HomeMy WebLinkAboutPermit D16-0175 - T-MOBILE - TENANT IMPROVEMENTT-M O B I LE
17401 SOUTHCENTER PK
121
D 16-0175
City of Tukwila
' Department of Community Development
;
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
' `' Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.�ov
Parcel No:
Address:
fT��I���I�ul�►t�»��l�ilt�
2623049120
17401 SOUTHCENTER PKWY 121
Project Name: T-MOBILE
Owner:
Name: WINNERS 3 LLC
Address: 117 E LOUISA ST #230 , SEATTLE, WA,
98102
Contact Person:
Name: QUANG BUI THANH
Address: 23423 14TH AVE S, DES MOINES, WA,
98198
Contractor:
Name: ADEKC01 LLC
Address: 23423 14 AVE S, DESMOINES, WA,
98198
License No: ADEKCL*843KZ
Lender:
Name:
Address: , , ,
DESCRIPTION OF WORK:
Permit Number: D16-0175
Issue Date: 7/13/2016
Permit Expires On: 1/9/2017
Phone: (206) 412-1475
Phone: (206) 412-1475
Expiration Date: 5/12/2018
TENANT IMPROVEMENT- REPLACE FIXTURES (CABINETS) AND REPLAEC fINISHING FRONT A�1D BACK OF STORE.
Project Valuation: $18,000.00 Fees Collected: $757.78
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIB Occupancy per IBC: M
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
Channelization/Striping:
2015 National Electrical Code:
2015 WA Cities Electrical Code:
2015 WAC 296-46B:
2015 WA State Energy Code:
2015
2014
2014
2014
2015
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Si nature V "" I°' � Date� I�
g
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permi � d agree to the conditions attached to this permit.
Signature: �' ' `` Date: �� � � � / b
Print Name: f�" 1it/i j�v �-i N Ej ��l'�i�
This permit sha�i become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shalt be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shali be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
9: There shall be no occupancy of a building until final inspection has been compieted and approved by
Tukwila building inspector. No exception.
10: Remove ali demolition rubble and loose misceilaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 406:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
16: Portable fire extinguishers, not housed in cabinets, shall be instailed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shail not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shail be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
19: Maintain fire extinguisher coverage throughout.
20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1008.1.8.3 subsection 2.2)
21: Dead boits 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. (IFC Chapter 10)
22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
24: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
28: Fire protection systems shall be maintained in accordance with the original instailation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shail be done in accordance with applicable standards. (IFC 901.4)
26: Sprinklers shall be instailed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
25: All new sprinkler systems and all modifications to existing sprinkler systems shali have fire department
review and 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 Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkier work shall commence
without approved drawings. (City Ordinance No. 2436).
29: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of
N.F.P.A. 72 and City Ordinance #2437.
31: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
30: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.9 of the International Building Code.
33: New and existing buildings shall have approved address numbers, building numbers or approved building
identification placed in a position that is plainly legible and visible from the street or road fronting the
property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers
or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width
of 0.5 inch (12.7mm). (IFC 505.1)
27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0301 CONCRETE SLAB
1400 FIRE FINAL
0409 FRAMIN�
0606 GLAZING
.�fr�
CITY OF TUKr. rLA
Community Development Depart`nent
Pub[ic Works Department
Permit Center
6300 5outhcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA�ov
SITE LOCATION �
Building Permit No. �
Project No.
Date Application Accepted: � �1��'I
Date Application Expires: t�� 2-2 '��'/
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted tl►rough the mail or by fax.
**Please Print**
King Co Assessor's Tax No.:
Site Address: l��F-'�� ���'( �"�(� �KWY- �W^� Suite Number: ��7C�- r
Tenant Name: T� ��'�,0�1 �;� New Tenant:
PROPERTY OWNER
Name:
Address:
City: State: Zip:
CONTACT PERSON — person receiving all project
communication
Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
Floor:
❑ ..... Yes �.. No
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: �p�-f i`S g�.� f7r.t AT� .
Address:l ��� � � S
State:
H:Wpplications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx �
Revised: Feb�vary 2012 Page 1 of 4
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_ __ �
BUILDING PERMIT INFORMATIC 206-431-3670 �
p �
Valuation of Project (contractor's bid price): $ li�� Q� Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
R�� ���P.��'�i�i�� 1 , .�',�-�'�vl�� � `��T—� d��
� �� �,
Will there be new rack storage? ❑.... Yes �..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Addition to Type of Type of
Existing Construction per Occupancy per
Existin Interior Remodel Structure New IBC IBC
151 Floor C �� � �
2" Floor
3` Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑....... Yes ❑....... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ ....... Sprinklers ❑ .......Automatic Fire Alarm ❑....... None ❑....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.......Yes ❑...... No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including guantities and Material Safely Data Sheets.
SEPTIC SYSTEM
❑.......On-site Septic System — For on-site septic system, provide 2 copies of a cunent septic design approved by King County Health
Department.
H:Wpplications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx
Revised: February 2072 Page 2 of 4
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�
�r I PUBLIC WORKS PERNIIT INFI. /IATION — 206-433-0179
Scope of Work (please provide detailed information
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑.. Tukwila ❑... Water District # 125 ❑... Highline
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila ❑ ...Valley View ❑... Renton
❑.. Sewer Use Certificate ❑...Sewer Availability Provided
❑... Renton
❑... Seattle
Septic Svstem•
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Apnlication (mark boxes which aualvl:
❑.. Civil Plans (Maximum Paper Size — 22" x 34")
❑.. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑.. Traffic Impact Analysis
❑ .. Bond ❑... Insurance ❑... Easement(s) ❑ ... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
Proaosed Activities (mark boxes that applvl:
❑.. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less 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
❑ .. Total Fill cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements �
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑... Work in Flood Zone
❑... Storm Drainage
❑... Abandon Septic Tank
❑... Curb Cut
❑... Pavement Cut
❑... Looped Fire Line
❑.. Permanent Water Meter Size (1) " WO #_
❑.. Temporary Water Meter Size (1) " WO #
❑.. Water Only Meter Size........... " WO #
❑.. Sewer Main Extension............ Public ❑ Private ❑
❑.. Water Main Extension............ Public ❑ Private ❑
I FINANCE INFORMATION
Fire Line Size at Property Line _
❑ .. Water ❑ .. Sewer
Monthlv Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billine:
Mailing
❑... Grease Interceptor
❑... Channelization
❑ ... Trench Excavation
❑... Utility Undergrounding
(2) " WO # (3) " WO #
(2) " WO # (3) " WO #
_ ❑ .. Deduct Water Meter Size "
Number of Public Fire Hydrant(s)
❑ .. Sewage Treatment
H:Wpplications�F'orms-Applications On Line�2012 ApplicationsU'ermit Application Revised - 2-7-12.docx
Revised: Febnary 2012
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Day Telephone:
City
Day Telephone:
City
State Zip
State Zip
Page 3 of 4
�
PERMIT APPLICATION NOTES — ___ - 1 '�
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 1053.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHOWZED TO APPLY FOR THIS PERMIT.
