURAL GAS PIPING
3. Vents shall extend not less than 12"
1. Schedule 40, ASTM Al20, black iron pipe
through roof. They shall be gathered
with 150 lb. black maleable threaded or
together where possible into one vent of
socket welded fitings.
equivalent area. Vents shall be flashed
Indicated on the drawings. All vents
3.01 EXECUTIUON
shall be a minimum of 10'-0" from any
fresh air intakes, or greater if required
A. GENERAL REQUIREMENTS
by local code.
1. Contractor shall examine the premises and
4. Cleanouts, same size as pipe, shall be
satisfy himself of existing conditions under
installed in soil and waste lines at every
which he will be obligated to operate in
change of direction and at every 100
performing his part of the work that in any
feet of run whether shown on the drawings
manner affect the work under the contract.
or not; and shall be accessible in all cases.
The contractor shall cooperate with other
When occurring in finished wall or floor,
trades so that the installation of all equipment
set flush with surrounding surface.
may be properly coordinated.
6. Cleanouts as a minimum shall be located
2. All equipment furnished shall fit the space
so that all soil and waste lines within
available, with connection, etc. in the required
or under building are accessible for
locations and with adequate space for operation
cleaning without passing through more
and service.
than one ninety degree or two forty -
five degree bends. Cleanout covers
3. All piping, except fixture supplies, shall be concealed
shall be set flush with floors and
concealed, cut accurately to exact measurements
grade with exposed plastic nut at
taken at the building and worked carefully into
walls.
place without forcing or springing. Changes in
direction of all piping shall be made with fittings.
C. HOT AND COLD WATER
Changes in pipe size shall be made with reducing fittings.
1. All waterpiping shall be pitched in
4. No water or drain lines shall be permitted over or
direction of flow to allow for system
electrical or telecommunication panels or
draining. Install piping parallel to major
telecommunication rooms.
buiding elements.
2. Install water main shut -off valves, Watts or
approved equal, gate valve, above grade
below pressure regulator.
3. Install accessible hot and cold water
stops at all fixtures.
4. Install dielectric isolators where in-
compatible piping materials come in
contact.
6. Install temperature and pressure relief
valves as required by Code.
6. Install water pressure regulator,
"Watts" or "Wilkins ", where available
utility pressure exceeds 80 psi.
7. Hose Bibbs: See Plumbing Fixture Schedule
D. NATURAL GAS
1. Install natural gas piping as indicated
on drawings and as required by
local codes.
2. Install shut -off valves close to fixture
and appliance connections and ahead
union and dirt leg at rooftop units.
S. Unions shall be installed on both sides
of all equipment and where required to
facilitate removal of equipment.
4. Provide Maxitrol Model 325 pressgure
regulating valves at all gas appliances
wnen distribution pressure is greater
than T' W.C.
6. Provide gas main shut -off valves, Norstrom Fig
1014 or approved equal, with lever type
handle, placed on house side of meters.
6. Pain all exterior piping including
piping installed on roof with two coats
or rust inhibiting exterior paint.
7. Support piping on roof per instruction
of Landlord's roofing contractor to
maintain roof warrantee.
E. INSULATON
1. All water piping, horizontal and vertical
shall be insulated with fiberglass pipe
insulation with an all purpose vapor
barrier jacket. Use minimum 1 " insulation
on water piping. All insulating materials
shall have a maximum 25 flame spread
rating and 50 smoke developed rating.
2. Approved insulation blocking shall be
placed between sheet metal jacket and
bottom of the pipe where jacket alone
cannot prevent crushing. Insulation
jacket or vapor barrier shall be sealed
after installing blocking. (See hangers,
supports and sleeves
F. HANGERS, SUPPORTS AND SLEEVES
1. All drain, waste,vent, hot and cold water,
and natural gaspiping exposed, above
grade and in furred areas, shall be supported
In place with securely fastened solid pipe
hangers not over 8' -0" apart and at each
change in direction, (5' -0" on cast iron pipe),
2 Pipe hangers shall be installed around
the outside of insulation with vapor
barriers, and insulation shall be
protected against crushing by sheet
metal jacket or proper area and weight.
3. All water piping running through
masonary or concrete floors or walls
shall be isolated from the penetration
with a sleeve as detailed on the
drawings. Maintain the fire rating of
all wall and floor penetrations by use
of approved fire stop materials.
4. S leeves through walls shall be cut so
as to be flush with the finshed surface
of the wall in each case and shall be
made watertight.
G. TESTING
1. Drain, waste and vent lines shall pass
inspection under head of water by
system with water to top of highest
went stack.
2. Water lines shall pass inspection of
four (4) hours under 150 psi pressure.
Before any use of system is made for
domestic purposes, it shall be
sterilized by slowly filling with water
to which a sterilizing agent has been
applied, at a rate giving 50 p.p.m. of
chlorine, as determined by residual
chlorine test at extremeties of the
line. After lines have been filled for
a period of three hours, tests for
residual chlorine shall show not less
than 50 p.p.m. of residual chlorine
after three (3) hours. The lines shall
be flushed until all traces of chemical
are removed.
3. Gas lines shall stand a pressure of
15 psi for a period of 15 minutes
without perceptible drop.
4. All testing shall be performed by
:contractor at his own expense.
H. GUARANTEE
1. All materials fumished and installed under
this contract shall be new and free from all
defects in materials and workmanship and
shall be guaranteed for a period of one (1)
year from the date of acceptance of the
Owner.
Section 16440 - Plumbing Fixtures
(See plumbing drawings and schedule)
1.01 General
A.
Wall hung fixtures shall be installed using
carriers as specified with the fixtures.
B
The height of accessible water closets
shall be a minimum of 17" and a maximum
I �
of 19" measured to the top of the toilet seat.
C.
Provide 18" from the centerline of the water
h
6oset to the adjacent wall finish.
D.
Toilet flush controls shall be operable with
one (1) hand, and shall not require tight
grasping, pinching, or twisting of the wrist.
Controls for .he flush valves shall be mounted
on the wide sine of the toilet areas no more
than 44" above thr floor. The force required to
activate controls she!', be no greater than
five (5) lbs.
E.
Where urinals are provided, at least one (1)
shall have a clear space 3t7' wide bly 48"
long in front of the urinal.
F.
Mount lavatories 2' -10" from the floor to the top
of the lavatory. Insulate or cover all hot water and
drain pipes under lavatory. No sharp or abrasive
edges will be allowed under lavatory.
G.
Lavatories shall be mounted with a clearance
of at least 29" from the floor to the bottom of
the apron with knee clearance under the front
lip extending a minimum of 30" in width with
8" minimum depth at top.
H.
Faucet controls and operating mechanisms
shall be operable with one (1) hand and
shall not require grasping, pinching, or
twisting of the wrist. The force needed to
activate controls shall not exceed five (5) lbs.
for lever operated or 15 lbs. for push type.
Section 15500 - Fire Protection Systems (if required)
Note: The sprinkler subcontractor shall be the "Professional
of Record" for the sprinkler system design.
-1.01 GENERAL
A. SCOPE
1. Provide all labor, materials, and egipmerd
for the installation of a complete fire sprinkler
system as required by the local Fire Department
and local codes and ordinances. Comply with
all requirements of NFPA 13 and local authorities
and all requirements of the Owner's insurance carrier.
2. The Contractor shall visit the site to become familiar
with the existing conditions which will affect his
worts prior to submitting his bid. No additional
compensation shall be paid for items found after
award of the contraxct.
3. The sprinkler system shall be fed from a connection
to the building sprinkler system supplied by the
Landlord. The area of sprinkler operation selected
for hydraulic calculations shall be the most
hydraulically demanding area as per Factory
Mutual Standards.
4. Water supply information shall be obtained from
the Landlord. Contractor shall verify all flow and
pressure data.
6. Before starting any work, the contractor shall
submit drawings to Kirko's Construction for
approval by the local jurisdiction showing all
materials and equipment. these drawings shall
be complete in every detail showing all
sprinklers, valves, piping, and fittings, and
miscellaneous related items of work. All work
shall be dimensioned to fit into the available
space, and coordinated with the ductwork,
lighting equipment, structural members, etc.
6. Provide sprinkler protection in all soffits and
overhangs as required by Code, local Fire
Department, or other authorities having jurisdiction.
Water curtains consisting of sprinkler heads
located on 6' center spacing at the front entry
shall be installed as required by local authorities
or the Landlord.
7. Sprinkler heads in all ceilings shall be semi
recessed cup type with ceiling escutheon plates
to match color. Sprinkler heads shall be centered
in tile in lay in type ceilings. Sprinkler heads
which utilize "O" ring type seals shat' not
be allowed. -
8. After completion, a hydrostatic test (200 psi for
two hours) shall be provided. the test shall be
preformed prior to final connection to Landlord's
system. Furnish hydraulic nameplate data and
other signs as required. ,
9. All sprinkler work shall be scheduled in advance
with Landlord. The sprinkler system shall be fully
charged and operational whenever , he contractor
Is off site. , R
10. The installation shall be fully guaranteed for
workmanship and free from leakage for a period
of one year after completion and acceptance
of the system.
11. For modifications to existing sprinklers systems
raise, lower, relocate, and /or add to existing
sprinkler heads as required for new
ceilings and partitions to comply with
all local codes and ordinances. Prowde
` and install fire sprinklers in all
concealed attic spaces. Obtain approvals
and permits as required by loco hire
prevention bureau and local jurisdictions
prior to commencing work.
1 J )iD 610� 03i r
4 �R
R� M ��ND
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PLUMBING SPECIFICATIONS
@L%O@@
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANAGERS
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ARCFMTECTURAL PROJECT NO 802647 1
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,SSM DATE 01.27.04
SPACE PLAN Wt
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PLUMBING
SPECIFICATION
DRAWING NUMBER
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WAWMG FIpI1 REIW Ow AW HER NAOJMT 16 ND'T AUT URIM AND
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A It TI•IE OCIOPWY OF KWKQ'S •NC MID SMA 1 NOT BE 04s iN
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INLY AAA 110'• IN CONiTRI.AcTIOA UALM ARIIOVED AS
SUCH By GONERM" ALlTH�
,SSM DATE 01.27.04
SPACE PLAN Wt
DRAWING ; ITI,E.
PLUMBING
SPECIFICATION
DRAWING NUMBER
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NO P&NI IONS: DATE-
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ELC TO PROVIDE NEW 'HEAT TRACE TAPE'.
TAPE TO BE SELF-LIMITING W !H THERMOSTAT,
l i 277 VOLTS, AT 6 WATTS PER FOOT. WRAP
AROUND NEW WATER AND SANITARY PIPING, PER
NEW CIRCUIT A -31 FOR MANUFACTURERS RECOMMENDATIONS.
NEW 2'7V. 11 AMP,
BOOSTER WATER HEATER
MOON - , DISC S% UNDER
COUNT =_R FOR NFW
BOOSTER WATER HEATER
+4A' NOTE. 12 --i
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ALL CEILING MOUNTED
130 216 C i C C I I RECEPTACLES
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POWER PLAN PLAN NORTH
SCALE: 3/18' = 1'— 0'
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A 4
GE NERAL NOTES 10877 WATSON ROAD
A. ALL CONDUIT TO BE 3/1' DIAMETER. UNLESS OTHERWISE' NOTED. ST. LOUIS, MO 63127
PROJECT MANAGERS
B. CONTRACTOR TO VERIFY EXACT LOCATION OF ALL OUTLETS W/
KINKOS REPRESENTATIVE PRIOR TO INSTALLING.
SFAN_
C. VERIFY EXACT LOCATIONS AND NEMA CONFIGURATIONS OF ALL 9` ►' N
EQU IPMENT PLUGS AND PROVIDE PROPER RECEPTACLE m
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D. ALL BRANCH CIRCUITS SHALL CONTAIN A PROPERLY SIZED <r
E. ALL RECEPTACLES SHALL BE MOUNTED AT 17 A.F.F. TO THE
TOP OF FACEPLATE, UNLESS OTHERWISE NOTED. < z "X
• , / , w a _,
F. ALL OUTLETS AT BUIL -IN ;OUNTERS TO BE MOUNTED AT 24' ► � �-/
TO THE TOP OF FACEPLATE Sal
CON LTNG ENGINEER
1 RUN FLEX CONDUIT ALONG BAS< OF CABINETS. COORDINATE
WITH CABINET MANUFACTURER.
,2- KINKO'S APPROVED COMPUTER STAPON, CONNECT FLEX
CONDUIT THROUGH FIRST KNOCK OUTS IN THE BOTTOM PANEL
OF THE FIRST STATION, IF ADDITIONAL CIRCUITS ARE
REQUIRED. THE ELECTRICIAN IS TO BRING THEM THROUGH THE
SYSTEMS FURNITURE PANI.LS. THE ELECTRICIAN MAST PULL
THE WARES AND PROVIDE THE OUTLETS. SEE DETAILS ON
SHEET E -4. REFER TC FURNITURE VENDOR FOR ADDITIONAL
INSTALLATION INFORMATION. ALL WORK SHALL BE IN STRICT
ACCORDANCE WITH PPE N.E.C. AND LOCAL ELECTRICAL COUF
REQUIREMENTS.
3. ELC TO RECONNECT TO SAME EXISTING CIRCUIT(S).
4. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF
FURNITURE. RE-0 CONNECT POWER WHIP TO CIRCUITS IN
RECESS JUNC "ON BOX. VERIFY ELECTRICAL REQUIREMENTS OF
MODULAR FURNITURE WITH KINKO'S PRIOR TO ROUGH -IN.
5. 11300ST TRANSFORMER MOUNTED ABOVE CEILING, 208 VOLT. 1 0
IN. 240 VOLT, 1. OUT.
a HUBBELL / 3032 -IA MOTOR SAFETY SWATCH MOUNTED AT 4e
AFB• FOR DRILL..
7. PROVIDE WAREMOLD 2300 SERIES SURFACE MOUNTED RACEWAY.
SURFACE MOUNTED OUTLETS AND ALL ASSOCIATED FITTINGS AS
REQUIRED FOR A COMPLETE WORKING SYSTEM.
S. WALL MOUNTED J -BOX AT 15' A.F.F., USE FLEX CONDUIT FOR
CONNECTION TO SYSTEMS FURNITURE.
S. EXISTING DEVICES WITH THEIR RESPECTIVE CIRCUITS TO REMAIN
AS IS, NO CHANGE.
10. ROUTE UNDER FLOOR TO NEAREST WALL AND ROUTE CONDUIT
AND WIRE IN CRAWL SPACE AREA AND UP WALL AND OVER
TO PANEL. ALL EXISTING DEVICES IN FLOOR NOT USED TO
BE ABANDON, AND CAPPED FLUSH WITH FLOOR USING METAL
FLOOR PLATE.
11. FLUSH MOUNTED FLOOR BOX, DEVICE TYPE AS NOTED. TYPICAL
12. PROVIDE CIRCUIT FOR SIGN FROM AVAILABLE SPARE
CIRCUIT IN EXISTING 120/208V PANEL F.
13. PROVIDE CIRCUIT FOR DRINK MACHINE FROM AVAILABLE SPARE
CIRCUIT IN EXISTING 120/206V PANEL F.
14. ELC TO RECONNECT IN THIS RM TO SAME EXISTING CIRCUIT(S)
FROM BREAKROOM IN THIS LOCATION.
15. ELC TO CONNECT TO SPARE IN EXIST. PANEL.
NOTES:
4. ALL EQUIPMENT SHOWN IS EXISTING RELOCP TED. CIRCUIT
NUMBERS SHOWN FOR SOME DEVICES WERE TAKEN FROM
COPIES OF THE ORIGINAL PANEL DIRECTORIE 3. ALL EQUIPMENT
HAS BEEN RELOCATED WITH THE INTENT TO .2EUSE THEIR
ORIGINAL CIRCUITS. ELC TO FIELD VERIFY. ANO RECONNECT TO
SAME CIRCUIT.
2. FOR ELECTRICAL DEMOLITION NOTES SEE ARCHIT "rCTURAL
DEMOLITION PLAN.
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NO FIEVIl MS. DATE:
IMM DATE 01.27.04
SPACE PLAN DATE 11.16.03
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GE NERAL NOTES 10877 WATSON ROAD
A. ALL CONDUIT TO BE 3/1' DIAMETER. UNLESS OTHERWISE' NOTED. ST. LOUIS, MO 63127
PROJECT MANAGERS
B. CONTRACTOR TO VERIFY EXACT LOCATION OF ALL OUTLETS W/
KINKOS REPRESENTATIVE PRIOR TO INSTALLING.
SFAN_
C. VERIFY EXACT LOCATIONS AND NEMA CONFIGURATIONS OF ALL 9` ►' N
EQU IPMENT PLUGS AND PROVIDE PROPER RECEPTACLE m
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D. ALL BRANCH CIRCUITS SHALL CONTAIN A PROPERLY SIZED <r
E. ALL RECEPTACLES SHALL BE MOUNTED AT 17 A.F.F. TO THE
TOP OF FACEPLATE, UNLESS OTHERWISE NOTED. < z "X
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F. ALL OUTLETS AT BUIL -IN ;OUNTERS TO BE MOUNTED AT 24' ► � �-/
TO THE TOP OF FACEPLATE Sal
CON LTNG ENGINEER
1 RUN FLEX CONDUIT ALONG BAS< OF CABINETS. COORDINATE
WITH CABINET MANUFACTURER.
,2- KINKO'S APPROVED COMPUTER STAPON, CONNECT FLEX
CONDUIT THROUGH FIRST KNOCK OUTS IN THE BOTTOM PANEL
OF THE FIRST STATION, IF ADDITIONAL CIRCUITS ARE
REQUIRED. THE ELECTRICIAN IS TO BRING THEM THROUGH THE
SYSTEMS FURNITURE PANI.LS. THE ELECTRICIAN MAST PULL
THE WARES AND PROVIDE THE OUTLETS. SEE DETAILS ON
SHEET E -4. REFER TC FURNITURE VENDOR FOR ADDITIONAL
INSTALLATION INFORMATION. ALL WORK SHALL BE IN STRICT
ACCORDANCE WITH PPE N.E.C. AND LOCAL ELECTRICAL COUF
REQUIREMENTS.
3. ELC TO RECONNECT TO SAME EXISTING CIRCUIT(S).
4. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF
FURNITURE. RE-0 CONNECT POWER WHIP TO CIRCUITS IN
RECESS JUNC "ON BOX. VERIFY ELECTRICAL REQUIREMENTS OF
MODULAR FURNITURE WITH KINKO'S PRIOR TO ROUGH -IN.
5. 11300ST TRANSFORMER MOUNTED ABOVE CEILING, 208 VOLT. 1 0
IN. 240 VOLT, 1. OUT.
a HUBBELL / 3032 -IA MOTOR SAFETY SWATCH MOUNTED AT 4e
AFB• FOR DRILL..
7. PROVIDE WAREMOLD 2300 SERIES SURFACE MOUNTED RACEWAY.
SURFACE MOUNTED OUTLETS AND ALL ASSOCIATED FITTINGS AS
REQUIRED FOR A COMPLETE WORKING SYSTEM.
S. WALL MOUNTED J -BOX AT 15' A.F.F., USE FLEX CONDUIT FOR
CONNECTION TO SYSTEMS FURNITURE.
S. EXISTING DEVICES WITH THEIR RESPECTIVE CIRCUITS TO REMAIN
AS IS, NO CHANGE.
10. ROUTE UNDER FLOOR TO NEAREST WALL AND ROUTE CONDUIT
AND WIRE IN CRAWL SPACE AREA AND UP WALL AND OVER
TO PANEL. ALL EXISTING DEVICES IN FLOOR NOT USED TO
BE ABANDON, AND CAPPED FLUSH WITH FLOOR USING METAL
FLOOR PLATE.