BUILDING
Date: � '���`� � �
Print Name: �./��(�� �j(�t.{ T'�� Day Telephone: ra�0% '-' �- (Z'' r�1-j��
Mailing Address:.�� (Li�, �(r� ,�2 - Ci - �/�,(SplJ�f� W�i - q��l��
City State Z{p
H:Wpplications�Forms-Applications On Line�2012 ApplicationsU'ermit Application Revised - 2-7-]2.docx
Revised: February 2012 Page 4 of 4
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Date Paid: Wednesday, July 13, 2016
Paid By: ADEKCO
Pay Method: CHECK 1175
Printed: Wednesday, July 13, 2016 2:19 PM 1 of 1
�. �YSTL"M5
Date Paid: Wednesday, June 22, 2016
Paid By: ADEKCO
Pay Method: CREDIT CARD 182606
Printed: Wednesday, June 22, 2016 12:20 PM 1 of 1
SYS7EM5
i, INSPECTION RECORD �
Retain a copy wit�h permit �� ��a� 7�
INSPECTION N0. PERMIT N0. �
CITY OF� TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. a Corrections required prior to approval.
Ilnspector: � A I�ate:8/� ZI/� I
l
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD D/Ln r�l 7Sr
� Retain a copy with permit
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:,,,_._.- ' Type of Inspection:
� � !� v ��' l!G � �S � �i N � j .
Address: ���f� � J��1x.,,�� Contact Person:
Suite #:
Special Instructions: Phone No.:
�
� Approved per applicable codes. � Corrections required prior to approval.
�
COMMENTS:
,
� � -� �� ,1-�A-'�� -- C'> �-
�t ,�� � �'�
s � �r�
;
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T pe:
Inspector:
Date: �� i �� 1 L, � Hrs.:
� � �
�$100.00 REINSPECTION FEE REQUIRED. You will-receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
Company Name:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0175 DATE: 06/22/16
PROJECT NAME: T-MOBILE
SITE ADDRESS: 17401 SOUTHCENTER PKWY, #121
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit lssued
DEPARTM�NTS:
� �„�� �,.�1-lc� A'hn �G ���•l� � �, (�.�9-��
Bui�'din Division Fire Prevention Plannin Division
g � � g �
� •� '�Y�
�ubl�orlcs � Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DaTE: 06/23/16
Not Applicable ❑
(no approval/review requif•ed)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved
Structural Review Required ❑
DATE:
DUE DATE: O7IZ1/16
� Approved with Conditions d
Corrections Required ❑
(correctioras entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zonirrg Issues)
DATE:
Pernzit Cei�ter Use Ofily
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/IS/2013
ADEKCOI LLC
Washingtan State Deparrhnnent of
I.abor & lndustri�s
ADEKC01 LLC
Owner or tradesperson
Prnicipals
Bui, Quang Thanh, PARTNER/MEMBER
Doing business as
ADEKC01 LLC
WA UBI No.
603 516 320
License
Horr.ie Espai5ol C:ontact
Safety & Health Claims & Insurance
23423 14TH AVE S
DES MOINES, WA 98198
206-412-1475
KING County
Business type
Limited Liability Company
Page 1 of 2
Search L&i �..__._�_�`
t�-Z T�,dex ltetp bt�� t.,t�l
Workpiace Rights Trades & Licensing
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
......................................
Meets current requirements.
License specialties
GENERAL
License no.
ADEKCL*843KZ
Effective — expiration
0511212016— 05H 21201 S
Bond
..
Wesco Insurance Co
Bond account no.
46W 6068844
Received by L&i
05/12/2016
Insurance
...............
Atlantic Cas Ins Co
PoliCy no.
L209000902015
Received by l&i
05/09/2016
$12,000.00
Effective date
05/1212016
Expiratian date
Until Canceled
$1,000,000.00
Effective date
10/0312015
Expiration date
10/03/2016
Savings
....... ....
No savings accounts during the previous 6 year period.
Lawsuits a�ainst the bond or savings
. .. ..
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L8I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
.....................
No license violations during the previous 6 year period.
Workers' comp
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603516320&LIC=ADEKCL*843KZ&SAW= 7/11/2016
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� Citjr of Tukwila $UiLDiNG DIVISIO�
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B.111!_I����G DIVISIQ '
REVIEWED FOR
�ODE �4MPLIANCE
Q R�VISIONS � �i�P�OVED
174 01 S C� U T H C E T E R PA R K /'l� No changAs shall be made to the scope
of �vor�< tivithout prior approval of JUL 0 8 2016
T�� I LA WA 8 9� 8 8 Tu!;��rila Building Division. . �
P��T�: Revisicns will require a nEw pian submitta{
� �� and may inciud� adtiitional plan reviev�r fees. Ci� of Tu6cwifa
�UILDING DIVISION
c�
SCOPE OF WORK - TENANT IMPROVEMENT OF EXISTING
SPACE - ALTERATION LEVEL 1:
SOUTHCENTER & 1. EXISTING STOREFRONT TC� REMAIN.
S��,n�; �*��<s��=� �- ������ F g - MINKLER �:- : �' 2. EXISTING LAY-IN CEILING GRID TO REMAIN.
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a. � �r.., , .t.�j� �+N ,...�I .a�r ,�. . ,t . `c &At1at9EMM) ;� t.` �il �� , -�':\, � a .; , f'..�;p,: '� ': ��',`i i Vr�� ! I �
� t .r�.� �;� ,�,:-, .;�y� r' i;_ •�M1Y7kalfittQp' � t 4.�, . . �' �� 0 � � � �•
��3 ���� � � � ��������� ' �, , ��� - , : :�,a 4 ., � � ' �bl,],� 3. EXISTING PLUMBING AND FIXTURES TO REMAIN.