11. FLUSH MOUNTED FLOOR BOX, DEVICE TYPE AS NOTED. TYPICAL
12. PROVIDE CIRCUIT FOR SIGN FROM AVAILABLE SPARE
CIRCUIT IN EXISTING 120/208V PANEL F.
13. PROVIDE CIRCUIT FOR DRINK MACHINE FROM AVAILABLE SPARE
CIRCUIT IN EXISTING 120/206V PANEL F.
14. ELC TO RECONNECT IN THIS RM TO SAME EXISTING CIRCUIT(S)
FROM BREAKROOM IN THIS LOCATION.
15. ELC TO CONNECT TO SPARE IN EXIST. PANEL.
NOTES:
4. ALL EQUIPMENT SHOWN IS EXISTING RELOCP TED. CIRCUIT
NUMBERS SHOWN FOR SOME DEVICES WERE TAKEN FROM
COPIES OF THE ORIGINAL PANEL DIRECTORIE 3. ALL EQUIPMENT
HAS BEEN RELOCATED WITH THE INTENT TO .2EUSE THEIR
ORIGINAL CIRCUITS. ELC TO FIELD VERIFY. ANO RECONNECT TO
SAME CIRCUIT.
2. FOR ELECTRICAL DEMOLITION NOTES SEE ARCHIT "rCTURAL
DEMOLITION PLAN.
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ANY WORK I H.TIE DRAW f" ARE NTEMNO FOR JFSLE, K**" W@
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NO FIEVIl MS. DATE:
IMM DATE 01.27.04
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ARCMREMRAL PROJECT NO 902647
F , rte,
SECTION 18010 - OENERAL PROVISIONS
= �M■'AK
SECTION 16010 - BASIC MATERIALS AND METHODS
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1.01 RELATED DOCUMENTS
1.06 COORDINATION AND COOPERAl10N
C WIRELESS
[ CABLE
L __J
PHONE
2.01
MATERIALS
I
S
A.
The General Conditions, Supplementary Conditions,
A. The contractor shall examine the xemises and satlaf�
himself of existing conditions under which he will be obligated
PATCH CORDS
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lord General Requirements apply to the Work
to operated in performing his part of the work or that
specif i this Section.
will in any manner affect the war< under the contract.
A. Conduit:
2. Types of Conduit:
1.02 �E$pNpnQN
the Contractor shall cooperate with other trades so that
the installation of all equipment r be properly coordinated.
1. Electrical Metallic Tubing: EMT, 'Thinwall'
o. Conduit, within building confines run in
A.
This Section defines the General Provisions which
8. All equipment furnished shall fit the space available, with
conduit shall in general be utilized where
concrete slabs, within outside masonry
ore common to all Sections of Division 16.
Connection, etc., in the required locations and with
permitted by Code except where described
walls, in earth fill, and exposed in wet
0
The information In the Specifications and the Plan
.
adequate space for operating ant servicing The drawings
h erein. Minimum size conduit shall be 3/4"'.
unless specifically noted otherwise.
areas shall be galvanized steel heavy
wall or IMC. Couplings for conduit run
.
D►owinQs care tusic facts to follow in determ ining
are generally diagrammatic and indicate the manner and method
of the installation while the specific and fixture list
fiXtL list
In p con crete shall be Concrete
a reasonable and competitive rice for the
disciplines intended. The rawin s and
g
d n
denote the type and quality of mat and
2. Heavy -wall steel conduit and I.M.C. shall be
either hot dipped alvanized or sherardized.
PP 9
tight.
Specifications do not necessarily indicate or
describe each item necessary for the full
be used. Where a conflict exists between the ar g
and the specifications, the Contractor shop �
P promptly notify
3. Flexible conduit shall be Greenfield type
b, Conduit run exposed or outdoors shall be
galvanized steel heavy wall or IMC with
performance and completion of the particular work
the may be bidding. Theie documents
the Architect whose decision shall be final. No allowance
will be made subsequently in this c on behalf of the
t
except,
P ' where exposed to oil ' grease, or
water - conduit shall be 3ealtite.
waterti fil lin g s and boxes.
g
contractor
Contractor after award of the contract.
provide the general intent necessary to inform the
c. Conduit run in dryy areas within building
contractor of the Owner's desire for the systems
1.06 GUARANTEE
4. Conduit shall be as manufactured by Allied,
confines shall be EMT, except where
required for Electrical. Contractor shall visit the site
Triangle or approved equal.
specifically noted otherwise or
prior to bidding to become familiar with the existing
conditions under wnlch the work shall be performed.
A. Provide one year guarantee for all fixtures,
5. Provide expansion fittings fo- conduits
prohibited by local codes. Dry areas
are inside partitions, ceiling cavities.
Failure to inspect ;he site will not considered justification
equipment, and workman 3hi p. materials upon final
acceptance by Owner. Any defecti re material or
crossing expansion joints.
above grade slabs, and areas not subject
for an adjustment in contract price or failure to perform
the work under this contract.
faulty workmanship shall be replaced without cost
6. Conduit Fittings:
to damn e
g '
to owner.
3. Provide full size ground wire in all conduits, PVC
C.
Work Included:
a. Rigid: Threaded.
or Metallic. Were the drawings do not identify
2.01 PROTECTION
the size of the equipment ground wire, it shall
1. All electrical work herein specified and /or
b. Thin -Woll: Compression Type.
be the some size as the phase conductors.
shown on drawings unless noted otherwise.
A. The contractor shall be responsible far protecting
all equipment and systems cgamst harmful
c. Flexible: Connectors sholl be compatible
exposure. or accumulotion of dust /moisture,
with flexible conduit used.
B.
Boxes, outlets and cabinets:
2. The Electricai Drawings and Specifications
flooding, corrosion, or other forms of damage.
shall be understood to cover complete
Clean and restore damaged finijhes and equipment
7. Provide bushing and locknuts for all conduit
1. Install equipment and materials in a neat and
operating systems. The Drowings and
to place installation in a like -ne%% condition.
entries to boxes.
workmanlike manner and align, level and ad�'ust
Specifications are to be torten together
for satisfoctory c erotion. install equipment so that
Work specified and not shown, or work shown
2.02 INSTM LATION /APPUCATION/PWORMANCE/ERECTION
oil parts are easily accessible for inspection, operation,
and not specified shall be performed or
maintenance and repair. Provide the design, fabrication,
furnished as though mentioned in both
A. Application, Installation:
B. Wires and Cables:
and erection of supplementary structural framing
Drawings and Specifications.
required for attachment of hangers or other devices
1. No measurements of a Drawing by scale shall
1. Unless specifically noted otherwise, all
supportingg electrical equipment. Rigidly mount all
3. Minor items and accessories reasonably
be used as a dimension to work by. The
wiring shall be installed in conduit.
boxes and provide with suitable screw fastened covers.
inferred as necessary to the complete and
drawings are not intended to show complete or
Plug open knockouts or holes in boxes with suitable
proper operation of any system, shall be
accurate details of the building in every
2. All wire shall be type THW or THWN copper.
blanking devices.
provided by this Contractor or Subcontractor
respect. Exact locations and relations are
No aluminum conductors will be allowed.
for such systems.
to be defined in the field and shat' be
2. Center all outlets with regard to paneling, furring,
satisfactory to the Architect /Engineer. This
3. Wire smaller than #8 shall be solid: #8 and
and trim. Symmetrically arrange outlets in the room.
Contractor shall take all field measurements
larger, stranded.
Satisfactoril correct outlets improperly located or
and shall be responsible therefore.
4. Cable
installed. Repair or replace damaged finishes.
D.
Descry lion of S y s tem:
P Ys
2. Compare Drawings and Specifications, checking
and wire shall be as marufactured by
Triangle, General Cable, Canada or Carol.
Set outlets plumb and extend to the finished surface
of the wall, ceiling or floor without projecting beyond
all measurements and determine intent of
same.
1. Compete power wiring to main disconnect
switch, pane's, motorized equipment, motors,
Contract Documents. Discrepancies shall be
brought to the Architect /Engineer's attention
C. Color Coding Color coding shall be used
throughout the entire electrical system. °rovide
C.
Fire and Smoke Partition Penetrations:
equipment cabinets, and miscellaneous
outlets.
for interpretation prior to any installation.
industry standard color coding for the vol•ages involved.
3. The right is reserved to make any reasonable
Control wiring shall be numbered for easy identification
of terminal points. Number terminal blocks accordingly.
I. The Contractor shall familiarize himself with ail
fire rated construction and install his work so as to
2. General wring for power, lighting, and
change in location of outlets and equipment
maintain the integrity of the fire code rating. Maintain
miscellaneous systems.
prior to roughing - in without involvin
D. Outlet, Pull end Junction Boxes: Outlet, pull and
rating of fire rated and smoke rated construction.
3. Materials and equipment for electrical work.
additional expenses. Any change from he
Electrical Drawings as is necessary to make
junction boxes shall be 12 gauge, or heavier,
steel with removable knockouts. Boxes shall be
Sleeves sholl be steel or pre - manufactured sleeves
similar to Pipe Shields, Inc., for bare pp through fire
4. Electr ?c service -end distribution.
the work of this contractor conform to the
building as constructed and to fit the work
as manufactured by Appleton, Steel City
or Roca. Size boxes as required for the intended
walls and floors, model WFB, DFB or QDFB. For plastic
Pipe, use type WFB with one inch thick calcium silicate
5. Mctor and eq- .Apment wiring, including
of other , shall be included in
Contractors Contract and installed without
duty, minimum size as required by the National
Electrical Code.
insulation encased in metal sleeve extension two feet
either side of fire rated walls or floor. Seal annular
stcrters if required.
extra cost.
space around conduits. For fire and smoke rated
6. Genera' and emergency lighting and power
4. Coordinate staging of material with building
E. Receptacles:
floors, walls and partitions, use UL listed material
that maintains fire rated wall and floor integrity, similar
systems.
management representative at time of bidding.
1. Receptacle sholl be located as shown on the
to RTV foam, Dow Corning Fire Stop or Pipe Shields,
7. Telephone back boxes and empty conduit.
P P Y
Drawings and at the heights specified or
Indicated. Receptacle and power outlets
Inc., model WFB, DFB, or QDFB. For non -rated walls
and partitions, use mineral or glass fiber insulation.
203 FIELD QUALITY CONTROL
shall be of the grounding type specification
8. All other equipment, material, devices,
Testing:
grade and as manufactured by HUBBELL, General
accessories required are: / or shown on the
A.
Electric, Pass alt Seymour. Eagle or Leviton.
crowings.
Receptacle shall be White.
1. After wires are in place and connected to
devices and equipment, the system shall be
SECTION 16700 - COMMUNICATIONS
E.
Related work to be completed by others:
tested for shorts and grounds. All hot wires,
F. Receptacle Plates:
1.01
DESCRIPTION
if shorted or grounded, shall be removed and
1. Telephone system wiring.
replaced.
1. Plates in finished areas for switches and
A. Work included:
Computer system wirin
2. Com P Ys g•
2. All meters, instruments, cable connections
receptacles shall be white. Identify all dedicated
circuits with a laser printed adhesive label indicating
1. Empty backboxes and conduit shall be
3. Television system wiring.
equipment, and apparatus necessary for making
all tests, shall be furnished by this
panel and circuit number.
furnished and installed b Electrical
4. Temperature contro�s and thermostat wiring.
Contractor at his own expense.
G. Electrical contractor shall provide all elbows,
Contractor.
2.04 ADJUST AND CLEAN
connectors, etc., and install outlets complete.
2 01
ET'
TELHONE S'fSiEM /OOMPUTER SYSTEM
F.
Definitions - As used within the Contract
Document:
A. Cleaning Equipment, Completed Work and Premises: 3.01
PREPARATION /INSTALLATION /APPUCATION
A. Telephone System Grounding Conductors: Furnish a
AWG, from
1. The term "Contractor" shall be understood to
After the completion of all installations, each
system shall be thoroughly cleaned to remove all
A. Conduit:
copper grounding conductor each
relephone service equipment to respective
mean the Electrical Contractor or Electrical
paint, oil and other foreign material. Contractor
electrical service grounding electrode system.
Subcontractor.
shall also clean all foreign point, grease, oil,
1. Insiollation - All conduit shall be sized in
B. Telephone /Computer Conduit Sys Furnish as indicated on
2. "Circuitry' "Wiring or 'ring` sholi mean any
dirt, labels ana stickers, etc., from all
fixtures, equipment, etc. The Contractor shall
accordance with the N.E.C.:
the Drawings, including the following:
electric work.
remove all rubbish, debris, etc., accumulated from
a. Conduit to be run exposed in unfinished
.
1 Telephone service conduits for underground
his operations from the premises.
areas such as mechanical and electrical
G.
Permits:
room used as electrical closets. All
service.
1. Obtain all permits and Fay all fees required
2.05 APPROVALS
other conduit shall be concealed.
2. Other conduits as indicated on the Drawings.
for the complete electrical system
A Obtain all p ermits and approvals from the
b. All conduit and wiring shall be
Furnish #14 AWG soft iron pull wire or heavy
nylon cord in each conduit for pulling the
governing bodies which have jurisdiction over this
d
concealed wherever possible. Where
telephone cable to each termination point.
1.03 QUALITY ASSURANCE
project.
conduit and wire canna{ be concealed,
obtain direction from the Architect. No surface
3. Outlet boxes with a conduit stubbed into
A.
Qualifications:
2.06 IDENTIFICATION AND TAGGING
mounted conduit, wiremold or p ower poles
P P
accessible ceiling spac with pullwire for
ac
1. Meteriais and a ui men'. shall be new and
q P
A. Identification of distribution switches or circuit
will be acceptable, unless specifically
indicated on the drawi
drawings
cabling y others. Provide separate dedicated
conduits for P.O.S. lines. (Do not shore with
shall conform to N.E.M.A. and Underwriters
Labo•atories 'UL) standards lards in every case,
breakers individually mounted or of panelboards
shall oe by means of engraved lamacold nameplates
C. All exposed conduits shall be run
other telephone or data lines.)
where such standard has been established.
All equipment of similar type shall be of the
permonently fastened w on the front face of the
hhousing, showing 1/4 high white lettering on a
parallel to or at right angles to
structural members. Carefully coordinate
C. No electrical conduits or power wiring shall pass over
the telecommunications closet and except for
same rranufocturer.
block background. Provide all panelboards with
exact routing with the Architect's
panels,
delecommunicotions room light fixtures.
typewritten directory.
representative, in the field, prior to
B.
Requirements of Regulatory Agencies:
2.07 SLEEVES
any installation.
3.01
INSTALLATION
1. Ali electrcco! work shall be in accordance
with the National Electrical Code (N.E.C.),
A. Provide sleeves in walls and `loor slabs for the
d. All conduit shall be independently
A. Furnish and install conduit system as shown.
Ys
current edition, and any amendments to the
Passage of all conduits, popes and ducts
supported from the building structu,e.
Cabling and final connection to be by the
National Electrical !.ode made by the local
Installed. Sleeves shall be set in place in
time.
Conduit shall not be suspended from
owners subcontractor. The system shall consist of
telephone /data outlets in locations as indicated,
Code Officials.
sufficient ahead of concrete work, so as not
ventilating ducts, mechanical piping,
to delay that work.
suspended ceiling grids, or their
branch conduits, and all accessories
2. Where applicable, all fixtures, equipment and
hangers.
complete
q te company P
materials shall be as approved or listed by
2. CUTTING AND PATCHING
installation.
the following agencies:
e. All conduit shall be mechanicalty and
A. Pe-form all cutting and patching required to
electricallyy continuous from outlet to outlet
a. Factory Mutual Laboratories.
complete the Work, except where specifically shown
and box to box. Secure conduit fittings at
b. National Fire Protection Association.
on the Architectural or Structural Drawings.
Patching shall match existing and shall be
all enclosures and junctions.
SECTION 16800 - TELEVISION
coordinated with Owners representative.
1.01
DESCRIPTION
C. Underwriters Laboratories, Inc. (UL)
d. Notional Electrical Manufacturers
A. Work Included:
Association, (hEMA)
1. Empty backboxes and conduit shall be
e. Americans with Disabilities Act (ADA)
furnished and installed by the Electrical
Contractor.
2.01
TELEVISION SYSTEM
A. Television Conduit System: Furnish as indicated
on the Drawings, including the following.
1. Television service conduit for underground
services.
2. Other conduits as indicated on the Drawings.
Furnish X114 AWG soft iron pull wire or heavy
in for
nylon tort: each conduit pulling the
television cable to each termination point.
3. Outlet boxes with a 3/4' conduit stubbed into
accessible ceiling space with pullwire for
cabling by others.
3.01
INSTALLATION
A. Furnish and install conduit system as shown.
Cabling and final connection to be by the Owner's.
subcontractor. The system shall consist of television
outlets in locations as indicated, television branch
conduits, and oil accessories required by the
Owner's cabling company for complete installation.
ELECTRICAL SPECIFICATIONS
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ATA OU)Z U A . RECEPI. IO ST. LOUIS, M 63127
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AW. THE V-R)PUn' OF PI IN4`5 WC ANC) SH& t NOT IV JISVLAVED 'N
AW MAMNEFT JR L;5W ON Vu OTTlA WORT( ETLCJFT !r W4TTtA
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SIJCM 9V CoOVlJbIW 1161TM0R1Ta
ISSW DATE 0127.01
SPACE PLAN DATE. 11.16.03
DRAWING TITLE
ELECTRICAL SPECIFICATION
AND DETAILS
DRAWMIG NJMKFI.
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DATA COMMUNICATIONS LEG
SYMBOL DESCRIPTION
!� SIMPLEX CABLE OUTLET -(1) LEVEL 5 CABLE SINGLE SPACE
I FACEPLATE
DUPLEX CABLE OUTLET -2(2) LEVEL 5 CABLES, 4 SPACE F A
(� 0
TRIPLEX CABLE OUTLET (5) LEVEL 5 CABLES, 4 SPACE FAC pg 7 7 WA TSON R OA D
3"T. LOUIS, MO 63127
FOURPLFX CABLE OUTLET (4) LEVEL s CABLES, 4 SPACE FA PROJECT MANAGERS
SIMPLEX CABLE OUTLET -(1) LEVEL 5 CABLE, 4 SPACE FACE SEAL
FIXTURE MOUNTED =` �Y'KtIr,91�' p I.
DUPLEX CABL E OUTL ET (2) LEVEL 5 CABLFS 4 SPACE FAC# cr
FIXTURE MOUNTED
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TRIPLEX CABLE OUTLET -(3) LEVEL 5 CABLES, 4 SPACE FA
FDCTURE MOUNTED I
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CL .v7 7 ; CIO CABLE OUT LET -(4) LEVEL 5 CABLES, 4 SPACE F "./
FIXTURE MOUNTED
CO. SU LTAN(; ENGINEER
SIMPLEX ;;ABLE OUTLET -(1) LEVEL 5 CABLE, 4 SPACE FACE
FLUSH FLOOR COVERPLATE
® DUPLEX CABLE OUTLET -(2) LEVEL 5 CABLES. 4 SPACE FACE
FLUSH FL COVERPLATE
TRIPLEX CABLE OUTLET -(3) LEVEL 5 CAPES, 4 SPACE FA
FLUSH FLOOR COVERPLATE
® FOURPL EX CABLE OUTLET -(4) I EWL 5 CABLES, 4 SPACE F
W' FLUSH FLOOR COVE RPLI I E ARCHITECTURAL P ROJEC' NO 902647
J BOX FOR DATA CABLEING
0 POWER POLE
IQ-- POS POS DATA LINE OUTLET LOCATION
54' MOUNTING AEIGHT MOUNT AT 12" AFF UON
- J - BOX =0R SECURITY SYSTEM
> NOTE: Ca:, I 1 PROVIDE DEDK:ATED OR SEPARATE CONDUITS FOR ALL POS DATA LINES
I DO NOT SHARE WITH OTHER TELEPHONE OR DATA ONES.