�� `��;s' �>> � � � : �W ? � +,: ����.'` � � :y� 4. EXISTING RTU AND MECHANICAL SYSTEMS TO f�EMAIN.
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'°`�" ' '� }�s`°°�h� � h'�� ����'����� � ��r��' ` . � � � 5. REPLACE CASHWRAPS AND SALES FLOOR FIXTURES.
,
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: � � fi ` � �"� S�� � °tx� ° �j ' ` 6. REPLACE FINISHES IN SALES AREA.
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PROVIDE ADDITIONAL EXIT SIGNS AND FIRE E N
,_ _ -� , . � . _..; � � . .. ' �� . `` _' . h . <, ., , . ._,,... . . : ,
THE FIRE DEPARTMENT FIELD INSPECTOR.
NORTH NORTH 3 RATING OFONOT ESS�THAN 2-A W THN 75�F00 TRAOVEL ISOTANOCEI�TO A L PORT�IONS �F THEI SPACE.ER WITH A
D1 VICINITY NIAP D5 KEYPLAN C9 FIRE DEPT. NOTES
NTS TUKWILA, WASHfNGTON 89188 NTS 17401 SOUTHCENTER PARKWAY, TUKWILA, WA WHEN REQUIRED
0
1. PROJECT DESCRIPTION: . . TENAfVT fMPROVEMENT
MOBILEPHONE&SERVICESALES(RETAIL) CLIENT (OWNER): ARCHITECT OF RECaRD: �w�.# DRAWING TITLE
2. PROJECT LOCATION: . . SQUTHCENTER 8� MINKLER T� Mobile DAVI D A. U DKOW A. ALL WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL CODES HAVING JURISDICTION.
17401 SOUTHCENTER PARKWAY 12920 SE 38th STREET 11881 NORTH 113TH. WAY ARCHITECTURE
TUKWILA, WA 89188 BELLEVUE, WASHINGTON 98006 SCOTTSDALE, AZ 85259 B. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITN THE BUILDING MANAGEMENT'S RULES AND A-0 ARCHITECTURAL DATA SHEET
PROJECT CONTACT: DAVID A. UDKOW REGULATIONS.
3. GOVERNING CODES: . . . ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE EMAIL: davidaudkow�cox.net A-1 EXISTING CONDITIONS & DEMOLITION PIAN
REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND CO NSTRU CTI ON PHONE: 480-614-3385 C. MODIFICATIONS TO THE BASE BUIIDING S7RUCTURE, CORE AREAS AND UTILITY SYSTEMS ARE NOT IN THIS
LOCAL CODES HAVING JURISDICTION. CONTRACT, EXCEPT AS NOTED ON THESE DRAWINGS OR AS REQUIRED TO COMPLETE THE WORK INDICATED ON A-1.1 PHASING FLOOR PLAN
PR�JECT MANAGER. THESE DRAWINGS.
BUILDING: 2012 INTERNATIONAL BUILDING CODE A-1.2 NOT USED
J4NES LANG LASALLE ENGINEERING FIRM. D. THECONTRACTORSHALLMAKEALLARRANGEMENTSANDPAYFORALLFEES,CHARGESANDPERMITSREQUIRED
MECHANICAL: 2012 INTERNA710NAL MECHANICAL CODE 12920 SE 38TH STREET DPC E AS WELL AS FOR HAULING, RIGGING AND TRANSPORTATION CHARGES. A-2 FLOOR / FIXTURE PLAN
PLUMBING: 2012 INTERNATIONAL PLUMBING CODE BELLEVUE, WASHINGTON 98006 E. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR (HEREINAFTER A-3 NOT USED
ELECTRICAL: XXXX NATIONAL ELECTRIC CODE CONTACT: HEIDI MONAHAN DON PENN - CONSULTING ENGINEER REFERRED TO AS THE AGREEMENT) WITH CONDITIONS OF THE CONTRACT (GENERAL, SUPPLEMENTARY AND .
635 WESTPORT PARKWAY A-4 INTERIOR ELEVATIONS
V PHONE: 206-724-6750 OTHER CONDITIONS). DRAWINGS, SPECIFICATIONS, ADDENDA ISSUED PRIOR TO THE EXECUTION OF THE
SUITE 300
ENERGY: 2012 INTERNATIONAL ENERGY CONSERVATION CODE EMAIL: HEIDI.MONAHAN@am.jll.com GRAPEVINE, TEXAS 76051 AGREEMENT, OTHER DOCUMENTS LISTED IN THE AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF A-5 BASE AND FLOORING DETAILS
ACCESSIBILITY: 2009 ICC/AN51 A117.1 ACCESSIBLE PHONE; 817.410.2858 THE AGREEMENT.
120-3-20A / 2010 ADA STANDARDS FAX: 817.251.8411 A-6 NOT USED
PROJECT CONTACT: HANS OPLINGER F. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION
FIRE: 2012 INTERNATIONAL FIRE CODE E-MAIL: hoplinger@donpenn.com AND COMPLETION OF THE WORK BY THE CONTRACTORS. PERFORMANCE BY THE CONTRACTO{2 SHALL BE A-7 NOT USED
REQUIRED ONLY TO EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM
4. CONSTRUCTION TYPE: • • II-B - FULLY SPRINKLERED THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. A-8 SPECIFICA710NS
. M(MERCANTILE) G. THE CON7RACT DOCUMENTS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSNIP OF ANY A-9 SPECIFICATIONS