2 PROVIDE JUNCTION BOX (PULL BOX) FOR EVERY 7 WO 90 DEGREE TURNS
IN CABLE: CONDUIT AND FOR FIXTURE WIP CONNECTIONS
3. ALL CABLE CONDUIT SHALL BE A MINIMUM OF 3/4' DIAMETER
4. ALL CABLE CONDUIT UNDER SLAB SHALL BE A MINIMUM OF V DIA
CONDU fT.
6 PROVIDE 3 4' DIAMETER CONDUIT FOR CABLE RUNS OF 4 CABLES OR
LESS N
6. PROVIDE 1' DIAMETER CONDUIT FOR CABLE RUNS OF BETWEEN 5 AND 10
CABLES 4Q
7. DO NOT BUNDLE MORE THAN 10 CABLES IN ANY ONE CONDUIT
8 TERMINATE ALL CABLE CONDUITS INSIDE WALLS IN CLEAR AREA 6' ABOVE
CEILING.
9. REFER TO KINKO'S BRANCH NETWORK CABLING STANDARDS, TWELFTH
-- EDITION, FEBRUARY 2001 FOR ADDITIONAL INFORMATION AND STANDARDS
U)
10. VERIFY ALLOWED USE OF REGULAR CABLE IN PLENUM SPACES WITH (1s
LOCAL CODE OFFICIALS PROVIDE PLENUM RATED CABLE WHEN REQUIRED W co
BY LOCAL AUTHORITIES PROVIDE COND FOR CABLE RUNS WHEN
REQUIRED BY LOCAL AUTHORITIES �
1/ PROVIDE 2'' DIAMETER CONDUIT FROM THE EXISTING TELEPHONE
a)
SERVICE ENTRY TO THE TELECOM CLOSET FOR INSTALLATION OF THE Q
TELEPHONE SERVICE LINES INTO THE TELECOM CLOSET >
12 ALL CONDUIT AND J -BOXES TO BE PROVIDED & INSTALLED BY THE . 0
GENERAL CONTRACTOR
13 PROVIDE J -BOXES AND CONDUIT INSIDE AND UNDERNEATH FIXTURES FOR
CABLE RUNS AFTER INSTALLATION OF FIXTURES PROVIDE FLEXIBLE WIP d
FOR CONNECTION TO WALL J -BOX. c �
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''•INS DRAWING WAR DREPA;60 FOR USE ONA BPLC*IC*%AT
Tukwila, WA
"()wl'EMPOHANtOUSLY WITH - 69M DATE
01.27.04
A VO 1• y rN1 AAMABL.E MR OF ON A 'AF"WNT PqQ; FM SM OR AT
A; ATFR TIME U/E OF THIS DRAIPNO Fat 0Wrr IPAM 711 EXAMOI r
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NO REVISIONS DATE.
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BID 1 03.10.04
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A; ATFR TIME U/E OF THIS DRAIPNO Fat 0Wrr IPAM 711 EXAMOI r
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NO REVISIONS DATE.
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PERM rT 01.27.04
BID 1 03.10.04
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MAR 1 8 2004
966"T ! ' emu
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SYMBOL DESCRIPTION
EXISTING EXTERIOR CON9TNIJCTtON TO REMAIN
Ti ^.�7.77TrlTA DUSTING I NTERKNi OONSTRUC'T10N TO RBAA
MI M I= EXISTING NTERIOR 1 FIR RATED WALL CONSTRUCTION TO
pEMAiN OONTRACTOR SHALL NOT DIMIN RATING OF WALL
EXISTING NTERIOR 2 HR RATED WALL CONSTRUCTION TO
REMAIN OONTRACTOR SHALL NOT DIMINISH RATING OF WALI.
= _ = : EXISTING CONSTRUCTION TO BE REMOVED
EXISTING DOOR TO BE REMAIN
EXISTING DOOR TO BE REMOVED
DEMOLITION NOTES:
1. DO NOT REMOVE ANY STRUCTURAL WALLS (LOAD SEARING OR SHEAR
WALLS) OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY NOTED
TO BE REMOVED NOTIFY KINKO'S AND THE ARCHITECT IF ANY STRUCTURAL
ELEMENTS ARE DISCOVERED AND NOTED TO BE REMOVED AND NOT NOTED
AS STRUCTURAL ELEMENTS.
2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY T HE KINKO'S CM OF ANY
CONCEALED OR UNKNOWN CONDITIONS•
3. REMOVE EVERYTHING AS IDEN; IFIED AND DESCR BED TO PROVIDE A
COMPLETE OPEN SHELL READY FOR NEW CONSTRUCTION COORDINATE
ALL DEMOLITION QUESTIONS THROUGH GENERAL CONTRACTOR.
4. ALL DEMOLTTIO N SHALL BE CARRIED OUT IN A SA =E MANNER AND 1 N
STRICT ACCORDANCE WI - H OSHA REGULATIONS
5 THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF r3EMOI ITION THE
WORK INCLUDES. BUT IS NOT LIMITED TO. THE DEMOL T0N AND REMOVAL.
OF WALLS, FLOORS FLOOR FINISHES. CEIUNGS, BU;LT -iN COLNTERS.
COUNTERS AND CABINETS. DISPLAY COUNTERS. BULKHEADS. DOORS,
FIXTURES, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING
CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR A,c REQUIRED FOR
THE INSTALLA ION OF THE NS'V WORK FOR A COMPLETE ,NAB
6. WHEN U 111ITIES ARE REMOVED, CAP AND SEAL A MiN'IMUM OF 8" BELOW
FINISH FLCXiP OR A MINIMUM OF 6 ABOVE FINISH CEIL;4G.
NOTE:
GC TO REMOVE ALL PARTI[TIONS COMPLETELY AS SHOWN UNLESS
SPECIFICALLY NOTED OTHERWISE. ALL EXISITNG SOFFITS TO REMAIN.
PATCH REMAINING SURFACES TO MATCH EXISTING AND PREPARE FOR
NEW FINISHES AS SCHEDULED
NOTE:
ALL COLUMNS ARE TO REMAIN GC TO PATCH AND REPAIR AS
REQUIRED. PREPARE ALL SURFACES TO RECEIVED NEW FINISHES AS
SCHEDULED.
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- 46 DRAW SG'NAS - `I*PM#0 rON UI* ON A SPECIFIC SITE AT
Tukwila, WA
mWlimm-1%EOUaIY NRH'TtMIA ORATE
01.27.04
A r y NOT WTA&E Lai UBF ON A 7-FlW*?TT PROJFCT SM OR AT
, ATFP rW W Or raft IRAN 43 FUR RFFf4FTICF UP MAW, i.
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3%1 i AND NOT FOR UW A CONS'pUC, ON UM FSS APPNMtC AS
SUCH BY 011#190001111 A1/TV40W ES
NO REVISIONS DATE.
PERM T 01.27.04
1 OWNER'BID 00.1
3 OWNER'CFTY REVISIONS 08.11.04
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SPACE PLAN DATE 11.18.
DRAWING T nE
DEMOLITION FLOOR PLAN
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ASST. MANAGER
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AS NECESSARY PRIOR TO ANY WORK BEI DONE
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20
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20 I 1 • A 2 BOOM ELECTRIC 1 1A ~—�
1 NEW 4TER +OR FULL HEIGHT WAU. 3 5/i METAL STUDS #D 16
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1 I M *2 p.0 ONE LAYER 5/8' TYPF X GYP BOARD EACH SIDE
20
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10 ' - _ _ ----- '
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01.27.04
03.10.04
8 ANY NEW M70F OR WALL "ENETRATIONS SHOULD BE APPROVED BY AND
CI "` O
FURTHER COORDINATED W'TH KINKO'S CONS I HU:T�ON � PROJECT MANAGER
A I:
AS NECESSARY PRIOR TO ANY WORK BEI DONE
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ACCESSIBILITY NOTES:
Opl �JQN
1 NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL SHALL BE
ALL
SLOPES
2. SHALL NOTE EXCEED 1:20 UNLESS A RAMP IS PROVIDED.
3. RAMPS SHALL NOT EXCEED 1 12 SLOPE.
I 4. CROSS SLOPES SHALL NOT EXCEED 2%
NOTE:
_ _ _ _ _ _ _ I PROVIDE BLOCKING IN ALL WALLS
AS REQUIRED FOR EQUIPMENT
FiXTURES. GRAPHICS, ETC.
RE. 17'A -6 8 1 A-31
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NOTE:
G C. TO INSPECT ALL WOOD
FLOORING FOR REPLACEMENT
AFTER THE REMOVAL OF EXIS1
FINISHES
42`0 12'-5 1/8 8 6 1 /8” A r-8 3/8'
-- - -- ' 150' -0" i 1
-"'*� FLJOOR PLAN
3/16' = 1'-0''
0 2' 4' 8'
SCALE: 3/16" = I '- 0'
'i •
GENERAL NOTES:
1 FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. IMMEDIATELY
FIDE
�H0-NO* ., ! NOTIFY KINKO'S & ARCHITECT IN WRITING OF ANN DISCREPANCIES
L.
2. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE
3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON
THE CONSTRUCTION DOCUMENTS DO NOT SCALE
ell 4. REFER TO REFLECTED CEILING PLAN SHEET A -2 FOR SOFFIT AND LIGHTING
6. R I =1-tH TO SCHEDULE SHEET A-4 FOR LEGEND, DOOR AND WINDOW
SCHEDULES AND TYPES.
S. KINKO'S CONSTRUCTION PROJECT MANAGER SHALL BE NOTIFIED OF ANY
INCONSISTENSIES OR DISCREPANCIES WITH PLANS IN RELATION TO
EXISTING FIELD CONDITIONS.
6 ALL NEW INTERIOR DOORS SHALL BE LOCATED SO THAT THE HINGE SIDE
IS 4 FROM, FACE OF NEAREST WALL UNLESS NOTED OTHERWISE
T ALL EXTERIOR GLAZING IS EXISTING UNLESS NOTED OTHERWISE
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01.27.04
AYJ R O NUT SPTASLE KIN JUSC ON A '11IFFERMT PII0JIMY SITE DRAT
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•-V TIE PROPFRTY Ot K94ill W Al SK4, L NOT K DWLAYED w
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NO. IEb190NS DATE.
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01.27.04
03.10.04
)VVNER.'CtTY REVISIONS
)WNER REVISIONS
06.11.04
06.17.04
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SPACE PLAN DATE 11.18.00
DRAWING T TLE.
DIMENSIONED FLOOR PLAN
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W FXIS'TING STORE CHOOSE FROM L IKE EXOTING
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a / 3/16 = 1' -0"
o r 4 ea
$CALL: 3/16' 9 C-0"
1ahpr-,
fNT" —
4, M%I � � FOR
E
CODE
APPROVED
A p g 2004
Of Tukwila
BUILDING DIVISION
1 ,
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10877 WATSON ROAD
5T. LOUIS, MO 63127
PROJECT MANAGER
SEAL
$ a Rmn, m ED r 0
ARCHIT A o 8
a c o .�
RALP SH W ` x
STATE 0 ' SMI GTON L LLJ CO)
J
. -UN 15 2
If CONSULTING ENO**"
v
ARCH11TECrURAL PROJECT NO: 902847
d
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BRANCH NO SITE ID NO: PROGRAM
5173 972624 REM
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'46 DRAWING WAS OWAREJ -1011 U& ON A SPECK SrrE AT
Tukwila, WA
ON'tMPOmkt:OU8LY MN • T3 MOUE OATF
01.27.04
A. W 1* S Wl 569191E i'OR UIW ON A OIFTVffW PR0jMT SfTE OR AT
A tA/FR TNK UK O° T MAWAQi FOR MffFWN-;t OP EXAYP E
:)b AN?TI*q P006W RpU11E31)4E SUMCES OF In OPEAIv
:�Iis-O ARQ• 1�',T9 aTe EMtilk+s %rPA0DUCTI0N OF T1•15
)MWM7"Nn14F ON Amu"" PRWECT IS NOT AUT"O"WIM AND
5 CON TFARY IO i t* AN WFSk ;wAWWW AND SPM FIG,TgN9
A-W "-f PROPfiT OF KWDS oW AND SWN I NOT HE OW -AVEO w
A N\ I "PO 14 OR USED ON A111r CYrHM A OW EXCEPT BY Wn
AOF EN WITH KNO"S NC AWrMI N UNEdSION'VAKE
arFFrFPku OWNWALED OWNSK)NSANb841A.I RFVEFWfOON
- -E JOB S 7 _ K%KOrS INC B TO EL 407 rfXD * VMTNG OF AW
- 1AO ANC .'$ N OWNS DNS PRIOR TO "* COLSENCEMM7 OF
A'W WON. 'h ESE UHAO 4GS ARE INT94M FOR DESIGN R A*K)MS
ONO v 4W NOT FOR USE IN CONS -'RL CTIOM L%t HIS APPROV FD AS
suc►, avooy" WINGA1m,oNTES
NO REVISIONS DATE.
PERMIT 01.27.04
1 OWNER BID 03.10.4 '
2 FIXTURE PLAN REVISIONS 04.19 04
3 OWNER REVISED SPACE PLAN 08.11.04
4 OWNER REVISIONS 08.17.04
sm GATE. 01.27.
SPACE PLAN DATE. 11. ta.ov
DRAWING T'TLE
EQUIPMENT /FIXTURE/FURNITURE
PLAN
DRAWING NUM9ER
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A -3.0
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a / 3/16 = 1' -0"
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$CALL: 3/16' 9 C-0"
1ahpr-,
fNT" —
4, M%I � � FOR
E
CODE
APPROVED
A p g 2004
Of Tukwila
BUILDING DIVISION
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10877 WATSON ROAD
5T. LOUIS, MO 63127
PROJECT MANAGER
SEAL
$ a Rmn, m ED r 0
ARCHIT A o 8
a c o .�
RALP SH W ` x
STATE 0 ' SMI GTON L LLJ CO)
J
. -UN 15 2
If CONSULTING ENO**"
v
ARCH11TECrURAL PROJECT NO: 902847
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cm dY
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BRANCH NO SITE ID NO: PROGRAM
5173 972624 REM
STIPULATION FOR REUSE
'46 DRAWING WAS OWAREJ -1011 U& ON A SPECK SrrE AT
Tukwila, WA
ON'tMPOmkt:OU8LY MN • T3 MOUE OATF
01.27.04
A. W 1* S Wl 569191E i'OR UIW ON A OIFTVffW PR0jMT SfTE OR AT
A tA/FR TNK UK O° T MAWAQi FOR MffFWN-;t OP EXAYP E
:)b AN?TI*q P006W RpU11E31)4E SUMCES OF In OPEAIv
:�Iis-O ARQ• 1�',T9 aTe EMtilk+s %rPA0DUCTI0N OF T1•15
)MWM7"Nn14F ON Amu"" PRWECT IS NOT AUT"O"WIM AND
5 CON TFARY IO i t* AN WFSk ;wAWWW AND SPM FIG,TgN9
A-W "-f PROPfiT OF KWDS oW AND SWN I NOT HE OW -AVEO w
A N\ I "PO 14 OR USED ON A111r CYrHM A OW EXCEPT BY Wn
AOF EN WITH KNO"S NC AWrMI N UNEdSION'VAKE
arFFrFPku OWNWALED OWNSK)NSANb841A.I RFVEFWfOON
- -E JOB S 7 _ K%KOrS INC B TO EL 407 rfXD * VMTNG OF AW
- 1AO ANC .'$ N OWNS DNS PRIOR TO "* COLSENCEMM7 OF
A'W WON. 'h ESE UHAO 4GS ARE INT94M FOR DESIGN R A*K)MS
ONO v 4W NOT FOR USE IN CONS -'RL CTIOM L%t HIS APPROV FD AS
suc►, avooy" WINGA1m,oNTES
NO REVISIONS DATE.
PERMIT 01.27.04
1 OWNER BID 03.10.4 '
2 FIXTURE PLAN REVISIONS 04.19 04
3 OWNER REVISED SPACE PLAN 08.11.04
4 OWNER REVISIONS 08.17.04
sm GATE. 01.27.
SPACE PLAN DATE. 11. ta.ov
DRAWING T'TLE
EQUIPMENT /FIXTURE/FURNITURE
PLAN
DRAWING NUM9ER
' t
A -3.0
I
II 4 1
- - --
e
r.-- ..- +.�w..... r.... �.r -+w a... �..�._ ..��.__._....- �a�•_-- !•.M..s.. wlFaiY tr..... _..._ _. ,. -��..� _�__ __• ...! +a ++11�- .i._.- ._...... ..++ -3.f �.i.n.i►.r._.- .a._... _- �t�i.t �La ✓,.Z _�. - "" ���"�.rr.`�
WINDOW SCHEDULE
MARK TYPE FRAME (WING
1 1 METAL 1/4" TEMPERED GLASS
WINDOW TYPES
FINISH OPENING DETA -- sin FINISH
WIDTH HEIGHT HEAD JAMB SILL
13iA8 1
4'-0" 4' td' JiAB.I SW, 15 /A8 1
b -
a
�
a
TYPE "1 4
0
OPTION A (NOT USED)
SIOfttfKUN I * /VU 1
HOR!,'ONTAL MULLION
A iL Ill
o
o I
M
A V'
OPTION B (NOT USED) OPTION C
SskrKb k'UN I Vr•, I,JN,1U.,.TAL S -UkL1 KJN. WITH HORIZONTAL
MULLION A' 30" OR GREATER MULLION AT LESS THAN 30"
STOREFRONT GRAPHICS
Z1\
side on wall. Paint plywood PT -13 g -- - - - -- - -- _ _
16 1 1 4"
Handling FL -9 B-8 PT -13 CT 1 '*PT -15 17 NOT U D L'_� -
Existing Break Room FL -9 B PT -13 CT -1 *PT -15
18 - 1 "' 15 O ,9,
Existing CPC CP - or 16 B PT - CT -1 *PT - 19 5 EXIST. D SC. WOOD 3' -0' 7'0 1 3/4' - -• - PT 15 NOTES 1,5
20 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST EXIST EXIST EXIST PT 15
21 EXIST. EXIST. EXIST. EXIST EXIST. EXIST. EXIST EXIST EXIST. EXIST PT 15
22 EXIST EXIST. EXIST EXIST. EXIST. EXIST EXIST EX EXIST. EXIST PT -15
SEE 1 /A -3.1 FOR DELINEATION OF SPECIALTY FINISHES & COLORS NOT NOTED ON -_ EXIST EXIST EXIST EXIST EXIST. EXIST EXIST EXIST EXIST. EXIST PT ,s
24 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST. EXIST PT -15
SCHEDULE. -- -
25 EXIST. EXIST. EXIST. EXIST EXIST. EXIST. EXIST EXIST. EXIST. EXIST pl 15 '
FOR CEILING HEIGHTS SEE SHEET A102, REFLECTED CEILING PLAN. 26 1 METAL E EXIST 3' -0' T -0' 1 3/4" 11A8.1 2 1 *0 PT -15 NOTES 1.8,9.10
*PT 15 (USE WITH SW "KEM BOND HS (B50Z SERIES)' PRIMER, IF NO FACTORY PRIMER
27 METAL E EXIST. T -J� 7'-0' 13/4 1IA8.1 2IA8.1 ** PT-15 NOTES 1,8.9.10
28 OT
30 EXIST EXIST EXIST EXIST EXIST. EXIST. _
31 3 METAL D SC WOODI'GLASS 3-0" 7'-0" 1 314' 1 !A8.1 2/A8.1 ** PT 15
FINISH SCHEDULE 32 2 METAL F SC W000 3-0" 7' , 3/4" , %AB , 21A8 '* PT 15
33 METAL D SC. WOOD 3AY' - r-O 1 3/4' 1;A8.1 2/A8.1 ** PT -15
A4_DET_18 SYMBOL MATERIAL MANUFACTURER MODEL NO. STYLE COLOR DESCRIPTION METAL D SC WOOD 3' o' 7 1 3/4" t /A8.1 21A8.1 ** PT 15
1/4'=1 35 1 METAL D SC. WOOD 3'4)" 7'-0" 13/4' 1,A8.1 21A8.1 ** PT -15
NOTE 1. SEE A3.1 FOR DELINEATION OF BLINDS
_ _. _. _ _ _ - -- - -- -- - -- - - -- -- - -- - -- - - -- _ - _ •* CARPET IS CONTINUOUS THROUGH OPENING
W N 11
Q : ..