5. OCCUPANCY: • • • KIND (1) BETWEEN THE ARCHITECT AND CONTRACTOR, (2) BETWEEN THE OWNER AND A SUBCONTRACTOR OR
SUB-SUBCONTRACTOR, OR (3) BETWEEN ANY PERSONS OR ENTITIES OTHER THAN 7HE OWNER AND ENGINEERING
6. GROSS LEASED PREMISES: .. 1921 S�. FT CONTRACTOR.
E-1 ELECTRICAL SPECIFICATIONS �
7. OCCUPANT LOAD: , . . . . PUB�IC AREA: 1214 S.F. = 30 = 40.5 H. EXECUTION OF THE CONTRACT BY CONTRACTOR IS A REPRESENTATION THAT THE CONTRACTOR HAS VISITED
BACK-OF-HOUSE: 387 S.F. = 300 = �,3 THE SITE AND HAS BECOME FAMILIAR WITH 7HE LOCAL CONDITIONS UNDER WHICH 7HE WORK IS TO BE E-2 NOT USED CI ��
ACCESSORY: 320 S.F. - 300 = 1.1 PERFORMED. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONOITIONS BEFORE COMMENCING WORK AND
SHALL NOTIFY ARCHITECT AND/OR ENGINEER IF A CONDITION EXISTS WHICH PREVENTS THE CONTRACTOR FROM E-3 POWER FLOOR PLAN
(HALLWAY ACCOMPLISHING THE INTENT OF THE DRAWINGS. �
m TOILET ROOM(S)
E-3.1 FIXTURE FEED WIRING DETAILS
WINDOW DISPLAY) I. THE TERM "WORK" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, (�
WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR; MATERIALS, EQUIPMENT E-3.2 FIXTURE FEED WIRING DETAILS
TOTAL NUMBER OF OCCUPANTS = 43 AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S
OBLIGATIONS. THE WORK MAY CONSTITUTE 7HE WHOLE OR PART OF THE PROJECT. E-4 ELECTRICAL PANELS
8. EXIT REQUIREMENTS: . . TWO EXITS REQUIRED WHEN OCCUPANT LOAD IS GREATER THAN E-5 NOT USED
49 OR COMMON PATH OF TRAVEL EXCEEDS 75 FT. J. G.C. SHALL NOT CUT OR DISTURB EXISTING STRUCTURAL SYSTEM. THE G.0 SHALL X-RAY/PACHOMETER SLAB 70
ONE EXIT REQUIRED. TWO EXITS PROVIDED. DETERMINE IF POST TENSIONED SLAB OR IF DESIGN IS IN CONFLICT WITH EXISTING STRUCTURAL SYSTEMS WHEN ;;
(ONE EXIT IN SALES AREA - ONE EXIT IN B.O.H.) THE FOLLOWING OCCURS:
• TENANT SPACE IS LOCATED IN A SECOND FLOOR
• LOWER LEVEL EXTENDS SELOW THE TENANT SPACE
MAX TRAVEL DISTANCE = 60'-0" < 200' (250' IF SPRINKLERED) • ABSENCE OF STRUCTURAL DRAWINGS FROM ARCHITECTS AND/0R LANDLORD •
• ABSENCE OF STRUCTURAL DRAWINGS INCLUDED WITH CONTRAC7 DOCUMENTS
9. EXIT ILLUMINATION: . . . EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN • G.C. SHALL ONLY INCLUDE AN AILOWANCE IN HIS BID FOR THE X-RAY/PACHOMETER WHEN ANY OR ALL OF THE
ON SHEET E2. _ ABOVE OCCUR. (TYP.)
NO CHANGES PROPOSED FOR K. PROVIDE CON7ROL KEY AND MASTER KEY AS REQUIRED BY CONTRACT. PERFORM ALL REQUIRED CLEANINGS AS
� 10. MUNICIPAL REVIEW: . . � CITY OF TUKWILA BUILDING TYPE, OCCUPANCY PER CONTRACT INCLUDING, BUT NOT LIMITED TO, ALL STOREFRONT WINDOWS, MULLIONS, CEILINGS,
> z BUILDING SAFETY GROUP/LOAQ, OR EXITING. SUPPLYlRE7URN AIR GRILLS, FLOORING AND FLOOR WAX, TOILET ROOMS, 701LET ROOM CAULKING,AND
o W� <t SPRINKLER SYSTEM TO BE WALK-OFF MAT. REMOVE ALL TRASH AND DEBRIS FROM THE SITE. STACK ALL BOH ITEM, SALES AREA EQUIPMENT,
� N a 6200 SOUTHCEN7ER BLVD. SUBMITTED UNDER SEPARATE
4=� TUKWILA, WA 89188 MERCHANDISING ACCESSORIES, AND COLIATERAL NEATLY BY TYPE (SEE LABEI COLOR).
a o� PERMIT IF REQUIRED.
� � � PHONE: (206) 433-1833
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�W� A1 CODE ANALYSIS A4 PROJECT TEAM A7 GENERAL NOTES A10 DRAWING I(VDEX
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a JLL company
398 S. MILL AVE
SUITE 201
TEMPE, AZ 852$1
480.626.6304 � www.bigredrooster.com
�AVTD A. UDKOW
AI��HITECT
11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
(PH) 480.614.3385 � (F) 480.614.0209
davidaudkow@cox.net
COPYRIGHT NOTICE:
These drawings and specifications are copyrlghted and subject to
copyr(ght protectfon as an "architectural work' under sec. 102 of the
copyright act, 17 U.S.C. As amended January 2003. The protection
fncludes, wfthout Ilmitatlon, the overall .form, arrangement and
compositlon of spaces, and elements of the deslgn. Under such
protect(on, unauthorized use of these drawings and specifications
may result in cessation of construction, building seizure, and/or
monetary liability.
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DATE: SHEET:
06.14.16
SCALE:
NTS
DRAWN BY: . XX � �
PROJECT No.: TMO319
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' NOTE:
G.C. 70 COORDINATE REMOVAL OF
ALI. CEILING EQUIPMENT (TYCO
SECURITY, CAMERAS, FIRE
STROBES, SHOPPER TRAK, E7C.)
WITH SOLE SOURCE VENDOR OR
OWNER'S VENDOR AS REQtJlRED.
EXTERIOR
3
f r - nl
� D1 EXISTING CONDITIONS AND DEMOLITION P�AN
1 /4" = 1'-0"
OEXISTING STOREFRONT SYSTEM AND ENTRY DOORS TO REMAIN.
OEXISTING DEMISING WALI TO REMAIN. PATCH AND REPAIR AS REQUIRED.
O3 EXISTING EXTERIOR CMU WALL AND/OR CONSTRUCTION TO REMAIN. GC TO VERIFY CONDITION
AND ALERT T-MOBILE PM IF CONDITION WARRANT REPAIR. THIS IS A LANDLORD RESPONSIBILITY.