_ DOOR TYPE
B-8 Vinyl Topset Armstrong 60 4" Jet Black 4" Wall Base
r
ROOM F1NI�H"SCHEDULE
3 13UTT HINGES
-
� � �
� �
�
DO O R
I EXIT DEVICE (WfALARM)
� SC
H EDULE
_
BATTERY OWRVED ALARM
Video Conf. Rm -Use for Chair
NORTON
SCHLAGE
SCHLAGE
UHI- H6501 - X AL
20 -001C
REMARKS
Area Name
Flooring
base
Walls
Ceiling
Door/Trim
Notes
MARK
TYPE
FRAME
HDWR
MA I LRIAL
-- _
DETAIL
FINISH
REMARKS
1 DOOR SWEEP
REESE
I SET WEA HERSTRIP PRE- INSTLD. ON FRAME
REESE
CP -7
Entry Mat
The Matworks
Dreadnought
Logo
ROCKWOOD
WIDTH HEIGHT (HICK
HEAD JAMB BILL
Charcoal w /KINKO'S Logo
SET D SINGLE INTERIOR DOOR - NON-RATED
-
HAGER
SCHLAGE
681279 4.5" X 4 5 2
AL53PD SAT 626
--
1
EXIST
EXIST.
K
ALUMN. /GLASS
6-0` 7'4Y'
..
-
NOTES 4,7.8.9, 10.11
606
CONCEALED FRAME
Entry
CP 7
B$
PT 13
CT -1
NA
Standard Size of Logo Matt 8' W x 6' L RE. 5/A -8.1
E
EXIST
EXIST
C
METAL
3 7'-0"
.•
-
NOTES 1 7,8,9,10,11
SW 1022
Promar 200
CP 15 Or 16
B-8
PT 13
CT -
NA
Use PT-23 On Walls as indicated on 1 /A -3 2
8
3
METAL
K
ALUMN. 'GLASS
.//���'
4 ' V T-0'•
4' A8 1 4-AB 1 3/A8.
NOTES 7,8,9,10
MATCH EX 3TOAEFR
e 0(9 00
Expre Se rvice Area
Comput Service Area
CPA or 16
B
PT -13
CT -1
NA
Use PT -23 on Walls as indicated on 1/A -3.1
4
EXIST
EXIST.
K
ALUMN. /GLASS
a o' T -0'
-
-
NOTES 4,7,x,9,10,11
0877 WA TSON ROAD
White
Wainscot w Plastic Trim To Match FRP
Corridor
CP -15 or 16
B-8
WC-A; PT -13
CT -1
*PT -15
WC-8 too be used behind drinking fountain only
5
EXIST
EXIST.
EXIST
ALUMN
8' 10'-0
-
-
EXISTING DOCK DOOR
"5T. LpU s MO 63127
I WAI L STOP ROCKW000
Existing Women's (2)
FL-9
B
WC-7/PT- 13
CT -2
_ *PT -15
Cortega Tegular
6
-7
1
METAL
C
METAL
3' -0" 7'4Y' 1 3/4'
-- -
4 1 A81 4t 3/A8 1
_
PT 15J
ITCH
TES 1,7,8,a�,1
PROJECT MANAGERS
Existing Men s (2)
Cash Office
FL 9
CP -15 or 16
B
B
'WC- 7/PT -
PT -13
CT -2
CT -1
*PT -15
*PT -15
__..
8
3,
�...
sue
Manager's Office
CP - 15 or 16
B
PT - 13
CT -
*PT - 15
-
REt31SfER D
o ARCHITE �
A -. slstant Manager's Office
- -
CP -15 or 16
-
B
PT -13
CT -1
*PT -15
- _
10
EXIST
EXIST.
J
EXIST
TO' T (7 1 314'
-
PT - 15
NOTES 1.8,9,10,11
'S ' ''
Sales Office
CP - 15 or 16
B-8
PT - 13
CT - 1
'APT - 15
11
EXIST.
EXIST.
J
EXIST
3 - 0" T - 0 13/4'
- --
PT. 1 :)
NOTES 1,8,9,10,11
r_ RALPH HA X --
-
STATE OF N YON �N
1
CPI; Office
CP -15 or 16
B
PT -13
CT -1
-PT-15
12
w
ts
Open Office Area
CP -15 or 16
B
PT -13
CT -1
*PT -15
13
NOT U
ED
a �� JjN 2
3
Use PT -23 on Walls as indicated on 1 /A -3.1
FL:II Service Area
CP -15 or 16
B-8
PT -13
CT -1
*PT -15
14
,.
EER
CONSULTWO ENGINEER
Telecom Closet
FL -7
B-8
PT-13
CT -1
*PT -15
Mount (3) 4x 8' fire -rated plywood sheets side -by-
15
1
METAL
D
SC. WOOD
3' -0' T 13/4
1'A8 1 2/A8.1
PT-'5
NOTES 1.8 ,9,10
side on wall. Paint plywood PT -13 g -- - - - -- - -- _ _
16 1 1 4"
Handling FL -9 B-8 PT -13 CT 1 '*PT -15 17 NOT U D L'_� -
Existing Break Room FL -9 B PT -13 CT -1 *PT -15
18 - 1 "' 15 O ,9,
Existing CPC CP - or 16 B PT - CT -1 *PT - 19 5 EXIST. D SC. WOOD 3' -0' 7'0 1 3/4' - -• - PT 15 NOTES 1,5
20 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST EXIST EXIST EXIST PT 15
21 EXIST. EXIST. EXIST. EXIST EXIST. EXIST. EXIST EXIST EXIST. EXIST PT 15
22 EXIST EXIST. EXIST EXIST. EXIST. EXIST EXIST EX EXIST. EXIST PT -15
SEE 1 /A -3.1 FOR DELINEATION OF SPECIALTY FINISHES & COLORS NOT NOTED ON -_ EXIST EXIST EXIST EXIST EXIST. EXIST EXIST EXIST EXIST. EXIST PT ,s
24 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST. EXIST PT -15
SCHEDULE. -- -
25 EXIST. EXIST. EXIST. EXIST EXIST. EXIST. EXIST EXIST. EXIST. EXIST pl 15 '
FOR CEILING HEIGHTS SEE SHEET A102, REFLECTED CEILING PLAN. 26 1 METAL E EXIST 3' -0' T -0' 1 3/4" 11A8.1 2 1 *0 PT -15 NOTES 1.8,9.10
*PT 15 (USE WITH SW "KEM BOND HS (B50Z SERIES)' PRIMER, IF NO FACTORY PRIMER
27 METAL E EXIST. T -J� 7'-0' 13/4 1IA8.1 2IA8.1 ** PT-15 NOTES 1,8.9.10
28 OT
30 EXIST EXIST EXIST EXIST EXIST. EXIST. _
31 3 METAL D SC WOODI'GLASS 3-0" 7'-0" 1 314' 1 !A8.1 2/A8.1 ** PT 15
FINISH SCHEDULE 32 2 METAL F SC W000 3-0" 7' , 3/4" , %AB , 21A8 '* PT 15
33 METAL D SC. WOOD 3AY' - r-O 1 3/4' 1;A8.1 2/A8.1 ** PT -15
A4_DET_18 SYMBOL MATERIAL MANUFACTURER MODEL NO. STYLE COLOR DESCRIPTION METAL D SC WOOD 3' o' 7 1 3/4" t /A8.1 21A8.1 ** PT 15
1/4'=1 35 1 METAL D SC. WOOD 3'4)" 7'-0" 13/4' 1,A8.1 21A8.1 ** PT -15
NOTE 1. SEE A3.1 FOR DELINEATION OF BLINDS
_ _. _. _ _ _ - -- - -- -- - -- - - -- -- - -- - -- - - -- _ - _ •* CARPET IS CONTINUOUS THROUGH OPENING
W N 11
Q : ..
_ DOOR TYPE
B-8 Vinyl Topset Armstrong 60 4" Jet Black 4" Wall Base
r
I 1
i
�� 1 i
O
TYPE 11 4 1 ' TYPE "5" TYPE 11
CT -2 5/8' Gyp. Board Ceiling (see Specifications) NA PT -12
-- -- NOTES:
W 1 ALL HARDWARE SHALL BE BRUSHED ALUMINUM
U - _
2. NOT USED
8 ON DOORS INSTALLED AT 1/2" OFFSET LANDINGS, PROVIDE THE FOLLOWING:TFRESHOLD: NATIONAL GUARD 324 x DOOR WIDTH
4 ENTRY'EXIT DOORS TO HAVE SIGN THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' POSTED
a Pliedades -
d 6. A FILTERED AIR RETURN GRILLE SHALL BE INSTALLED IN DOOR TYPE "5" & TYPE '15 . THE GRILL SHALL BE TITUS. MODEL 23RFL 18 X 10 -1 -26 OR
U EOUIVAIENT MOUNT GRILLE WITH THE FINISHED SIDE (FILTER ACCESS SIDE) ON THE EXTERIOR OF THE DOOR
Plledades S. NOT USED
7. DOOR HARDWARE SHALL BE OPERABLE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT FROM THE SIDE OF EGRESS
rj) CG-3 Vinyl Corner Guard C/S Group SSM -20 Pebblette Texture #x929 Oyster Gray 2' Low Profile, mount top @ 48" A.F.F._W. 8. DO HARDWARE MUST BE OPERABLE BY A SINGLE HAND WITHOUT TIGHT GRASPING. TIGHT PINCHING OR TWISTING.
W I - 9. DOOR OPENING FORCE SHALL NCT EXCEED 5 LBS AND CLOSERS SHALL BE SET SUCH THAT THE DOOR WILL TAKE 3 SECONDS OR MORE TO MOVE TO A
� Q Z POINT 3' FROM THE LATCH WHEN STARTED FROM A POSITION OF 70 DEGREES OPEN.
0 10. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 38' AFF
1 Lun Itm IED FOR EXISTING DOORS TO BE VERIFIED W'KINKO'S CPM.
FL - 7 Exposed Concrete by subcontractor NA Natural Apply recommended sealer 2 OMIT CLOSER ON THIS DOOR ONLY.
Z AL DECALS TO BE APPLIED TO THE INTERIOR SIDE OF GLAZING. -- - -- - _
0 Z FL - 9 _Vinyl Composition Tile Mannington 129 _Essentials VCT Putty 12" x 12" 1/8'
3' - TYPICAL MIN REC'J RED FOR WNDOW cc a: - 3
SIGNAGE DECALS. EXISTIN3 PANELS ARE LESS - - - - -
THAN N - IN WIDTH. SIGNAGE SHOWN FOR =
TYIPIC INS I ALLA i ION. COORDINATE WITH SITE LL
/ 7 -5 FIELD Vf RIFY AND KINKO'S CPM.
r r
_ 3 -� "t
TYP MIN 3' -8" TYP MA I COORDINATE EXACT LOCATIONS OF WINDOW
DECALS WITH SITE AND KINKO'S CPM.
1 - - B 1 ^ 10 !
->\ '\ - -- - - I400t,' - KINKOS ., i.;,. 1 - - +% 5
� , ` 0111 9 st..o.• . to •, : i
WOW irAm 0 t ao�• "ro I TYP BOTH
i : - - - . - two u.• 1 i
sf _. _ !w •An I DOORS .
Ni
, " 2 FadEX ..�.. �.'a..
�
I- -„ VsrT OUR one __ ONS - k �I
'3 - - 11 W34 ANY STREET (24 HOURS) 'r� k I n O S kin k V s
-� -- , SOLIC'TMIG 78 ANY STE
RET * . Ocw 24 •iours _ _ -�--- -- -- --
�� Aar V ILA9lE 12 258 ANY STREET - - - . _ , 'VP
4,
} __ ■
E Q. EQ. 1/ �► E°. �► y EQ. EQ. y 570.
WINDOW TINT WT -15. RE: 'b/A-
K E YN (i 4
1. 1 -800- 2- KINKOS /www .kinkos.c orn DECAL
2. FedEx DECAL
3. CREDIT /CHARGE CARD DECAL
4. NO SOLICITATION AND NOTARY SERVICES AVAILABLE DECAL
5. HOUSE MARK DECAL
6. OPEN 24 HOURS DECAL
7. HANDICAP DECAL
8. BRANCH HOURS LETTERING
9. CLOSED
10. VISIT OUR OTHER LOCATIONS
11. OPEN 24 HOURS
12. ADDITIONAL ADDRESS LOCATIONS
DOOR DECALS
to
0
SET C SINGLE 36"W EXTERIOR DOORS NON -RATED -
3 13UTT HINGES
IF
13B1 191 NRP 4 5'X 4 5'320
A ll
I'Via 1 I - 1 1 1 6f f 1 11
and Window si
_z
I EXIT DEVICE (WfALARM)
N
_
2670
_
BATTERY OWRVED ALARM
Video Conf. Rm -Use for Chair
NORTON
SCHLAGE
SCHLAGE
UHI- H6501 - X AL
20 -001C
TURNS NLARM OFF. ON
Brushed
N
1 VIFWFR
ROCKWOOD
Face of FedEx Sales & Accent on
1
1 THRESHOLD
��'
RFFSE
r
3?3C
1 DOOR SWEEP
REESE
I SET WEA HERSTRIP PRE- INSTLD. ON FRAME
REESE
CP -7
Entry Mat
The Matworks
Dreadnought
Logo
ROCKWOOD
Charcoal
Charcoal w /KINKO'S Logo
SET D SINGLE INTERIOR DOOR - NON-RATED
3 BUTT HINGES
1 OFF ICL LOCK
HAGER
SCHLAGE
681279 4.5" X 4 5 2
AL53PD SAT 626
--
2 KICKPLATES
ROCKWOOO
K 1050 10" X 34'X 0.50 X 320
_...
-
>¢
606
409 32D
*.�
SET E PAIR INTERIOR DOORS - NON -RATED
_,6 BUTT HINGES
HAGER
881279 4.5 X 4.5 260
F-
?
PT -13
Cr
Sherwin Will ms
SW 1022
Promar 200
Cubist Gray
Egg Shell Latex Enamel
ROCKWOOD
ROCKWOOD
1842
K1050 10" X 34"X 0.50 X 320
PT -15
Paint
Sherwin Williams
SW 2001
ProClassic - B31
Rocky Coast
Semi -Gloss Enarnel -Doors & Trim_
2 WALL STOPS
ROCKWOOO
409 320
ire.
PT -23
Q
CP -15
Carpet
Milliken
6124
Kinko's Modular
488
WC -7
Main Branch Carpet Tile- Kinko's Blue & Taupe
Marlde
P -100
Textured
White
Wainscot w Plastic Trim To Match FRP
1 CLOSER NORTON
CP -16
Carpet
Interface Floor'g Systems
19J&rl0200A
Kinko's Modular
K 1050 10" X 34'X 0.50 X 32D
Custom
Main Branch Carpet Tile- Kinko's Biue & Taupe
3 SILENCERS ROCKVKM
an
I WAI L STOP ROCKW000
409 320
CT -1
Acoustical Ceiling Tile
Armstrong
#E704
Cortega Tegular
Whit
2 x 2
TYPE " 1 "
TYPE '2
I 1
i
�� 1 i
O
TYPE 11 4 1 ' TYPE "5" TYPE 11
CT -2 5/8' Gyp. Board Ceiling (see Specifications) NA PT -12
-- -- NOTES:
W 1 ALL HARDWARE SHALL BE BRUSHED ALUMINUM
U - _
2. NOT USED
8 ON DOORS INSTALLED AT 1/2" OFFSET LANDINGS, PROVIDE THE FOLLOWING:TFRESHOLD: NATIONAL GUARD 324 x DOOR WIDTH
4 ENTRY'EXIT DOORS TO HAVE SIGN THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' POSTED
a Pliedades -
d 6. A FILTERED AIR RETURN GRILLE SHALL BE INSTALLED IN DOOR TYPE "5" & TYPE '15 . THE GRILL SHALL BE TITUS. MODEL 23RFL 18 X 10 -1 -26 OR
U EOUIVAIENT MOUNT GRILLE WITH THE FINISHED SIDE (FILTER ACCESS SIDE) ON THE EXTERIOR OF THE DOOR
Plledades S. NOT USED
7. DOOR HARDWARE SHALL BE OPERABLE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT FROM THE SIDE OF EGRESS
rj) CG-3 Vinyl Corner Guard C/S Group SSM -20 Pebblette Texture #x929 Oyster Gray 2' Low Profile, mount top @ 48" A.F.F._W. 8. DO HARDWARE MUST BE OPERABLE BY A SINGLE HAND WITHOUT TIGHT GRASPING. TIGHT PINCHING OR TWISTING.
W I - 9. DOOR OPENING FORCE SHALL NCT EXCEED 5 LBS AND CLOSERS SHALL BE SET SUCH THAT THE DOOR WILL TAKE 3 SECONDS OR MORE TO MOVE TO A
� Q Z POINT 3' FROM THE LATCH WHEN STARTED FROM A POSITION OF 70 DEGREES OPEN.
0 10. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 38' AFF
1 Lun Itm IED FOR EXISTING DOORS TO BE VERIFIED W'KINKO'S CPM.
FL - 7 Exposed Concrete by subcontractor NA Natural Apply recommended sealer 2 OMIT CLOSER ON THIS DOOR ONLY.
Z AL DECALS TO BE APPLIED TO THE INTERIOR SIDE OF GLAZING. -- - -- - _
0 Z FL - 9 _Vinyl Composition Tile Mannington 129 _Essentials VCT Putty 12" x 12" 1/8'
3' - TYPICAL MIN REC'J RED FOR WNDOW cc a: - 3
SIGNAGE DECALS. EXISTIN3 PANELS ARE LESS - - - - -
THAN N - IN WIDTH. SIGNAGE SHOWN FOR =
TYIPIC INS I ALLA i ION. COORDINATE WITH SITE LL
/ 7 -5 FIELD Vf RIFY AND KINKO'S CPM.
r r
_ 3 -� "t
TYP MIN 3' -8" TYP MA I COORDINATE EXACT LOCATIONS OF WINDOW
DECALS WITH SITE AND KINKO'S CPM.
1 - - B 1 ^ 10 !
->\ '\ - -- - - I400t,' - KINKOS ., i.;,. 1 - - +% 5
� , ` 0111 9 st..o.• . to •, : i
WOW irAm 0 t ao�• "ro I TYP BOTH
i : - - - . - two u.• 1 i
sf _. _ !w •An I DOORS .
Ni
, " 2 FadEX ..�.. �.'a..
�
I- -„ VsrT OUR one __ ONS - k �I
'3 - - 11 W34 ANY STREET (24 HOURS) 'r� k I n O S kin k V s
-� -- , SOLIC'TMIG 78 ANY STE
RET * . Ocw 24 •iours _ _ -�--- -- -- --
�� Aar V ILA9lE 12 258 ANY STREET - - - . _ , 'VP
4,
} __ ■
E Q. EQ. 1/ �► E°. �► y EQ. EQ. y 570.
WINDOW TINT WT -15. RE: 'b/A-
K E YN (i 4
1. 1 -800- 2- KINKOS /www .kinkos.c orn DECAL
2. FedEx DECAL
3. CREDIT /CHARGE CARD DECAL
4. NO SOLICITATION AND NOTARY SERVICES AVAILABLE DECAL
5. HOUSE MARK DECAL
6. OPEN 24 HOURS DECAL
7. HANDICAP DECAL
8. BRANCH HOURS LETTERING
9. CLOSED
10. VISIT OUR OTHER LOCATIONS
11. OPEN 24 HOURS
12. ADDITIONAL ADDRESS LOCATIONS
DOOR DECALS
to
0
f>N�I�AIIII�MnsI>»
J W I�GIIII
TV I I 1
Q
WT -9 Mini Blinds
3�
W WT -13 Solar Shades
- Q
A 4_DE1 -20 3
An
Wt. 15 Window Tint
" R9 14slow A r rail l
a
Hunter Douglas 1 "Decor 318 Silver Ckxld 1" Mini Blind (Interior Office W;ndows)Taupe
c4wftc Roller Shade Basket Weave 100 BW 101 White /beige Vinyl Roller Shade -Store Frnt.- E=xtreme Sun
CP Films - LKow NRMPS2 lFroSted Crystal bans Froded Film Vinyl Film - L4wer Store Front
• • 4
HARDWARE SCHEDULE z
ITEM MANUFACTURER MODEL NO FINISH DESCRIPTION
SET C SINGLE 36"W EXTERIOR DOORS NON -RATED -
3 13UTT HINGES
HAGER
13B1 191 NRP 4 5'X 4 5'320
I'Via 1 I - 1 1 1 6f f 1 11
and Window si
_z
I EXIT DEVICE (WfALARM)
VAN DUPRIN
_
2670
_
BATTERY OWRVED ALARM
Video Conf. Rm -Use for Chair
NORTON
SCHLAGE
SCHLAGE
UHI- H6501 - X AL
20 -001C
TURNS NLARM OFF. ON
Brushed
1 VIFWFR
ROCKWOOD
Face of FedEx Sales & Accent on
1 THRESHOLD
��'
RFFSE
S204A
3?3C
1 DOOR SWEEP
REESE
I SET WEA HERSTRIP PRE- INSTLD. ON FRAME
REESE
7MA
1 KC"IATE
ROCKWOOD
K 1050 10' X 34'X 0.50'X 320
SET D SINGLE INTERIOR DOOR - NON-RATED
3 BUTT HINGES
1 OFF ICL LOCK
HAGER
SCHLAGE
681279 4.5" X 4 5 2
AL53PD SAT 626
--
2 KICKPLATES
ROCKWOOO
K 1050 10" X 34'X 0.50 X 320
3 SILENCERS
1 WALL STOP
ROCKW000
ROCKWOOD
606
409 32D
*.�
SET E PAIR INTERIOR DOORS - NON -RATED
_,6 BUTT HINGES
HAGER
881279 4.5 X 4.5 260
F-
?
PT -13
Paint
Sherwin Will ms
SW 1022
Promar 200
Cubist Gray
Egg Shell Latex Enamel
ROCKWOOD
ROCKWOOD
1842
K1050 10" X 34"X 0.50 X 320
PT -15
Paint
Sherwin Williams
SW 2001
ProClassic - B31
Rocky Coast
Semi -Gloss Enarnel -Doors & Trim_
2 WALL STOPS
ROCKWOOO
409 320
PT -23
Paint
Sherwin Williame
SW 1252
Color Accent -
Acrylic
Vibrato Blue
Acrylic Paint, Satin Finish - Blue Accent
Wall (must dry 24 hrs. between ooats)
3 BUTT HINGES HAGER
WC -7
Fiber Relnf Polyester
Marlde
P -100
Textured
White
Wainscot w Plastic Trim To Match FRP
f>N�I�AIIII�MnsI>»
J W I�GIIII
TV I I 1
Q
WT -9 Mini Blinds
3�
W WT -13 Solar Shades
- Q
A 4_DE1 -20 3
An
Wt. 15 Window Tint
" R9 14slow A r rail l
a
Hunter Douglas 1 "Decor 318 Silver Ckxld 1" Mini Blind (Interior Office W;ndows)Taupe
c4wftc Roller Shade Basket Weave 100 BW 101 White /beige Vinyl Roller Shade -Store Frnt.- E=xtreme Sun
CP Films - LKow NRMPS2 lFroSted Crystal bans Froded Film Vinyl Film - L4wer Store Front
• • 4
HARDWARE SCHEDULE z
ITEM MANUFACTURER MODEL NO FINISH DESCRIPTION
SET J PROVIDE NEW CORES CYLINDERS, AND KEYS TO MATCH KINKOS KEYING STANDARD ON EXISTING DOORS RE SPECIFICATION SECTION 08710
SET K DOOR HARDWARE BY DOOR MANUFACTURER TO MATCH STOREFRONT CORES AND CYLINDERS TO MATCH KINKOS STANDARDS.
ARCHITECTURAL PROJECT NO 902647
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SR4WG l NO SfTF ID NO PROGRW
5173 972624 REM
STIPULATION FOR REUSE
• 40 DRAWING U* ON A 9PECFC SITE AT
Tukwila, WA
C014Tt:W0- IWEOUSIV ARN rTS M* DATE
01.27.04
AND r• S W) St. TASLF K* 1W ON A !XFFBIENT MAWFCT 9" Oq AT
A I ATER TIM- JOE GF THIS 011AII NG rW WEIVI►CE OR E AVI E
O ANWT *R PND,ECT fWOlM*S THE SMCES OF 1
I K.~ D AACH TCI &W ENGINFRS 4rPRODUGTON OF - 1+ 3
3RAWNG FOR AaW ON ANOTHFR PgOJFCT 15 NOT AU?I+0R1F0 AND
8 CONTRARY TO THk _AW THESE JRAWWW AID 97 C GTONS
ARr TW PROPrRTN a KNKOS INC AhJ %W I NL,^ aE D18P;AYFD
ANN WI/IINER oR USED ON A16V OTWA AOW EVX" eY ApT fal
AGMEMENT Aril KINKO'S NC NR'T - " DIMEldINDN$TAKE
'VMgtNUOWASCALED DIMENSHCM ANC %*kA BEVE1►EDON
•fE JOB SRC K-1IK05 INC IS TO FIE NQTF'EC Ili WRTTNG OF ANY
. SCRE►ANCIES N ON AN8,014 PN W TO T1* C Mk*NC4 1W OF
A vv WOW THESE ONAW NOS APE W MOW FOP DMAN PURPOM
- "AV AND ND "OA W N Co r"Wxl IOA UM 196 4-VROvEO AS
SUPT in QMEAN%Gf11ftHa11TES
W. FIEVISIONS [MTE.
A PERMIT ' TQ1.27.04'
O WN ERIND 03.10.0
OWNER REVISED SPACE PLAN 06.11.04
OWNER REVISIONS 06.17_04
PA" 1111 9cfafft __
JUN 2
9 _' -A-
SM DATE. 01.
SPACE TWIN OATS 11.16.03
DMWING T.TLE
FINISH SCHEDULES
DfiAWNO NUMBER.
'
f
M q
OPTION D (NOT USED)
`JiIiI�L K%)N; 4VI'lI IIV�Pvvvi.
FILM/ �_ULL HEIGHT
SET C SINGLE 36"W EXTERIOR DOORS NON -RATED -
3 13UTT HINGES
HAGER
13B1 191 NRP 4 5'X 4 5'320
I EXIT DEVICE (WfALARM)
VAN DUPRIN
_
2670
_
BATTERY OWRVED ALARM
I CLOSER
1 INSIDE CYUNDER (OPTION)
1 OUTSIDE CYLINDER (OPTION)
NORTON
SCHLAGE
SCHLAGE
UHI- H6501 - X AL
20 -001C
TURNS NLARM OFF. ON
1 VIFWFR
ROCKWOOD
622 -
1 THRESHOLD
��'
RFFSE
S204A
3?3C
1 DOOR SWEEP
REESE
I SET WEA HERSTRIP PRE- INSTLD. ON FRAME
REESE
7MA
1 KC"IATE
ROCKWOOD
K 1050 10' X 34'X 0.50'X 320
SET D SINGLE INTERIOR DOOR - NON-RATED
3 BUTT HINGES
1 OFF ICL LOCK
HAGER
SCHLAGE
681279 4.5" X 4 5 2
AL53PD SAT 626
--
2 KICKPLATES
ROCKWOOO
K 1050 10" X 34'X 0.50 X 320
3 SILENCERS
1 WALL STOP
ROCKW000
ROCKWOOD
606
409 32D
*.�
SET E PAIR INTERIOR DOORS - NON -RATED
_,6 BUTT HINGES
HAGER
881279 4.5 X 4.5 260
I OFFICE LOCK
SCHLAGE
AL53PD SAT525 -
1 AUTOMATIC FLUSH BOLT
4 KICKPLATES
ROCKWOOD
ROCKWOOD
1842
K1050 10" X 34"X 0.50 X 320
6 SILENCERS
ROCKhX=
608 _
2 WALL STOPS
ROCKWOOO
409 320
I PERMANENT CYLNDER CORE
LORI
207280
07 250 -
SET F SINGLE CASH OFFICE & CPC DOOR
3 BUTT HINGES HAGER
BB1279 4.5' X 4.5' 25D
I KEYPAD LOCK SCHLAGE
'
MM COMIA 2W
1 CLOSER NORTON
P9W1 X AL
2 KICKPLATES ROCKWOOD
K 1050 10" X 34'X 0.50 X 32D
3 SILENCERS ROCKVKM
an
I WAI L STOP ROCKW000
409 320
1 PERMANENT CYUlNDER OOFE LORI
NIT 260
_
A 1 1 VIEWER - ROCKWOOD
P KICKPIATFS ROCKWOOD
022
672
SET J PROVIDE NEW CORES CYLINDERS, AND KEYS TO MATCH KINKOS KEYING STANDARD ON EXISTING DOORS RE SPECIFICATION SECTION 08710
SET K DOOR HARDWARE BY DOOR MANUFACTURER TO MATCH STOREFRONT CORES AND CYLINDERS TO MATCH KINKOS STANDARDS.
ARCHITECTURAL PROJECT NO 902647
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SR4WG l NO SfTF ID NO PROGRW
5173 972624 REM
STIPULATION FOR REUSE
• 40 DRAWING U* ON A 9PECFC SITE AT
Tukwila, WA
C014Tt:W0- IWEOUSIV ARN rTS M* DATE
01.27.04
AND r• S W) St. TASLF K* 1W ON A !XFFBIENT MAWFCT 9" Oq AT
A I ATER TIM- JOE GF THIS 011AII NG rW WEIVI►CE OR E AVI E
O ANWT *R PND,ECT fWOlM*S THE SMCES OF 1
I K.~ D AACH TCI &W ENGINFRS 4rPRODUGTON OF - 1+ 3
3RAWNG FOR AaW ON ANOTHFR PgOJFCT 15 NOT AU?I+0R1F0 AND
8 CONTRARY TO THk _AW THESE JRAWWW AID 97 C GTONS
ARr TW PROPrRTN a KNKOS INC AhJ %W I NL,^ aE D18P;AYFD
ANN WI/IINER oR USED ON A16V OTWA AOW EVX" eY ApT fal
AGMEMENT Aril KINKO'S NC NR'T - " DIMEldINDN$TAKE
'VMgtNUOWASCALED DIMENSHCM ANC %*kA BEVE1►EDON
•fE JOB SRC K-1IK05 INC IS TO FIE NQTF'EC Ili WRTTNG OF ANY
. SCRE►ANCIES N ON AN8,014 PN W TO T1* C Mk*NC4 1W OF
A vv WOW THESE ONAW NOS APE W MOW FOP DMAN PURPOM
- "AV AND ND "OA W N Co r"Wxl IOA UM 196 4-VROvEO AS
SUPT in QMEAN%Gf11ftHa11TES
W. FIEVISIONS [MTE.
A PERMIT ' TQ1.27.04'
O WN ERIND 03.10.0
OWNER REVISED SPACE PLAN 06.11.04
OWNER REVISIONS 06.17_04
PA" 1111 9cfafft __
JUN 2
9 _' -A-
SM DATE. 01.
SPACE TWIN OATS 11.16.03
DMWING T.TLE
FINISH SCHEDULES
DfiAWNO NUMBER.
'
f
M q
OPTION D (NOT USED)
`JiIiI�L K%)N; 4VI'lI IIV�Pvvvi.
FILM/ �_ULL HEIGHT
1 1
I
I % L
,3 I
rO
FORMICA 96 AT
JAMB D EAD AN:'
PASS -THRU
.Oe
vG Cul ;
' „AL STRIPS J
80A R0
WOOD STUD
5/ e
��ps
� 5
3
2y it
01N. JI )p 5
i l
! f „np 5 E11
r _�Il E �•
., �A
� �� Rp 5
�E11►L�A 20
�S O•C• µ 1R 5
�6 0E 3 5�
METAL STUD 3 5 /8 IAN N�
j � � r�I �p5�r1 fI,A
F LAT I ` �E1,
CUT C Y.
A81 E�
� �N�
A LL- �
W W ALL,
- t
I V
I,
WALL BLOCKING A6 - DE -11
NTS
NOTE:
CONTR. TO PROVIDE BACKING AS REQUIRED FOR ALL WALL MOUNTED
SLATWALL. SEE DETAIL 17/A -6• LOCATIONS dc REQUIREMENTS ARE
TO BE COORDINATED W /PLUMBING. MECHANICAL & FLECTRICAL
CONTRACTORS AS WELL AS THE GENERAL CONTRACTOR,
13
A -6
h1' X 4' SLA TWALL
W/FRAME
y li
io I
BASE
,
SLATWALL
STOREFRONT SIGN `�j 3 1'-o"
AIL - DECR01
I ROUND.
r � 1
PAINT - (PT- 20) -PA lx BRACING
ACROVYN .040 WALL
COVERING CUT INTO 2"
VER STRIPS \ S
I
� I I
TIG AT
IAMB , SIC
Li
< ,II LAYERS 3/4"
PLYWOOD W /2" NOSING
AND DACROVIN HALF
ROUND EDGING.
\- 1/2" COX BACKER
\ BOARD
— WALLCOVERING - (WC -10)
1
I I
' I
Backlit PASSPORT CLOCK WALL WALL KlNKO'S
Wall Sign VALANCE OMPHIC GRAPHIC LETTERS
.. A •• w re I& a
30" DEEP BUILT -IN
"OUN TER
BASE
A6_DET_06 6
CASH OFFICE
1
I
I
I
2" DIA. CONDUIT IN
NOTE:
WAL'- TO 6" ABOVE
CONTR. TO PROVIDE BACKING AT
1
TOP & MIDPOINT OR AS REQUIRED
VIDEO FEED - MOUNT BOX
FOR ALL WALL MTD. CABINETS.
11
SEE DE TAIL 17/A-6. LOCATIONS &
N
REQUIREMENTS ARE TO BE
°C
COORDINATED M/PLUMBiNG,
SECURITY CABINET BACK
MECHANICAL & : LECTRICAL
PANEL CUT -OUTS
CONTRACTORS AS WELT AS THE
I
STOREFRONT SIGN `�j 3 1'-o"
AIL - DECR01
I ROUND.
r � 1
PAINT - (PT- 20) -PA lx BRACING
ACROVYN .040 WALL
COVERING CUT INTO 2"
VER STRIPS \ S
I
� I I
TIG AT
IAMB , SIC
Li
< ,II LAYERS 3/4"
PLYWOOD W /2" NOSING
AND DACROVIN HALF
ROUND EDGING.
\- 1/2" COX BACKER
\ BOARD
— WALLCOVERING - (WC -10)
1
I I
' I
Backlit PASSPORT CLOCK WALL WALL KlNKO'S
Wall Sign VALANCE OMPHIC GRAPHIC LETTERS
.. A •• w re I& a
30" DEEP BUILT -IN
"OUN TER
BASE
A6_DET_06 6
CASH OFFICE
1/4m = 10-0"
I
2" DIA. CONDUIT IN
NOTE:
WAL'- TO 6" ABOVE
CONTR. TO PROVIDE BACKING AT
CEILING
TOP & MIDPOINT OR AS REQUIRED
VIDEO FEED - MOUNT BOX
FOR ALL WALL MTD. CABINETS.
11
SEE DE TAIL 17/A-6. LOCATIONS &
A 6
REQUIREMENTS ARE TO BE
°C
COORDINATED M/PLUMBiNG,
SECURITY CABINET BACK
MECHANICAL & : LECTRICAL
PANEL CUT -OUTS
CONTRACTORS AS WELT AS THE
DUPLEX OUTLET
GENERAL CONTRACTjR.
(MOUNT VERTICAL) •� _
"_._ ..
b- DET-1' 11 BREAK ROOM A - -UE1 07 SALES OFFICE
ri
I --
o
° I
_
0
J -BOX I 00 ! c0 cD O { 11
s
it
5 /8" GYP. BD.
I i ,
STA a, A 1N 1 )C
I
m►°
I-• I � d' `RN 4,,REWS O 1 S" OC. BOTH
Z AYS. TO STUDS
- ALL LAMINATE INSERTS AF 'ER
AS ARE INSTALLED
I 'QTR. PROVIDE BACKING AS REQUIRED FOR ALL
' LD SLATWALL. SEE DETAIL 171A-6.
G & REQUIREMENTS ARE TO BE COORDINATED
)MBING ME CHANICAI & FLECTRICAL CONTRACTORS
W L L AS 1HE GENERAL CONTRACTOR.
I I `URLINF
"ATT & ACHMENT
PULL TOP OF SIGN CAN FLUSH W/90TTOM OF
PVC STANCHION BY PULL!VG SLACK OUT 0r
JACKCHAIN AT ME CEILING CONNECTION
—'Ilk STRUCnWA ABOVE 1
—CEILING
OUTLET L -OCA TI ON
CU T 7W PER
= REOD.' LENGTH
N
r
ALTERNATE
f t•OCA TION
�� - -- IMNDOW SHADE
HOUSING UNIT
AU
BACK OF BOX SICK, BOX SIGN -
I 6-
A6 .DET -i3
I 112"=. 1' 0"
1.
STOREFRON'
j GLAIINC
ONT INTERIOR VI
- - - - -. SECTION
STORE FRPNTffNTER
ECURITY MONITOR �—Kj
BUILT -IN CABINET
co ,
_
O
N i
I
NOTE: NOTE:
CONTR. TO PROMDE BACKING AT CONTR. TO PROVIDE BACKING AT
TOP & MIDPO NT OR AS RE(XIIRED
TOP & MIDPQWT OR AS REQUIRED FOR Ail WALL MTD. CABINETS.
FOR ALL WAIL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS SEE DETAIL 17/A -6. LOCATIONS &
& REQUIREMENTS ARE TO BE
REQUIREMENTS ARE TO BE 10 SIM. (
COORDINATEp W /PLUMBING, COORDINATED W /PLUMBING,
A
IAECNANICAL do E�.ECTRICAL -6 MECHANICAL & FLECTRICAL
CONTRACTORS AS WELL AS THE CONTRACTORS A" WELL AS THE
GENERAL CONTRACTOR. GENERAL CONTRACTOR. d
SECURITY CABINET. '� 30" DEEP BUILT -IN -�
RE: 15/A - COUNTER
L .