OEXISTING FLOOR FINISHES TO BE REMOVED. PREPARE EXISTING CONCRETE FLOOR SURFACE
FOR INSTALLATION OF NEW FLOORING MATERIALS AS INDICATED IN THESE PLANS. SEE FINISH
SCHEDULE SHEET A-2.
v O EXISTING SERVICE DOOR 70 REMAIN.
OEXISTING PLUMBING FIXTURES TO REMAIN.
OLEASE LINE
8 EXISTING ELEC PANELS AND EQUIPMENT TO REMAIN. SEE ELEC. DRAWINGS.
O
gO EXISTING THRESHOLb TO REMAIN. REPLACE IF IT EXCEEDS 1/2" IN HEIGHT.
10 �XISTING DASHED FLOOWWALL FIXTURES AND SIGNAGE TO BE REMOVED IN THEIR ENTIRETY AS INDICATED BY THESE
PLANS. ALL ASSOCIATED EQUIPMENT IS TO BE DECOMMISSIONED BY OWNER'S VENDORS AND STORED IN BACK OF
HOUSE FOR FUTURE USE. GC TO COORDINATE WITH T-MOBILE STORE MANAGER REGARDING FIX7URES TO BE
RETAINED FOR THE TEMP STORE. SEE SHEET A-1.1 FOR 7YPICAL GUIDELINES.
m
11 EXISTING FLOORNVALL FIXTURES NOT MECWANICALLY FASTENED TO WALL TO BE TEMPORARILY MOVED
70 ALLOW FOR REPLACEMEN7 OF FINISHES AS INDICATED IN THESE PLANS AND RETURNED TO ORIGINAL
LOCATION. ALL OTHER BACK OF HOUSE FIXTURES TO REMAIN AS-IS.
12 NOT USED.
¢
EXISTING TEE GRID TO REMAIN AS IS - GC TO REPAIR AS NEEDED AND REPLACE INDIVIbUAL
13 CEILING TILES WITH NEW. IF MORE THAN 25% OF CEILING TILES ARE DAMAGED, G.C. TO
REPORT CONDITION AND COORDINATE EXTENT OF REPLACEMENT WI7H JLL PM.
14 EXISTING GYP. CEILING SOFFIT OR CLOUD TO REMAIN.
�r� EXISTING WALL BASE TO BE REMOVED THROUGHOUT. PATCH/REPAIR DRYWALL AS NEEDED AND PREPARE TO
RECEIVE NEW WALL BASE AS SPECIFIED IN THESE PLANS, SEE FINISH SCHEDULE 5HEET A-2.
16 EXISTING PARTITION WALL TO REMAIN. PATCH AND REPAIR AS NEEDED TO RECEIVE NEW FINISHES AS SPECIFIED IN
THESE PLANS. SEE INTERIOR ELEVATIONS SHEET A-4; FINISH LEVEL AND FINISH SCHEDULE SHEET A-2.
A1 KEYED NUTES
1
2
3
4
4
�� EXISTING FLOOR BOX AND/OR CONDUIT STUB-UP TO BE REMOVED IN THEIR
ENTIRETY. REMOVE EXIS7ING POWER/DATA CABLING, CAP AND FILL WI7H
CONCRETE AS REQ'D TO PREPARE FOR INSTALLATION OF NEW FLOORING
MATERIALS AS INDICATED IN THESE PLANS.
�g GC TO RE-INSTALL AND ADJUST SECURITY GRILLE LOCKING HEIGHTS AS NEEDED
AFTER NEW FLOOR FINISH INSTALLATION.
19 NOT USED.
20 NOT USED.
21 EXISTING FLOOR/WALL FIXTURE TO REMAIN IN PLACE. SEE SHEET A-2.
SAW CUT AND REMOVE EXISTING SLAB FOR TRENCH AS REQUIRED TO PROVIDE
22 POWER AND/OR DATA TO FLOOR FIXTURES. GC TO SCHEDULE AND COORDINATE
ALL NECESSARY INSPECTIONS AS REQUIRED. SLAB PENETRATIONS SHALL BE
MADE WITH PROPER LOCATION AND X-RAY IDENTIFICATION OF EXISTING REBAR
AND/OR P05T TENSION CABLES. COORDINATE STUB-UP WI7H TRENCH
DEMOLITION. COORDINATE STUB-UP QUANTITY FIXTURE TYPE, SEE SHEET A-2
AND E-3.1 FOR MORE INFORMATION.
23 EXISTING SYSTEM WALL TO REMAIN U.O.N. REPLACE ALL WHITE FACE PANELS
WITH NEW. BUILD UP IDX SYSTEM WALL BASE WITH BLOCKING IF REQUIRED. SEE
DETAII. D7 & D10/A-5. EXISTING MAGENTAACCENT LIGHTING TO REMAIN.
24 EXISTING TOI�ET ROOM, PLUMBING FIXTURES, WALLS, DOOR, CEILING SYSTEM,
AND LIGHT FIXTURES TO REMAIN. PREPARE FOR NEW FLOOR AND PAINT FINISH.
25 NOT USED.
26 NOT USED.
27 NOT USED.
5
7
0
ADJACENT
TENANT
ADJACENT
TENANT
1. CHECK ELECTRICAL DRAWINGS PRIOR TO DEMOLITION WITH
REGARD TO UTILIZING ANY EXISTING WIRING, LINES
COMPONENTS ETC.
2. PROVIDE TRASH CON7AINER AS REQUIRED AT LOCATION TO
SUIT IANDLORD. REMOVE DEBRIS DAILY AND HAUL FROM THE
SITE AT TIME TO SUIT LANDLORD.
3. NOTIFY ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR
UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS.
4. ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND
ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR,
WHO SHALL REMOVE IT FROM THE SITE.
5. G.C. SHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR
CONSTRUCTION THAT WILL COMPROMISE THE STRUCTURAL
INTEGRITY OF THE EXISTING SPACE. G.C. TO NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONCERNS
DURING CONSTRUCTION.
6. EXISTING EQUIPMENT NOT BEING USED MUST BE COMPLETELY
REMOVED / DISPOSED OF PROPERLY. NOTHING CAN BE
ABANDONED ABOVE THE CEILING.
7. REMOVE EXISTING ACOUSTIC CEILING TILES AND LIGHT
FIXTURES AS SCHEDULED FOR DEMOLITION. MAINTAIN EXI571NG
CEILING GRID AND WIRE HANGERS - REPAIR AS NEEDED.