IN TERMEDIA TE
0 36" JC M A -
BASE - BASE
"�a °`, a9 9 MANAGER'S OFFICE
DIA. GROMNE I S O
-0" O.0 FOR BUILT -IN I
1UNTERS WITH NO
BIN ETS BE! OW
i
_I
t
_
/ 4" THICK
INTERMEDIATE SUPPORT
O MA 3' -- 0" O.0
A6 _DE T_10
3/4 -1' -0"
NOTE:
CONTR. TO PROVIDE BACKING AT TOP &
MIDPOINT OR AS REQUIRED FOR ALL
WALL MTD. CABINETS. SEE DETAIL THIS
SHEET. LOCATIONS & RE(X.t�REMENTS ARE
TO BE COORDINATED W /P.-l►MBING.
MECHANICAL & ELECTRICAL CONTRACTORS
AS WELL AS 1HE GENERAL CONTQACTOR.
SEE DETAIL 17/A-6.
OVERHEAD CABINETS PROVIDE
LOCKS WHEW= NOTED ON FLOOR
PLAN.
'" BACK` PLASH O
BASE `"\
27 "H X 30 "W X 19 "D CLEAR
SPACE UNDER SINK FOR
ACCESSIBILITY. ALL
PLUMBING & EWPMENT TO
BE WITHIN 6" OF REAR WALL
AND 9" AFF.
A6 _ DET_05 CASH OFFICE
1/4"V-0"
•�P
NOTE:
CONTR. TO PROVIDE BACKING A7
TOP & V OR AS REQUIRED
FOR A,L WALL M TD. CABINETS.
SEE DETAIL 17/A - 6. LOCATIONS &
REQUIREMENTS ARE TO BE
COORDINATED W /PLUMBING.
MECHANICAL & FLECTRICAL
CONTRACTORS AS WELL AS I1iE
GENERA„ CONTRACTOR.
EXISTING CEILING
r • 20)
OUTLET F
SIGN 1. ? RAIL (RR -1)
I
-J� -
-- -PASS THRU
_
113 '-- WAI -L COVERING
(WC -10)
NOTE: CONTRACTOR TO VERIFY "XACT
LOCATION OF ELECTRICAL OUTU I WITH
SIZE AND TYPE OF NEW FED -EX 7 4GN.
SIGN TO BE ON SITE AT COMVt NLEMFNT
OF CONSTRUCTION.
MANAGER'S OFFICE
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR Ai- WALL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS &
REOUIREMENTS ARE TO BE
COORDINATED W /PLUMBING,
MECHANICAL & E.LECT(CCAL
CONTRACTORS AS WELL AS THE
GENERAL C TON.aAi;:-''U
' BACK
BREAKROOM ONLY SPLASH
24" DEEP BUILT -IN
n
,I BUILT -IN COUNTER TOP COON TER TOP - I
SINK
SINK WHERE IT INTERMEDIATE SUPPORT - —
I — — — i OCCURS O 36 OC MAX. o
BASE CABINETS
- WERE NOTED
BUILT -IN CABINET
in v s
P
I
TYPICAL GRAPHICS MOUNTING ELEVATIONS
•
16 Ut i _12
1/4'
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS &
REOUIREMENTS ARE TO BE
COORDtNATL0 W /PLUMBING,
MECHANICAL & FLECTRICAL.
CONTRACTORS AS WELL AS THE
GENERAL CONTRACTOR.
4" BACK
SPLASH
24" DEEP BUILT- I pS
COUNTER TOP —
INTERMEDIATE ;%
BA - —
1 4
BREAK R OOM
10
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17 /A -R. LOCATIONS do
REQUIREMENTS ARE TO BE
COORDINATED W/PLUMBING.
MECHANICAL & ELECTRICAL
CONTRACTORS AS WEI L AS THE
GENERAL CONTRACTOR.
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ECURITY MONITOR �—Kj
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FOR ALL WAIL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS SEE DETAIL 17/A -6. LOCATIONS &
& REQUIREMENTS ARE TO BE
REQUIREMENTS ARE TO BE 10 SIM. (
COORDINATEp W /PLUMBING, COORDINATED W /PLUMBING,
A
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RE: 15/A - COUNTER
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TO BE COORDINATED W /P.-l►MBING.
MECHANICAL & ELECTRICAL CONTRACTORS
AS WELL AS 1HE GENERAL CONTQACTOR.
SEE DETAIL 17/A-6.
OVERHEAD CABINETS PROVIDE
LOCKS WHEW= NOTED ON FLOOR
PLAN.
'" BACK` PLASH O
BASE `"\
27 "H X 30 "W X 19 "D CLEAR
SPACE UNDER SINK FOR
ACCESSIBILITY. ALL
PLUMBING & EWPMENT TO
BE WITHIN 6" OF REAR WALL
AND 9" AFF.
A6 _ DET_05 CASH OFFICE
1/4"V-0"
•�P
NOTE:
CONTR. TO PROVIDE BACKING A7
TOP & V OR AS REQUIRED
FOR A,L WALL M TD. CABINETS.
SEE DETAIL 17/A - 6. LOCATIONS &
REQUIREMENTS ARE TO BE
COORDINATED W /PLUMBING.
MECHANICAL & FLECTRICAL
CONTRACTORS AS WELL AS I1iE
GENERA„ CONTRACTOR.
EXISTING CEILING
r • 20)
OUTLET F
SIGN 1. ? RAIL (RR -1)
I
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113 '-- WAI -L COVERING
(WC -10)
NOTE: CONTRACTOR TO VERIFY "XACT
LOCATION OF ELECTRICAL OUTU I WITH
SIZE AND TYPE OF NEW FED -EX 7 4GN.
SIGN TO BE ON SITE AT COMVt NLEMFNT
OF CONSTRUCTION.
MANAGER'S OFFICE
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR Ai- WALL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS &
REOUIREMENTS ARE TO BE
COORDINATED W /PLUMBING,
MECHANICAL & E.LECT(CCAL
CONTRACTORS AS WELL AS THE
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' BACK
BREAKROOM ONLY SPLASH
24" DEEP BUILT -IN
n
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I — — — i OCCURS O 36 OC MAX. o
BASE CABINETS
- WERE NOTED
BUILT -IN CABINET
in v s
P
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TYPICAL GRAPHICS MOUNTING ELEVATIONS
•
16 Ut i _12
1/4'
NOTE:
CONTR. TO PROVIDE BACKING AT
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FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17/A -6. LOCATIONS &
REOUIREMENTS ARE TO BE
COORDtNATL0 W /PLUMBING,
MECHANICAL & FLECTRICAL.
CONTRACTORS AS WELL AS THE
GENERAL CONTRACTOR.
4" BACK
SPLASH
24" DEEP BUILT- I pS
COUNTER TOP —
INTERMEDIATE ;%
BA - —
1 4
BREAK R OOM
10
NOTE:
CONTR. TO PROVIDE BACKING AT
TOP & MIDPOINT OR AS REQUIRED
FOR ALL WALL MTD. CABINETS.
SEE DETAIL 17 /A -R. LOCATIONS do
REQUIREMENTS ARE TO BE
COORDINATED W/PLUMBING.
MECHANICAL & ELECTRICAL
CONTRACTORS AS WEI L AS THE
GENERAL CONTRACTOR.
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shod Sze (0) 3518 35/8 3 518 3 518 6 6 6 12" Stud Spacing 16" Stud Spacing
GA 26 25 22 20 25 22 20 Connection Type - Connection Type �
..� T
W ALL CAP.
Res"ng MoarM (Ib -In) 2187 2243 3765 42 13 I 3976 7485 8525 8 5/8 in 25 GA 3 618 in 20 CIA 3 file ! n 26 GA a 618 �n i0 GA
-- y .l. _ - �---- -- - _ Mc TA STUDS O 16' O.C.
h (ft) u_ d Spacing In br Spac ing in -' s° x pie" TN�c{ 6A� �. •gee sTee_ e
St
_ p g ( g ( ) 13ra Spacin In 25 GA. UP TO SiUCTURE
16 16 16 - _ g ( ) �11� 6 SGRLivs GO 5 5
1 TtJD5 6
- - 8 -- -- 1 - - -- ---- -- --1- -- 6 16 -- 16 16 48 — - X 48 a8 A804 W/ 5/8" GYP. 80 ON E ACH SIDE T YP.
MOLD a "toM TCo
9 _ 16 16 16 _ - 16 16 - 16 - - 16 _ _ 48 48 48 _48 - PROVIDE STIFFNERS 0 ;
10 I 16 _ _'_ 4' -0' O.C. VERTICALLY,
16 16 16 16 16 16 48 48 48 j METAL STUDS • 16' O.C. 25 GA. W 10877 WATSON ROAD
11 1_ 16 ± 16 16 - - - - 16 - 16 -- 16 _ -- - . 48 48 — 48 .---- 48 48 BOTT OF CEILING \� � _ 5/e' GYP. ep ON EACH SIDE, TYP. ,Y S T. LOUI M 0 6 312 7
t f - - - --- — - - ---� 3 5 8 ME AL STUGo -�-
12 16 1fi 16 16 16 16 16 48 48 48 48 � /
-- - - - 13 -- - - -16 SU SP EN D E D D - 16 16 16 16 16 16 48 4s 48 48 BRACE TO STRUCTURE - - PROJECT MANAGER
---- - - - 1 4 - - - - l �1 6 16 t 16 16 16 16 16 36 48 1 32 48 CEIUW% 6 A EXTENDED XTENDED �_ �" METAL STUDS ABOVE 6 MET B
-- ---- $ — 8" ME C S
1 5 12 12 6 16 16 16 16 1 36 48 32 48 GYP. 8D. ABOVE CEILING u� TAL STUDS
TYP. UNO. POWER DRIVEN SHOT PIN 1 II
4"
STAGGERED TYP. UNO. IC AE61..1 EAE v o
1 6 12 12 �_16 16 16 16 16 ' 36 48 32 48 : c n" ME T AL STUDS ' ' °
17 _ _ 12 12 I 16 16 16 I 16 16 36 48 32 48 BOTTOM OF COLIN _ _ SUSPENDED ACOUSTICAL / ER- 4546, ER -5330, E _ AN TE +�!
_ �'— — ., CEILING W/ 6" EXTENDED r
1 8 NIA 111 16 16 16 16 16 36 36 82 32 GYP. 8D. ABOVE CEILING FW FLR c:'
1 9 _ N/A N /A 16 16 16 16 16 36 36 32 32 EDGE BEAD ` pALPH HAW a
2 A NIA 12 16 12 16 16 36 36 32 32 SOUND INSULA rON. g STATE
0 N Of r MGTOM 41
i I BD. CORNERS ;5
25 N/A N/A I N/A N/A NIA 16 16 36 36 32 32 SEE REFLECTED 10 .4 x8 b K T.
-l- — - - - — -- ----- - - 6 O
30 NIA j NIA ! NIA N/A N/A 12 12 NIA 36 N/A 32 NO EXTTENNT. PLAN FOR A-7.1 r- 4 -3� Mse - 2 5 Z%4 2 +
K FOR G' \ ♦ a
BOTTOM OF C EILING } N D A_ -
Notes 1 Minimum and maximum stud spacing are set to be 12" and 16" o.c NC - 5: IDLATE - - �. . � _`a CONSULTWO ENOWE6R
2 Bracing spacing Is based on 12" or 16" Increments with minimum of 24" o c. and maximum of 48" o.c. STRU INFORMATION THE ROOF FRAMING ABOVE` CEILING 3 -5/8" 16 GA. METAL JOISTS O I
FOR RE. R,_NCE ONLY. CON RACTOR SHALL FIELD VERIFY ACTUAL 4
- - -
3 For Site Class E with Ss greater than 1.258 or Site Class F. please refer to IBC 2000 Table 1615.1.2(1) for additional details. CONDITION. 16 O.C. W /WATER RESISTANT
These two categories are out of the scope of this program TYPE 5/8" GYP. 8D. W/ SOUND INSULATION. TYP. PROVIDE 2
4 The stud spacing values in this table only apply to the following products: JOISTS IN BOTH DIRECTIONS O
Dietrich STE -20 Ga,STH -22 Ga,STN -25 Ga, STS -26 Ga CEILING PENE rRATIONS/ FRAM S.
fwcfpT
CSI Consolidated System Incorp 600DWS25, 400DWS25. 358DWS25, A7 t _DE i_09 SPAN JOISTS IN T1� SHORT A 7.1 _DtT_01
600DWS22. 4000WS22, 358DWS22, 600DWS20. 400DWS20, 358DWS20 12 y p° CEILING TRANSITION " =1 -0 9 aRECr1oN. TYPICAL LOW WALL
/2 _ " =t . "
SOUND �
� -°
Clark Steel Framing Systems, DWS 3 518 x 25, DWS 3 5/8 x 22, DWS 3 518 x 20. DWS 4 x 25, DWS 4 x 22, S SEE FLOOR PLAN FOR
D INSULATION.
'
DWS 4 x 20, DWS 6 x 25, DWS 6 x 22, DWS 6 x 20 LOCATIONS. ARCH cTURAL PROJECT NO so'264
Clark Stee; Framing Systems, D 3 5/8 x 25 x1, DWT 3 5/8 x 22 x1, DWT 3 518 x 20 x1, DWT 4 x 25 x1,
DWT 4 x 22 x1, DWT 4 x 20 x1, DWT 6 x 25 x1, DWT 6 x 22 x1, DWT 6 x 20 x1 MFTAL STUDS TO 6" A,
. CEILING W/ 5/8 "GYP A 5/8" M I `A 4 STUDS
Clark Steel Framing Systems. DWT 3 5/8 x 25 x1 -114. DWT 3 5/8 x 22 x1 -1/4, DWT 3 5/8 x 20 x1 -1/4. EACH SIDE, T YP. P
DW T 4 x 25 x1 -1/4, DWT 4 x 22 x1 -114, DWT 4 x 20 x1 -114 , STIFFNERS • 4' B i METAL STUDS
Clark Steel Framing Systems, DWT 6 x 25 x1 -1/4, DWT 6 x 22 x1 -114, DWT 6 x 20 x1 -114 / .' VERTiCAL_Y, T WALL CAI'.
METAL- STUDS
Dale Incur, DWS: 3 518 " -25 Ga, 3 518 " -22 Ga, 3 518 " -20 Ga, 4" -25 Ga, 4" -22 Ga, 4 " -20 Ga, 6 " -25 Ga,
0 " -22 Ga, 6 " -20 Ga, braced 3 5/A MTD g Pr gv GE TF . @ SIS FT N -
5. The bracing spacing table only applies if the following products are used as the brad connector of the wall. ' STUDS EACH SIDE -' ! / METAL STUDS O 16" O.C. 25 GA. -
Verticllp Series SLID 25 Ga and 20 Ga TO TOP OF JOISTS. SPACING ,,� 1 33 TYi'.
��, 4 0 1 W,' r. GYP. 13D ON EACH SIDt.
_
& GA PER BRACING SCHEDULE a k 5 '
14
1 1 0 3 5/8 METAL STU A
F'
6" METAL 11 1D5 II 7
20 GA 3 112 SLOTTED III
CLIP. ICC ER -4748
I NOTE. E" ME �' C '
2 -y8 SELF DRILLING SCRE ' '� ( REFER TO 1 /A -2 F CEILING HEIGHTS. 3" X 1/6" THICK ,ALV. TUB
m REFER TO 14/A -7.1 FOR STUD SPACING do WAGES. ®EACH END & 6' 0" ` M
D'
USE SELF TA LNG SC 1
- - - ` - - � 1 ATTACH TO S - UDS. R '
NOTE: TOP.
BOTTOM OF CEIL "= ; �'" �� STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CEILING GRID r 1 C CONDITION. SAW CUT - ----- -_
CONTRACTOR TO PROVIDE BACKING AS RE07. FOR MTG. ALL WALL, CORE DRILL = I
CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
- SECURITY CABIN[ T. TELECOM CLOSET EQUIPMENT, RESTROOM -
ACCESSORIES, SLATWALL. ETC. LOCATIONS & REQUIREMENTS ARE - --
TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND E N 0 ,l AB — _ __ ►'��
5/8"
I ELECTRICAL AS WELL AS KINKG' SUPF LIED ITEMS
5
ALL STUD SPACING BRACING & GUAGE SCHEDULE NO SCE1_14 WALL BRACING UET INTERIOR WALL A11_DET_p6 A7.1_DET_02 u? W NO SCALE 14 SECTION "._ " 6 TYP I _ ��fNIALL " 2
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BRACE TO STRUCTURE BRACE TO STRUCTURE BRACE TO STRUCTURE —
_ . --.___ __` _ I ABOVE + ABOVE
ABOVE I SUSPENDED ACOUSTICAL I
CEILING w/ 6" EXTENDED
GYP. BD. AALL ABOVE STIPULATION FOR REUSE
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GYP. BD. ABOVE CEILING �, BOTTOM OF CEILING BOTTOM OF I �' OM tMPOVANEOUSEYWMTS@K*OIATE
ij 01.27.04
SOUND INSULATION. - SOUND INSULATION. I� SUSPENDED ACOUSTICAL A. 7 S OTSU ')ffEPrWT PROJECT 91TEORAT
CEILING 'IN/ 6 EXTENDED �l I I I
,L i A 1J1TF11 1111E t/� Of TMt$ ]RAJf'NQ FOR RETER£T,Cf 011 Ew11ae+ E
SEE REFLECTED SEE REFLECTED
�� GYP. BD. WAL ABOVE 3% 4404*R PROJECT REOUMS T HE 80 OF -1 DPE►Y.`
CEILING PLAN FOR CEILING PLAN FOR
K�G FN9f0ARCNRF'GTSwtlfNONERS RCPgODIJGTONUf - 1 , 5
EXTENT.
A- 1
A 1 A .1 EXTENT. j ` EN 'WA~"Rfusf aorFCT ON ANUTWA P 6 MOT A1m4OR� AND
,
9 CONTRARY TO THE LAW 9-u% :)PAWWW AND 9P>�PGTK]w!
BOTTOM OF C EILING; BOTTOM OF C EIUNG "" ,A 1 BOTTOM OF C EILING � 4 J BOTTOM OF CEI ,,� BOTTOM OF CEILING �I AA +c E PROVFxu ,w
oTKwKOSiwc Aw9 C Bf a9PL �
_ _ Aw wwMfR OR usf D ON "N u*�:a WOW ev way
l AOREEMEIC Nr•1 KINKOS NC NRrTEN OWIEMSIONSTIL
A
3 -5/8" 16 GA. METAL JOISTS O i r D4EFFREwcr OVTPSCALkD01MFNS 1I4AW%I1ki
* If "S' r KINKOS B :NC TO BE 40TfIEC 9. IM111T MG Of ANY
16 aT�
O.C. W /WATER RESISTANT ,, ;� SUSPENDED ACOUSTICAL. )3ANCIES NDA*NS<MSPr�oPTO rMCON1MM;EJiAENTOF
TYPE 5/8" GYP. BD. IN/ SO SOUND INSULATION. CEILING W/ 6" EXT't=_'NDED ANV WORK THESE DRAW PM APE IMTEwOeoFOR OESON PL*rI
INSULATION, TYP. PROVIDE SEE REFLECTED GYP. BD. WALL ABOVE JNI. 4W -AI - OR USE I cows - *IO1,L%IAPPROV, D AS
JOISTS IN BOTH DIRECT CEILING PLAN FOR
CEILING. '' � SUCH ° C'O"E""""w�"'""O
CEILING PENETRATIONS EXTENT.
SPAN JOISTS IN TH SOUND INSULATI — ' � METAL STUDS ^
DIRECTION. SOUNC INSULATION. - SEE FLOOR PL CEILING W/
SEE FLOOR PLAN LOCATIONS. ON EACH No REVISIONS DATE
SOUND IN - _ OCATIONS.
PROVIDE ; ?� �'
SEE FLOOR O.C. PERMIT 01.27.04
r
LOCATI METAL ST ' 'i; AFi�� METAL :VL METAL STOV A SID 03.10114 a �
` E T •� (, Tr. X80 ---+• ON LE G . ' CEILIN• ., - p � IL! F, �F _
4 OWNER R EVISION S 08.1
" PRO r'^ ~ A i 5/8" METAL STUDS PR y ' p ON rI I �tFkS L
O. --
A � 5/8" METAL STUDS
O.0 p, u. T B 6" METAL STUDS
0
SI " A 5/8 METAL STUDS
- 0.� B F" ME STUDS A -� 5/8" METAL STUDS ��� ; v "
VEk ti'P. UNO. A � 5/8 METAL STUDS C 8" METAL STUDS
C 8" METAL STUDS B 6" METAL STUDS " B 6" METAL STUDS B METAL STUDS FF , 7IVEN PI 16'
PROVIDE WATER RES TYPE— +-� POWER DRIVEN PIN 16 0 POWER DRIVEN PIN 16 STAG GERED TYP. UNU.
T
5/8" GYP. BD. O TOIL SIDE, TYP. O.C. STAGGERED TYP. UNO C 8" METAL STUDS O.C. STAGGERED TYP. UNO. C 8" METAL STUDS POWER DRIVEN PIN 16" ICC ER -2388, ER -4546,
ICC ER -2388. ER -4546, ICC ER -2388, ER -4546,
O.C. STAGGERED TYP. LINO. C F" METAL STUDS ER -5330. ER -1372
ICC E4 - 2388. ER - 4546,
E
POWER DRIVEN PIN 16" O.C. - _ ER -5330, ER -1372 ER -5330, ER -1372 ER-S330. ER -1372 UKKU
STAGGERED TYP. UNO. 'CC ER 2388, 804
ER -4546, ER -5330, ER -'372
FIN. FLR. +0' --0 "__ _
_ FIN. FLR. +0' - 0" FIN. FLR. +0' -0" EMI. FLR. +0' --0" _ FIN. FLR. + -0" - PERMIT Y laq
.. g, -
NOTE: NOTE: NOTE: NOTE- NOTE:
REFER TO 1/A -2 FOR CEILING HEIGHTS. REFER TO 1/A -2 FOR CEILING HEIGHTS. REFER TO 1 /A -2 FOR CEILING HEIGHTS. REFER TO 1 /A102 FOR CEILING HEIGHTS. REFER TO 1/A -2 FOR CEILING HEIGHTS.
REFER TO 14/A 71 FOR STUD SPACING do GUAGES. REFER TO 14/A - 7.1 FOR STUD SPACING & GUAGES. REFER TO 14/A - 7.1 FOR STUD SPACING & W REFER TO 14/A301 FOR STUD SPACING & GUAGES. REFER TO 14/A - 7.1 FOR STUD GUAGES.
NOTE: NOTE: NOTE: NOTE: NOTE: ISM DATE. of .?7.04
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING SPAM PLAN DATE 11.1800
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL FOR REFERENCE ONLY. CONTRACTOR SMALL FIELD VERIFY ACTUAL FOR REFERENC-- ONLY. CONTRACTOR SMALL FIELD VERIFY ACTUAL
CONDI TION. CONDITION. CONDITION. CONDITION. CONDITION.
CONTRACTOR TO PROVIDE BACKING AS REOD. FOR MTG. ALL WALL, BACKING AS EOO. FOR MTG. ALL WALL. CONTRACTOR TO PROVIDE BACKING AS REQT? FOR MTG. ALL HALL CONTRACTOR TO PROVIDE BACKING AS REOD. FOR MTG. All MALL
CONTRACTOR t0 PROVIDE BACKING AS RE00. FOR MTG. ALL WALL. CONTRACTOR TO PROVIDE BACKI RR CAAWING T:tLlr.
CEILING do PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS, CEILING do PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS, CEILING k PARTITION MTD. ITEMS SUCH AS OVERHEAD C A8 1NE: 5, CEILING do PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS. CEILING do PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS, WALL SECTIONS
SECURITY CABINET, TELECOM CLOSET EQUIPMENT, RESTROOM SECURITY CABINET TELECOM CLOSET E0,".PMENT, RESTROOM SECURITY CABINET, TELECOM CLOSET EOUIPMENT, RESTROOM SECURITY CABINET, TELECOM CLOSET EQUIPMENT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & REQUIREMENTS ARE SECURITY CABINET. TELECOM CLOSET NS ENT, REST ACCESSORIES, SLATWAIL, ETC. LOCATIONS & REQU1REMENTS ARE ACCESSORIES, SLATWALL, ETC. LOCATIONS do REQUIREMENTS ARE ACCESSORIES, SLATWALL, ETC. LOCATIONS k REOLOREMENTS ARE
TO BE COORDINATED MATH PLUMBING, MECHANICAL, AND ACCESSORIES, SLATWALL, ETC. LOCATIO & k TO BE COORDINATED WI PLUMBING, ME (',HANICA A REI_, A ENTS NTS ARE 10 8E COORDINATED WITM PLUMBING, MECHANICAL, AND TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND
ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS. ELECTRICAL AS WFi L AS KINKO SUPPLIED ITEMS.
ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS. ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS. ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS. f ► NU A.
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FIN. FLR. +0' -0"
NOTE:
REFER TO 1/A -2 FOR CEILING HEIGHTS.
REFER TO 14/A-7.1 FOR STUD SPACING & GUAGES.
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CONDI TION.
CONTRACTOR TO PROVIDE BACKING AS REOD. FOR MTG. ALL (MALL,
CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
SECURITY CABINET, TELECOM CLOSET EOUOWNT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & REQUREMENTS ARE
TO BE COORDINATED WITH PLUMBING, MECHANICAL. AND
ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS.
INTERIOR WALL SECTION
TAL STUDS
STU1b5
STUDS
INSPECT AND REPAIR AL. "o
FIRE PROOFING AND FIRE ,
SEAL ALL PENETRATIONS TYP.
BOTTOM OF CEIUNG
SUSPENDED ACOUSTICAL
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EXISTING WALL --
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016" O.C. VERT. TO'
ABOVE CEILING
BD. ON FWSH
FIT.
+O'-Ow
NOTE:
REFER TO 1/A-2 FOR CEIUNG HEIGHTS.
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SMALL FIELD VERIFY ACTUAL
CONDITION.
CONTRACTOR TO PROVIDE BACKING AS READ. FOR MTG. ALL SHALL,
CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS.
SECURITY CABINET, TELECOM CLOSET EDUIIPM; NT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & REQU IREMENTS ARE
TO BE COORDINATED WITH PLUMBING, MECHANICAL, AND
ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS
' Q INTERIOR WALL SECTION
1 /2" = 11' -0"
00 q
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IN TERIOR EX'rmOR
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F TO REMAIN.
NOTE:
REFER TO 1 /A- 2 FOR CEILING HEIGHTS,
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CONDI TM.
CONTRACTOR TO PROVIDE BACKING AS READ. FOR MTG. ALL WALL.
CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
SECURITY CABINET. TELECOM CLOSET EQUIPMENT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & REOVIREMENTS ARE
TO BE COORDINATED WITH PLUMBING, MF CHANICAL, AND
ELECTRICAL AS WYFI L AS KINKO SUPPLIED ITEMS.
" " � [1 INTERIOR WALL SECTION
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I - I.R. +0' -d"
NOTE:
REFER TO 1/A -2 FOR CEILING HEIGHTS,
REFER TO 14/A-7.1 FOR STUD SPACING & GUAGES.
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CONDITION.
CONTRACTOR TO PROVIDE BACKING AS REQO. FOR MTG. ALL WALL,
CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
SECURITY CABINET, TELECOM CLOSET EOLfPMENT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & REQUIREMENTS ARE
TO BE COORDINATED WITH PLUMBING, MECHANICAL. AND
ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS.
D[ -D3�
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10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANAGERS
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NOTE:
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NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CONDI TM.
CONTRACTOR TO PROVIDE BACKING AS READ. FOR MTG. ALL WALL.
CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
SECURITY CABINET. TELECOM CLOSET EQUIPMENT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & REOVIREMENTS ARE
TO BE COORDINATED WITH PLUMBING, MF CHANICAL, AND
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" " � [1 INTERIOR WALL SECTION
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NOTE:
REFER TO 1/A -2 FOR CEILING HEIGHTS,
REFER TO 14/A-7.1 FOR STUD SPACING & GUAGES.
NOTE:
STRUCTURAL INFORMATION FOR THE ROOF FRAMING ABOVE CEILING
FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CONDITION.
CONTRACTOR TO PROVIDE BACKING AS REQO. FOR MTG. ALL WALL,
CEILING & PARTITION MTD. ITEMS SUCH AS OVERHEAD CABINETS,
SECURITY CABINET, TELECOM CLOSET EOLfPMENT, RESTROOM
ACCESSORIES, SLATWALL, ETC. LOCATIONS & REQUIREMENTS ARE
TO BE COORDINATED WITH PLUMBING, MECHANICAL. AND
ELECTRICAL AS WELL AS KINKO'S SUPPLIED ITEMS.
D[ -D3�
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A 7.2 -DE T _02 2
3' =1' -0"
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANAGERS
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CONSULTINO ENGINEER
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AND r'!5 NOT SU.TABLE MR UBF ON A )-FWRFNT PAW EV T WM OR AT
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AN- WORK THESE URAW NGS ARE IMTF.TIIOEU Fp1 DESIGN VUW'(M9
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9UCH Ov U(NERMNQALM40 TES
NO. IAEVISIONS DATA.
PERMIT 01. 27.04
BID — 03.10.04
3 REVISED WALL DETAIL 06.11.04
4 REVISED WALL DETAIL 06.17.04
10 At 7
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SPACE PLAN DATE. 11.15.03
WALL SECTIONS
"VO4 ' NUMBER.
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01.27.04
AND r'!5 NOT SU.TABLE MR UBF ON A )-FWRFNT PAW EV T WM OR AT
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NO. IAEVISIONS DATA.
PERMIT 01. 27.04
BID — 03.10.04
3 REVISED WALL DETAIL 06.11.04
4 REVISED WALL DETAIL 06.17.04
10 At 7
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SPACE PLAN DATE. 11.15.03
WALL SECTIONS
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CENTER ON
ACCESSIBLE AISLE.
ALL CHANGE'S IN THE LEVEL
Q
-� METAL H/C PARKING
SIGN - WHITE LETTERS, SYMBOLS
OF WALKING SURFACES MAY
NOT BE GREATER THAN 1/4 H/C PARKING SIGN.
VERTICAL RE: 20/A - 8 ?
OF WA[ KING SURFACES MAY City Of Tukwila
NOT BE GREATLR THAN 1/4" BUILDING D N H/C PARKING SIGN.
VERTICAL.
RE: 20/A -8.2
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+` ':' `' OF CURB BLUE.
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1 DRAWtNr3 WAS "f1EPAHf.. 0111 DNA 9PECFC AT
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COK'EMPONE01lKY MIf H TSB DATE
REQUIRED P R 1__
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01.27.04 A4n R S 4M VLPTA &E FOR wE ON A D+EF!!H'•!T PAOJF'CT !fE ON AT
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BID 03,10.04'
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PAINTED ACCESSIBLE SYMBOL B
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3 OWNER' REVIS 08_11_04
IO NS
4 OWN ER qEV I SION S - Q6.17.04
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SPACE PLAN DATE: 11.16
DRAWING TITLE
(ARCHITECTURAL DETAILS
8'- IN FLORIDA 12• - IN FLORIDA
STANDARD ACCESSIBLE SPACE
VAN ACCESSIBLE
ACCESSIBLE PARKING SIGN
PARKING STALL '
8.�� '6
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ACCESSIBLE P AS•2 ''� STALL 4
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M)TECTIVE ENCLOSURE "HOT
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REQUIREMENTS
FLOW
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INSTALL MINIMUM 12" OR
MAXIMUM 36" ABOVE PAD
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(OR PER LOCAL CODE)
CLASP AND
LOCK
ov
• •
• • •
GRADE
OF POTA6LE WATER N SOI R
NOTE: ALL ASSEMBLIES SHOULD BE ACCESSIBLE FOR
PERIODIC TESTING AND MAINTENANCE AS ESTABLISHED
BY LOCAL CODES
INSTALL REDUCED PRESSURE PRINCIPAL ASSEMBLY
IMMEDIATELY DOWNSTREAM OF THE PERMANENT
DOMESTIC WATER METER VERIFY SIZE AND LOCATION
PRIOR TO START OF WORK
NOTE: CONTRACTOR SHALL REPLACE EXISTING 1"
IRRIGATION METER WITH A NEW INVENSYS SR- ECR/WP
IRRIGATION METER PER LOCAL CODE REQUIREMENTS.
VERIFY SIZE AND LOCATION PRIOR TO START OF WORK.
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REDUCED PRESSURE PRINCIPAL ASSEMBLY
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47 LADE COMPLIANCE
APPROVED
)9 4400 03 ' At 092M
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BUIL DIVI SION
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT MANIA GERS
CONSUL M EWAIE
AR(>WTECrURAL P ROJECT NO W284
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'-118 CRAW NG ^AS ~ARE.) FOR USE ON A C MEAT r
Tukwila, WA ,
o1dT cmImOo ANEDU6lY WRIT RD d&* WTE r
01.27.04
AND T f NO' SU TA&Z MIR USF C% A DiFEAE - PROJECT SRE Oq AT
A LA Ea ' ME USE OF THS DNA*VdG BOA REFfj%: CE OR k AW E
OW AW)IHEP ' REOum.3 T•! SPRM" Oc empcNLY
;' _NSF J ARCHRFCTS M10 FNGNFAS PF7ROfK1C'�IGI. OF T1: �
- WAVANG LOH REUSt ON ANO'`ER PROJECT IC Wlr AUT" MD AND
S CONTRARY TO THE LAW 'MIM DIMWOMANC SP6Cf+GTTONB
ARF YHE PRDPFR'Y OF K 1W KUS NC ANO SHALL NOT OF D SPLArED w
AVY MANNED 0H USED ON AN% OT►f I oK W( EXCEPT !!Y WRITTk%
AGF*EMEN VT"KnrnOS NC WRITTEN DWASIONS
oRFFCRF N(;: VWA SL'JU F O D;MFNS ONG AM SHN i X VEAF ED Or
T # im S T[ K iNKOS %C S TO BE NnTTFE:. N VAMmG OF Aw
MCiIEPANG FS N D-MENSOOB PROM 'U THE COMMENCEMENT OF
ANN WORK TI -t7W nW.V NM ARE N'ENOED LOR JFSGM PURPOBMS
DN.Y AND NO' °OR UGE IN CONS"%X UNLASAPPIKNF7 AS
SUCK I Y GOVEANING MJT"MES
NO 1lIEVISIONS. PA TE
ISSUE DATE. 01.27.04
SPACE PLAN DATE. 11.1
JRAMNG T'TLE
PLUMBING
FLOOR PLAN
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'-118 CRAW NG ^AS ~ARE.) FOR USE ON A C MEAT r
Tukwila, WA ,
o1dT cmImOo ANEDU6lY WRIT RD d&* WTE r
01.27.04
AND T f NO' SU TA&Z MIR USF C% A DiFEAE - PROJECT SRE Oq AT
A LA Ea ' ME USE OF THS DNA*VdG BOA REFfj%: CE OR k AW E
OW AW)IHEP ' REOum.3 T•! SPRM" Oc empcNLY
;' _NSF J ARCHRFCTS M10 FNGNFAS PF7ROfK1C'�IGI. OF T1: �
- WAVANG LOH REUSt ON ANO'`ER PROJECT IC Wlr AUT" MD AND
S CONTRARY TO THE LAW 'MIM DIMWOMANC SP6Cf+GTTONB
ARF YHE PRDPFR'Y OF K 1W KUS NC ANO SHALL NOT OF D SPLArED w
AVY MANNED 0H USED ON AN% OT►f I oK W( EXCEPT !!Y WRITTk%
AGF*EMEN VT"KnrnOS NC WRITTEN DWASIONS
oRFFCRF N(;: VWA SL'JU F O D;MFNS ONG AM SHN i X VEAF ED Or
T # im S T[ K iNKOS %C S TO BE NnTTFE:. N VAMmG OF Aw
MCiIEPANG FS N D-MENSOOB PROM 'U THE COMMENCEMENT OF
ANN WORK TI -t7W nW.V NM ARE N'ENOED LOR JFSGM PURPOBMS
DN.Y AND NO' °OR UGE IN CONS"%X UNLASAPPIKNF7 AS
SUCK I Y GOVEANING MJT"MES
NO 1lIEVISIONS. PA TE
ISSUE DATE. 01.27.04
SPACE PLAN DATE. 11.1
JRAMNG T'TLE
PLUMBING
FLOOR PLAN
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ATIC IA 10877 WATSON ROAD
- 0 GENERAL D'SERAL NO
! , AUTOM ALL CONDUIT TO K 3/4• DIAMETER. UNLESS OTHERWISE NOTED. ST. LOUIS, MO 63127
PUNCH
EXISTING PROJECT MANAGERS
NKiAP 0. CON TRA � 'OR TO VERIFY EXACT LOCATION OF ALL OUTLETS W/
I 8R((,sAAKR00M I 4
COCK , i NOTE 9 NOTE I NOTE 15 26,28 KINKDS REPRESENTATIVE PRIOR TO INSTALLING. W r i
I i
1
NOTE C. VERIFY EXACT LOCATIONS AND NEMA CONFIGURATIONS OF ALL v
\ ` EQUIPMENT PLUGS AND PROVIDE PROPER RECEPTACLE. * 40 ; �? . m I g
NOTE 3 1-5 � � C
• .* .�
h _ D. ALL BRANCH CIRCUITS SHALL CONTAIN A PROPERLY SIZED c �' � z V b +,
_ -y" ' GROUND. AS PER CODE.
-� - -- NOTE 10 �.
lot
I SUB - PANELS FEEDING f ' i E -26,28
_ _ 3 1 - - J . OTE 3 E. ALL RECEPTACLES SHALL BE MOUNTED AT 17" A.F.F. TO 111E 'Y
PANELS A", B , C , 0 , TOP OF FACEPLATE, . JNLESS OTHERWISE NOTED. ��� Q
I AND "E/F" ARE LOCATED IN I
THIS ELECTRIC R l I ll 6 -20R a y 1 5 2
ROOM 1 f ALL OUTLETS AT BUILT -IN COUNTERS TO BE MOUNTED AT 24"
__ .. NOTE 3 -
fi J-BOX FOR VIDEO
ASST MANAGER I 1 FEED AND ,
I I 'OFFICE _ I I NOTE 3 RECEPTACLES FOR
SECURITY
E - 2.4 EQUIPMENT
SALES (NOTE X10/ NOTE 3 NO 5 TR NOTE 10 CABINET, MOUNTED
.� L �E -2,4 A T 54" AFF.