8. REMOVAL OF ALL CEILING EQUIPMENT (TYCO, FIRE ALARM,
SPRINKLER, SHOPPER TRAK, ETC.) MUST BE PERFORMED BY
THE REQUIRED VENDORS. OWNER'S VENDOR TO RELOCATE
SECURITY CAMERA'S AS NEEDED PER NEW FIXTURE LAYOUT.
COORDINATE WITH OWNER'S PROJECT MANAGER.
9. REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, TELEPHONE
AND DATA JACKS IN CASEWORK SCHEDULED FOR DEMOLlTION.
MODIFY EXISTING WIRING AS REQUIRED BY NEW
CONSTRUCTION OR, IF NOT REQUIRED, TERMINATE AND CAP
OFF AT NEAREST PANEL.
10. REMOVE EXISTING FLOOR FINISHES SCHEDULED FOR REMOVAL.
NEWLY REPLACED OR LIKE-NEW FINISHES MAY REMAIN AT THE
DISCRETION OF THE JLL PM. G.C. 70 VERIFY PRIOR 70
A7 I GENERAL NOTES
7 1 8
10
REMOVAL. PREPARE FLOOR FOR INSTALLATION OF NEW
FLOORING MATERIAL PER MANUFACTURER'S SPECIFICATIONS.
G.C. MAY NEED TO PERFORM A MOfSTURE TEST PRIOR TO ANY
DEMOLITION / NEW FLOORING INSTALLATION. PROTECT ALL
NEW FLOOR FINISHES UNTIL FINAL CLEANING.
11. REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. REPAIR ALL
ADJACENT DAMAGED SURFACES, AS NECESSARY. PREPARE ALL
DAMAGED SURFACES F�R FINISHES AS SCHEDULED OR
REFINISH TO MATCH EXISTING FINISH. REPLACE DAMAGED
CEILING TILES; REPAIR OR REPLACE DAMAGED CEILING GRID.
12. PROVIDE A SMOOTH, NEAT, CONTINUOUS APPEARANCE WHERE
DEMOLITION WORK MEETS ADJACENT EXISTING WORK. REMOVE
EXISTING FINISHES AS REQUIRED TO PROVIDE NEAT, STRAIGHT
SEAMS AND TRANSITIONS BETWEEN EXISTING AND MATCHING
NEW FINISHES.
13. IN THE CASE THAT THE EXISTING, CABLE LINE, PHONE LINE &
BLOCK, T-1 LINE AND DATA CABLING ARE PRESENT, G.C. SHALL
SALVAGE AND REWORK TO FACILITATE NEW INSTALLATION
14. G.C. SHALL CONSTRUCT, WHEN REQUIRED, A BARRICADE WALL
AS REQUIRED. G.C. SHALL COORDINATE REQUIREMENTS WITH
MALL PROPERTY MANAGEMENT.
15, BARRICADE GRAPHICS SHALL BE PROVIDED BY MALL UNLESS
OTHERWISE REQUESTED. G.C.SHALL ENGAGE TMO SIGN
VENDOR FOR BARRICADE GRAPHICS AS REQUIRED.
16. REPLACE OR RELOCATE, IN ACCORDANCE WITH ALL LOCAL
CODES, ALL FIRE SUPPRESSION AND FIRE ALARM EQUIPMENT
DISTURBED BY DEMOLITION WORK. MAINTAIN INTEGRITY OF ALL
FIRE SUPPRESSION AND FIRE ALARM SYSTEMS.
17. MAINTAIN EXISTING EXITS, EMERGENCY LIGHTING, AND
ILLUMINATION MEANS OF EGRESS DURING DEMOLITION AND
CONSTRUCTION AS REQUIRED BY JHA AND ALL GOVERNING
CODES.
18. -
SAW CUTTING ON PLANS IS AN INDICATION OF THE INTENDED
WORK FOR BIDDING AND COORDINATION PURPOSES ONLY. IT IS
NOT INTENDED TO BE A SPECIFICATION OR METHOD.
9 � 10
11
12
�
EXTERIOR
R�VIEWED FOR - -
�p1�� ��MPLIANCE
APP�O��D
JUL 0 8 2016
��
�ity a� iukwil�
�vi���r�� �ivisio�
= EXISTING PARTITION. PATCH AND REPAIR .
TO "AS-NEW" CONDITION AS NECESSARY.
��'--� = EXISTING ITEM IS TO e3E REMOVED.
-----
'!}�� �" ""'!� = EXISTING ITEM TO REMAIN !N PLACE.
SEE SHEET A-2.
= EXISTING ITEM TO BE TEMPORARILY
RELOCATED. SEE SHEET A-1.1 FOR
GENERALREFERENCE.
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a JLL company
398 S. MILL AVE
SUITE 201
TEMPE, AZ 85281
480.626.6304 � www.bigredrooster.com
D�1VID �1. UDKO�
A RCHIT`ECT
11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
(PH} 480.614.3385 � (F) 480.614.0209
davidaudkow@cox.net
COPYRIGHT NOTICE:
These drawings and speciflcations are copyrighted and subject to
copyright protection as an "architectural work' under sec. 102 oi the
copyright act, 17 U.S.C. As amended January 2003. The protection
includes, without limitation, the overall form, arrangement and
composition of spaces, and elements of the design. Under such
protection, unauthorized use of these drawings and specifications
may resuit in cessatfon of construction, building seizure, and/or
monetary liability.
�i�CE;IVED
c�T� o�= �ruKwi��,
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e:. u.i�Y L. � F.,�✓�dJ _
PER UlIT CEiVTER
12
o�/��d4�/G
DATE' 06.14.16 SHEET:
SCALE:
1/4"=1'-0" �
DRAWN BY: Lv � �
PROJECT No,:
TM0319
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JLL company
398 S. M1LL AVE
SUITE 201
TEMPE, AZ 85281
480.626.6304 � www.bigredrooster.com
D�vrD �. uDKoW
AI�CI�ITECT'
118$1 N. 113TH WAY
SCOTTSDALE, AZ 85259 �
(PH) 480.614.3385 � (F) 480.614.0209
davidaudkow@cox.net
COPYRIGHT NOTICE:
These drawings and specifications are copyrighted and subject to
copyright protection as an "architectural work" under sec. 102 of the
copyright act, 1Z U.S.C. As amended January 2003. The protection
fncludes, without limitation, the overall form, arrangement and
composftion of spaces, and elements of the design. Under such
protection, unauthorized use of these drawings and specifications
may resuit in cessation of construction, buiiding seizure, and/or
monetary Ilability.
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THE FINAL FULL SET OF AS-BUILT DWGS
SHALL BE PLACED INTO A SECTION OF 6"
PVC PIPE & SECURELY MOUNTED 70 TH�
WALL NEXT TO TELCO EQUIPMENT.
INCLUDE SCREW ON CAPS TO THE PIPE, 8
CLEARLY LABEL "AS-BUILT ORAWINGS."
COORDINATE LOCATION WITH JLL PM. G.C.
TO PROVIDE A PLAN TUBE IF ONE DOES
NOT EXIST. RETAIN ALL PRIOR BUILDING
PLANS IN PLAN TUBE.
�
TACTILE EXIT SIGN `C
ADJACENT TO EXIT DOOR
PER IBC 1011.2 AT 48" MIN. TO
BOTTOM - 60" MAX. TO TOP. —
EXTERIOR
BACK OF
NOUSE
-2
LEVEL 2
B RB-1
F V�T-1
NOTE:
REMOVE EXISTING TACTILE EXIT SIGNS, RESTROOM
SIGNS AND ANY OTHER CODE REQUIRED SIGNS PRIOR
TO PAINTING (SEE KEYNOTE 11). RE-INSTALL, REPLACE
OR PROVIDE TACTILE SIGNS IF NON EXISTING PER IBC
1011.3 AT 48" MIN. TO BOTTOM - 60" MAX. TO TOP
NOTE:
FOR FLOOR FINISHES, COMPI.Y WITH THESE RECOMMENDATIONS AT MINIMUM OR
NOT LESS THAN MANUFACTURER'S WRITTEN INSTRUC710NS. REFER TO
MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR ALL FINISHES INCLUDING
FLOOR LEVELING REQUIREMENTS, EXPANSION SPACES, VAPOR BARRIERS,
UNDERLAYMENTS, SITE CONDITIONS, ETC.
• SUBFLOOR PREPARATION: GRIND HIGH SPOTS AND FILL LOW SPOTS TO
PRODUCE A MAXIMUM 1/8-INCH (3-MM) DEVtATION IN ANY DIRECTION WHEN
CHECKED WITH A 10-FOOT (3-M) STRAIGHT EDGE. •
• EXPANSION: PROVIDE EXPANSION SPACE AT WALLS AND OTHER
OBSTRUCTIONS AND TERMINATIONS OF FLOORING OF NOT LESS THAN
DIREC7ED BY MANUFACTURER.
• PROTECTION: PROVIDE FLOOR PROTECTION UP UNTIL FINAL CLEANING.
3
A'I
A-5
4
BACK OF HOUSE SCOPE: REPLACE EXISTING
FINISHES ONLY
• PATCH AND REPAIR WALLS TO LEVEL 2
FINISH AS REQUIRED. PAINT P-2.
• REPLACE FLOOR FINISHES AND WALL
BASE THROUGHOUT AS REQUIRED PER
FINISH SCHEDULE A1/A-2
INVENTORY
BacK oF �; � ,WG-2
Q
D1 FLOOR PLAN
1/4" = 1'-0"
FLAME
� SYMBOL DESCRIPTION SPREAD /
SMOKE
, DEVELOP
- CPT-4 ENTRANCE - WALK-OFF MAT:
MA7S INC. LEGACY NOP, FOOT GRILLE ROLL, 9/16 THICK, COLOR: BLACK WALNUT;
INSTALLATION: RECESSED GLUE DOWN W/ MI MULTI-BOND ADHESIVE CHAPCO SAFE-SE7 CLASS A
VESTIBULES: MATS INC. SUPREME NOP ROLL, 7/16" THICK, COLOR: BLACK WALNU7,
RECESSED GLUE DOWN W/ MI MUL71-BOND ADHESIVE CHAPCO SAFE-SET 3
SALES AREA - HARD FLOORING:
v ��-_� ADORE LUXURY VINYL TILE NA7URELLE (GLUE DOWN), PRODUCT# DW-1925
WOOD EMBOSSING WITH 12 MILL WEAR LAYER; SIZE: 7.2"X48", 3MM GAUGE CLASS A
USE WITH TAYLOR ADHESIVE FOR GLUE DOWN PRODUCT# TAY 209165 - 4G/�L - AMaUNT
VARIES BY STORE. PER MFR SPECS.
ML-1 MOP SINK / DRINKING FOUNTAIN SURROUND & TOILET ROOM WAINSCOT: CLASS C
MARLITE S100GMMITE; FINISH: WHITE-FRP WAINSCOT
p_2 SALES AREA TOILET ROOMS BACK OF HOUSE AS NOTED ON DRAWINGS - PAINT:
BENJAMIN MOORE & COMPANY; COLOR:#OC-61 -"WHITE DIAMOND" CLASS A
FINISH WALLS: EGGSHELI; FINISH CEILING: FLAT; FINISH DOOR FRAMES: DTM LATEX
SEMI-GLOSS
RB-1 BACK OF HOUSE - RUBBER BASE: ROPPE; COLOR: BLACK-BROWN P193
TP 7P193 1/$" TPR RUBBER BASE, HEIGHT: 4" STD. TOE 120' CONT. ROLLS (NO 4' PIECES) CLASS A
BACK OF HOUSE - FLOOR
m ARMSTRONG, STYLE: VCT IMPERIAL TEXTURE; COLOR - 51904 STERLING, SIZE: 12"X12"
VCT-1 FINISH - CLEAN & SEAL W/ S-495 COMMERCIAL FLOOR SEALER & POLISH W/ 2 COATS
ARMSTRONG S-480 COMMERCIAL FLOOR POLISH PER MFR 1NSTRUCTIONS CLASS A
SV-1 �OILET ROOM - SHEET VINYL FLOORING WITH INTEGRAL BASE:
ARMSTRONG, STYLE: CONNEGTION CORLON; COLOR: #88704 "STONE HARBOR", CLASS A
THICKNESS: .080"
WB-2 SALES AREA - WOOD BASE:
5 3/4"X1" W/ RADIIlS EDGE, PAIN7ED P-2. FROM FIXTURE VENDOR. SEE G7/A-5 & D1/A-6 C�ASS C
SALES AREA - WOOD FLOORING:
��� KAH 301116681640401 KAHRS SMOKE OAK HARDWOOD (3-STRIP, 14 MM THICK,16:T X 7.4"W CLASS C
� X 89.21"L; MATTE FIMISH; 36.69 SF PER CTN (S PLANKS) OVER VERSASHIELD (PER MFR
� SPECS & INSTALLATION INSTRUCTIONS).