NOTE 6
��' --•- NOTE 10 '
' NEMA t � K?TE
6 -20R NOTE 7---�"
0 -37,39 t J
!NOTE 3
NOTE 3_� .� I
I
I NOTE 7
r. I
I I NOTE 7
I NOTE 3 NOTE 10
1 I
1 }
NOTE 7
1 NOTE 3 - T
NOTE! 3
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,
— - - - -- NOTE 3 -NOTE 3 � NOTE 10 I -_N 10 1
0 1
I () 10-308 I NOTE 10 1
E- 35,37,39 I O
(3 111 10i
NOTE 3 -�� l '10
I I ! NOTE 10.15 j
NOTE 3
NOTE 3 - --
! I I I (1) 5-- 20R
�{{ E 17
NOTE 3 I ]I ;I -9 TYPICAL
NOTE 3 -- NOTE 3 I
NOTE
NOTE 10
OTE 1 I3 -23
NOTE 3 _ _ 1 Fu= 23
I 6 -20R
NOTE 3
1- NCTE 10
- I I NOTE ,4.8 NOTE 2.4.8
I I r E NOTE 3
F -36 i
NOTE 3 (2) 5-208
1 ON (2) SEPARATE ' NOTE 3
I PICTURE I CIRCUITS. NOT F -30 I NOtE 3
STATION 1, tit NOTE 3 C
NOTE 3
1 1 NOTE 3 AIRCUITS)
I NOTE 13
t 1 i NOTE 3
NOTE 10
8 -23
I t i
I
NOTE 10
1 1
I i NOTE 3 ,. 1
6-20R
30 I
�l J I
IT
NOTE 10 I
OTE 1
I 'I TYPICAL 1
-NOTE 3 I
I� 6 - -20R
J
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TYPICAL
28 '
-� --NOTE 1
TYPICAL
Fj 26 I
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C- 26,28.30 NOTE 3 NOTE 3 NOTE 3
-- NOTE 10 K x
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B 6 NOTE 3 NOTE 3
NOTE 3
,` ..,. FAx FAX NOTE 3 1 ;
NOTE 3
I NOTE 1
• NOTE 3
C
1 1 f 1 N
NOTE 3 OTE 3
-NOTE 3-J 1 1 NOTE 3
6-20R
I
1
NOTE 10 NOTE 10 NOTE 10
NOTE 7 NOTE 10 B -36 I NOTE 3 B -38 NEW E -7
1 I r 36 1 1 38 , 1 1
I
I
EXISTINS SIGN J -60X TO
l ALL
I
REMAIN At' IS INCLUDING
CIRCUITING AND WIRE.
I
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16 1\ M
1
I
1
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-- I
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I
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1 36 1
I I nTr 38 OTE 7 NOTE 3 1 3 TYPICAL. FOR
ALL CEILING MOUNTED
1 1 RECEPTACLES i
NOTE 10 i NOTE 10 NOTE 10 I
F -13 1 F -iS F -17 NOTE 10 I NOTE 10 NOTE 10
C I C I C C, C
NOTE 1 _ NOTE 3 _ • , NOTE --_ I _ . ' �'NaTE � NOTE 3
1111111 r. . �i ' � � � � g
� I� J 6 I _�J I 1 . J ,
_.
NOTE 3 ' NOTE 3 1 NOTr 3
I OUTLETS ALONG OUTLETS ALONG OUTLETS ALONG
WINDOIIM TO K I WINDOW TO BE WINDOW TO BE
T i
MSTALLED IN INSTALLED IN INSTALLED IN
' NIREMOLD. SEE WIREMOLD. SEE 1
OE TAIL 11 ON DETAIL ill ON "
ETAIL D. SEE
SHEET A A-8.1. I SHEET A-8.1. ( O SHEET A 8.1
POWER PLAN PLAN NORTH
SCALE: 3/16' = 1'— 0'
•
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1
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iloPROYED
JUL 0 9 2004
Uly d Tukwila -
BUILDING DMSION
STIPULATION FOR REUSE
+- 0IDANW -NC ALAS PRfe►ARED P;M UN ON SPEDC MEAT '
Tukwila, WA 1
KI t:WOKA%0uKr WITM 96 9" DATE a
01.27.04
AND T IS NTT 9L►TARI F FM VE ON A DWVPWNr a'ROJF T 9 OR AT
A LVER .Mk LIIk O' THO DRAMfNC FCfI FiEFE9ENCE OP L AYPLL
3N ANO .ER ono"r REOUIRtB I E %RViCi6 OF p"G 'ERLv
LJ.SE= AIK7IREL`TBId ENpNFAS RC/ROOLJ<`TTa„ OF TF+S
.WILING &OR REUSE ON ANO -HER PPOJWI 18 NO t AL 1 -40RZEC AND
S CONTRARY TO THE NNW 'HkBE ORAW&MANC TOW
AIE TW PROPWIN OF K AKO•g NC MD 9HA.1 NJT OF DLE►LAVFC , N
AN`• MAW&P OR LIED OA VII` OTHER rTgFtK EXCEPT O( WWTT fill
A(.-*kMEN' Iv TMKINK05 NC WHIT DWENWI 1 4TAKt
- NErFNE W;L OVER 9CAIFO DI M41CV4AN) *tki BE VER#WoOf•
'4E JOB S TE K'NKO S INC IS TO IRE NO'T FTE:. A wgmNG OW AM'
.)*C• I5PANGES N D MENSIOW PRIOR TO ME COMMI NCElPN1 OF
ANV WORK T►•E* DRAW1111M ARE aric?1 M FOR OFSKid PURPOSE'S
w V ANC NOT FOR UE N CONSTF UC UFw[ES APP"10 FO AS
SL1CM Cv c)tONEAN�10 AI/T/+ORIfLti
NO REV1910NS nATF
ISSUE DATE 0127.04
SPACE PLAN DATE 11.16.03
DRAWING T TILE
POWER PLAN
"WING NLIM6ER.
r Now 1cme
1 It
r »
N y
_ ".- --- w`^w - - - - �.+�r_ - _ � _w. a -, � '� - -..... ` u ''��.�` .y.
t I _ _ TO THE TOP OF F a �
1 i i
CON LT1nIG ENGINEER
0 NOTE 3
NOTE 3 C
I f 1 1 NOTE 3
1 1 f NOTE 7
. .... NOTE 7
1 PANELS • A", 'Bo. • C W. a 1 NOTE 3
AND "E/F" ARE LOCATED IN 6 -50R I I ' yy ARCHITECTURAL PROJECT NO 902647
THIS ELECTRIC ROOM I NOTE 10 i
' 14 -50R
/ 1 1 NOTE 3
NOTE 3
MH 38" AFF _ ` NOTE 10 ./1/ l NOTE 3
I I t (2 g) NOTE 3 /• 1 C ^.
(2 e) r I NORE 3 ELECTR l CAL NOTEa.
t _ _ _ _ ..... - _ -..�. _ _ _� _ _ ......` - .--_._ _ . _ �. _ _ _ -•--•- _ - --f-- RUN FLEX CONDUIT ALONG BASE OF CABINETS, COORDINATE
CASH ,,, � I 1.
� t) I WITH CABINET MANUF ACTU�cn.
- aQFFICE '
- - -- ____ EXISTING f
ELECTRIC u - _ _
,2. KINKO'S APPROVED COMFJTER STATION, CONNECT FLEX
CONDUIT THROUGH FIRST KNOCK OUTS IN THE BOTTOM PANEL
/ ROOM #2 ` 4 OF THE FIRST STATION. IF ADDITIONAL CIRCUITS ARE
f I OTE 10 I I I REQUIRED, THE ELECTR CLAN IS TO BRING THEM THROUGH THE
SYSTEMS FURNITURE T ANELS. THE ELECTRICIAN MUST PULL
' L 1j - 2 � 8) w~' ` ,i NOTE 3 i ?' THE WIRES AND PR O%IDE THE OUTLETS. SEE DETAILS ON
\ SHEET E -4 REFER TO FURNITURE VENDOR FOR ADDITIONAL
MH 38" AFF 1 t NOTE 9 NOTE 9 , NOTE 15 , I INSTALLATION INFORMATION ALL WORK SHALL BE IN STRICT
, ' NOTE 7 r'I ACCORDANCE WITF THE N.E.C. AND LOCAL ELECTRICAL CODE
MANAGERjc- NOTE 3 EXISTING EXISTING NOTE 3 4 A C NOT'c 3 I J. R
�QFFICE _ I ' 14 -50R - - — -'
5
� I MEN'S MEN'S i � NOTE 10 — -� � c '� ELC TO RECCNNECT TO SAME EXISTING CIRCUI Tr .
low > -
RESTROOM RESTROOM I (2 0 10) ! + NbTE 3
-! .4. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF
NOTE 10 '-f `NOTE 7 FURNITUR; FIELD CONNECT POWER WHIP TO CIRCUITS IN
! °"�` :. ` '� RECESS JLNCTION BOX. VERIFY ELECTRICAL REQUIREMENTS OF
NOTE 10
L__ J SEE DETAIL 3 M! NOTE 10 `` ! RMODUI AR FURNITURE WITH KINKDS PRIOR TO ROUGH-IN.�
-� NOTE 9 NOTE 9 SHEFT C- ,i FOR `` �� �...` . _, S. BOOST 'RANSFORM R MOUNTED ABOVE CEILING, 208 VOLT. 1 M
I E
NOTE 3 � ro GATED TELECOM CLOSET 1 I '- IN• 240 VOLT, 1. OUT. •,<
' EXISTING EXISTING ' TELECOM ROOM OUTLE" LOC ATIONS. NOTE 3 I
WOMEN'S WOMENS j I MH 9c 14 -30R � �• AFF FOR ORR DR X32 -IA MOTOR SAFETY SNATCH MOUNTED AT 48
MOTE 3 1
RESTROONj, _ ESTROOM t54• AFF , N 3 �"' 1 I I
1 7. PROVIDE WMREMOLD 2300 SERIES SURFACE MOUNTED RACEWAY, A e
w NOTE 10 I 'NOTE 2.4.8 OTE 7 I SURFACE MOUNTED OUTLETS AND ALL ASSOCIATED FITTINGS AS
- I
I
�� REQUIRED FOR A COMPLETE WORKING SYSTEM. !
OTE 3 (12 10)
- - - - - NOTE 3
' I C` 8. WALL MOUNTED J -BOX AT 15" A.F.F., USE FLEX CONDUIT FOR
1 NOTE 3 I -- NOTE 3 CONNECTION TO SYSTEMS FURNITURE. „..�.
J 9. EXISTING DEVICES WITH THEIR RESPECTIVE CIRCUITS TO REMAIN
TINDER I I 1 - , + AS IS. NO CHANGE
NOTE 3 NOTE 2,4,8 -4:4 I 10. ROUTE UNDER FLOOR TO NEAREST WALL AND ROUTE CONDUIT
t
AND MARE IN CRAWL SPACE AREA AND UP WAIL AND OVER
L CI)
'�•�'� TO PANEL. ALL EXISTING DEVICES IN FLOOR NOT USED TO
I
I NOTE 3 ' + BE ABANDON, AND CAPPED FLUSH WITH FLOOR USING METAL ♦-'
FLOOR PLATE.
NOTE 3 NOTE 15 11. FLUSH MOUNTED FLOOR BOX. DEVICE TYPE AS NOTED, TYPICAL W CD
NOTE 3 I - � - ` _ �
40TE 7 (TYPICAL) I F -32 NOTE 3 12. DRCVIDE CIRCUIT FOR SIGN FROM AVAILABLE SPARE
4 CIRCUIT IN EXISTING 120/208V PANEL F. co
I 1 �1L I 13. PROVIDE CIRCUIT FOR DRINK MACHINE FROM AVAILABLE SPARE a
CIRCUIT IN EXISTING 120/208V PANEL F. as Q
14. ELC TO RECONNECT IN THIS RM TO SAME EXISTING CIRCUIT(S)
FROM BREAKROOM IN THIS LOCATION. •
NOTE 10 15. ELC TO CONNECT TO SPARE IN EXIST. PANEL. C c
Q .,E
NOTES:
1. ALL EQUIPMENT SHOWN IS EXISTING RELOCATED, CIRCUIT
NUMBERS SHOWN FOR SOME DEVICEF WERE TAKEN FROM
COPIES OF THE ORIGINAL PANEL DIRECTORIES. ALL EQUIPMENT
HAS BEEN RELOCATED WITH THE INTENT TO REUSE THEIR
ORIGINAL CIRCUITS, ELC TO FIELD VERIFY, AND RECONNECT TO
SAME CIRCUIT.
2. FOR ELECTRICAL DEMOLITION NOTES SEE ARCHITECTURAL
DEMOLITION PLAN.
BRANCH NO SITE 10 NO PROGPAM
5173 972624 REM
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PERMIT
01.2 7.
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WD
03.10.04
F IXTURE PLAN REVISIONS
:14.19.0
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t IXTURE PLAN REVISIONS
06.11.04
4
I REV FIX PLAN
06.17.
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ISSUE DATE 0127.04
SPACE PLAN DATE 11.16.03
DRAWING T TILE
POWER PLAN
"WING NLIM6ER.
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_ ".- --- w`^w - - - - �.+�r_ - _ � _w. a -, � '� - -..... ` u ''��.�` .y.
t I _ _ TO THE TOP OF F a �
1 i i
CON LT1nIG ENGINEER
0 NOTE 3
NOTE 3 C
I f 1 1 NOTE 3
1 1 f NOTE 7
. .... NOTE 7
1 PANELS • A", 'Bo. • C W. a 1 NOTE 3
AND "E/F" ARE LOCATED IN 6 -50R I I ' yy ARCHITECTURAL PROJECT NO 902647
THIS ELECTRIC ROOM I NOTE 10 i
' 14 -50R
/ 1 1 NOTE 3
NOTE 3
MH 38" AFF _ ` NOTE 10 ./1/ l NOTE 3
I I t (2 g) NOTE 3 /• 1 C ^.
(2 e) r I NORE 3 ELECTR l CAL NOTEa.
t _ _ _ _ ..... - _ -..�. _ _ _� _ _ ......` - .--_._ _ . _ �. _ _ _ -•--•- _ - --f-- RUN FLEX CONDUIT ALONG BASE OF CABINETS, COORDINATE
CASH ,,, � I 1.
� t) I WITH CABINET MANUF ACTU�cn.
- aQFFICE '
- - -- ____ EXISTING f
ELECTRIC u - _ _
,2. KINKO'S APPROVED COMFJTER STATION, CONNECT FLEX
CONDUIT THROUGH FIRST KNOCK OUTS IN THE BOTTOM PANEL
/ ROOM #2 ` 4 OF THE FIRST STATION. IF ADDITIONAL CIRCUITS ARE
f I OTE 10 I I I REQUIRED, THE ELECTR CLAN IS TO BRING THEM THROUGH THE
SYSTEMS FURNITURE T ANELS. THE ELECTRICIAN MUST PULL
' L 1j - 2 � 8) w~' ` ,i NOTE 3 i ?' THE WIRES AND PR O%IDE THE OUTLETS. SEE DETAILS ON
\ SHEET E -4 REFER TO FURNITURE VENDOR FOR ADDITIONAL
MH 38" AFF 1 t NOTE 9 NOTE 9 , NOTE 15 , I INSTALLATION INFORMATION ALL WORK SHALL BE IN STRICT
, ' NOTE 7 r'I ACCORDANCE WITF THE N.E.C. AND LOCAL ELECTRICAL CODE
MANAGERjc- NOTE 3 EXISTING EXISTING NOTE 3 4 A C NOT'c 3 I J. R
�QFFICE _ I ' 14 -50R - - — -'
5
� I MEN'S MEN'S i � NOTE 10 — -� � c '� ELC TO RECCNNECT TO SAME EXISTING CIRCUI Tr .
low > -
RESTROOM RESTROOM I (2 0 10) ! + NbTE 3
-! .4. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF
NOTE 10 '-f `NOTE 7 FURNITUR; FIELD CONNECT POWER WHIP TO CIRCUITS IN
! °"�` :. ` '� RECESS JLNCTION BOX. VERIFY ELECTRICAL REQUIREMENTS OF
NOTE 10
L__ J SEE DETAIL 3 M! NOTE 10 `` ! RMODUI AR FURNITURE WITH KINKDS PRIOR TO ROUGH-IN.�
-� NOTE 9 NOTE 9 SHEFT C- ,i FOR `` �� �...` . _, S. BOOST 'RANSFORM R MOUNTED ABOVE CEILING, 208 VOLT. 1 M
I E
NOTE 3 � ro GATED TELECOM CLOSET 1 I '- IN• 240 VOLT, 1. OUT. •,<
' EXISTING EXISTING ' TELECOM ROOM OUTLE" LOC ATIONS. NOTE 3 I
WOMEN'S WOMENS j I MH 9c 14 -30R � �• AFF FOR ORR DR X32 -IA MOTOR SAFETY SNATCH MOUNTED AT 48
MOTE 3 1
RESTROONj, _ ESTROOM t54• AFF , N 3 �"' 1 I I
1 7. PROVIDE WMREMOLD 2300 SERIES SURFACE MOUNTED RACEWAY, A e
w NOTE 10 I 'NOTE 2.4.8 OTE 7 I SURFACE MOUNTED OUTLETS AND ALL ASSOCIATED FITTINGS AS
- I
I
�� REQUIRED FOR A COMPLETE WORKING SYSTEM. !
OTE 3 (12 10)
- - - - - NOTE 3
' I C` 8. WALL MOUNTED J -BOX AT 15" A.F.F., USE FLEX CONDUIT FOR
1 NOTE 3 I -- NOTE 3 CONNECTION TO SYSTEMS FURNITURE. „..�.
J 9. EXISTING DEVICES WITH THEIR RESPECTIVE CIRCUITS TO REMAIN
TINDER I I 1 - , + AS IS. NO CHANGE
NOTE 3 NOTE 2,4,8 -4:4 I 10. ROUTE UNDER FLOOR TO NEAREST WALL AND ROUTE CONDUIT
t
AND MARE IN CRAWL SPACE AREA AND UP WAIL AND OVER
L CI)
'�•�'� TO PANEL. ALL EXISTING DEVICES IN FLOOR NOT USED TO
I
I NOTE 3 ' + BE ABANDON, AND CAPPED FLUSH WITH FLOOR USING METAL ♦-'
FLOOR PLATE.
NOTE 3 NOTE 15 11. FLUSH MOUNTED FLOOR BOX. DEVICE TYPE AS NOTED, TYPICAL W CD
NOTE 3 I - � - ` _ �
40TE 7 (TYPICAL) I F -32 NOTE 3 12. DRCVIDE CIRCUIT FOR SIGN FROM AVAILABLE SPARE
4 CIRCUIT IN EXISTING 120/208V PANEL F. co
I 1 �1L I 13. PROVIDE CIRCUIT FOR DRINK MACHINE FROM AVAILABLE SPARE a
CIRCUIT IN EXISTING 120/208V PANEL F. as Q
14. ELC TO RECONNECT IN THIS RM TO SAME EXISTING CIRCUIT(S)
FROM BREAKROOM IN THIS LOCATION. •
NOTE 10 15. ELC TO CONNECT TO SPARE IN EXIST. PANEL. C c
Q .,E
NOTES:
1. ALL EQUIPMENT SHOWN IS EXISTING RELOCATED, CIRCUIT
NUMBERS SHOWN FOR SOME DEVICEF WERE TAKEN FROM
COPIES OF THE ORIGINAL PANEL DIRECTORIES. ALL EQUIPMENT
HAS BEEN RELOCATED WITH THE INTENT TO REUSE THEIR
ORIGINAL CIRCUITS, ELC TO FIELD VERIFY, AND RECONNECT TO
SAME CIRCUIT.
2. FOR ELECTRICAL DEMOLITION NOTES SEE ARCHITECTURAL
DEMOLITION PLAN.
BRANCH NO SITE 10 NO PROGPAM
5173 972624 REM
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