" W �/G_� SALES AREA - WALLGUARD;
�
� WALLGUARD - DEFENDER SERIES 2325.1; 90° 1-1/2" CORNER GUARD. RIGID VINYL, N/A
LL N� `t UNDRILLED, UNTAPED, 4' LENGTH, COLOR: "WHITE", MTD ON TOP OF WALL BASE.
a o g WG-2 HALLWAY RESTROOM BACK OF HOUSE - WALLGUARD:
�>� WALLGUARD - DEFENDER SERIES 2340, 2" X 90° CORNER GUARD, 4' LENGTH, MOUNTED N/A
�� N ON TOP OF WALL BASE. ADD AS REQUIRED BY STORE MGR.
oa�
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49'-11 3/4"
ADJACENT
TENANT
FIXTURE SCHEDULE
NAME QUANTITY DESCRIPTION NAME QUANTITY DESCRIPTION
NEW EXIST NEW EXIST
AC3 1 1 0 ACCESSORY PANEL W/USB DWC 1 0 DISPLAY WAL� C
AC3 iD 2 0 ACCESSORY PANEL NO POWER DWD 1 0 DISPLAY WALL D
AC3_2 1 0 ACCESSORY PANEL W/USB DWE 1 0 DISPLAY WAIL E
AC3_2D 2 0 ACCESSORY PANEL NO POWER p� 1 0 DISPLAY WALL F
AC3_3 3 0 ACCESSORY PANEL W/USB pWG 2 0 DISPLAY WALL G
AC3_4 1 0 ACCESSORY PANEL W/USB p�.{ 2 p DISPLAY WALL H
AC3_4D 1 0 ACCESSORY PANEL NO POWER FT 4A 0 0 FEATURE TABLE - 4'-0" - METAL
AC3_5 2 0 ACCESSORY PANEL W/USB FT 6A 2 0 FEATURE TABLE - 6'-0" - METAL
AC3_5D 0 0 ACCESSORY PANEL NO POWER OEM1_4 0 0 OEM PRIMARY - 4'
AC5 0 0 ACCESSORY PEDESTAL - FREESTANDING OEM1_6 0 0 OEM PRIMARY - 6'
81 1 0 BENCH - PRIMARY 4' W/ INSET OEM1_8 0 0 OEM PRIMARY - S'
82 1 0 BENCH - SECONDARY 4' OEM2_4 0 0 OEM SECONDARY - 4'
CP_1 6 0 CASH POD - 1 STATION OEM2 6 0 0 OEM SECONDARY - 6'
CP_ADA 1 0 CASH POD ADA CELLEBRITE CABINET OEM2_8 0 0 OEM SECONDARY - 8'
CP_ADAL 0 0 CASH POD - ADA LEG SCP 1 1 0 MULTI-FUNCTION PRINTER CABINET
CT_4 0 0 CONSULTATION TABLE - 4 SEATS SMG_4 0 0 SAMSUNG FIXTURE - 4'-0"
CT 6 0 0 CONSULTATION TABLE - 6 SEATS SMG_6 0 1 SAMSUNG FIXTURE - 6'-0"
DDI 0 0 DIGI7AL FRONT WINDOW - INDOOR SMG_8 0 0 SAMSUIVG FIXTURE - 8'-0"
DDO 0 0 DIGITAL FRONT WINDOW - OUTDOOR STL 0 0 SEATING AREA STOOL
DFM 0 0 DIGI7AL FRONT WINDOW - 6" gW 0 25 SYSTEM WALL PANEL - 47 1/4"
DFM_F 0 0 DIGITAL FRONT WINDOW - 6" FREESTANDING SW1 2 0 0 SYSTEM WALL PANEL - 23 5!8"
DFW 0 0 DIGITAL FRONT WINDOW - 8" 'n'� 0 0 55" VIDEO WALL
DFW F 1 0 DIGITAL FRONT WINDOW - 8" FREESTANDING Wg_4 0 0 WALL BAY - 4 FEET
DS 2 0 DIGITAL SIGNAGE WB_6 0 0 WALL BAY - 6 FEET
D5 R 0 0 DIGITAL SIGNAGE - WITH REMO WB 8 0 0 WALL BAY - 8 FEET
DWB 1 0 DISPLAY WALL B W62_4 0 1 2_4M WALL BAY
A4 FlXTURE SCHEDULE
4 5
GRAPHIC SCHEDULE
NAME QUANTITY DESCRIPTION
NEW EXIST
AF1 0 1 A FRAME SIGN
BFM 65 0 0 BRAND FOCAL MONITOR - 65"
BFM 82 1 0 BRAND FOCAL MONITOR - 82"
LB1 0 0 LED WINDOW FRAME SIGN
SS1 0 0 STANCHION SIGN
T89 0 0 WINDOW CABLE DISPLAY
WG1 0 0 WALL GRAPHIC, 40x58
WG2 0 0 WALL GRAPHIC, 76x58
WG3 0 0 WALL GRAPHIC, 112x58
WR 0 0 WINDOW WRAP
EQUIPMENT SCHEDULE
NAME QUANTITY DESCRIPTI�N
NEW EXIST
BWP � � BLACK/WHITE PRINTER
MFP 0 0 COLOR MULTI FUNC710N PRINTER
XCQ 4 0 XEROX COLOR CUBE
XMFP 1 0 XEROX MULTI-FUNCTION PRINTER
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TEM WALL LOCATIONS THROUGHOUT SALES AREA. AS
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CKING TO 4" O.A. DEPTH IN PREPARATION FOR NEW TOE KICK
REVIEWED FOR
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�PP�f�VED
JUL 0 8 2016
�ifj/ of i'ul�ntil�
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NOTE:
SLAB PENETRATIONS SHALL BE MADE
WITH PROPER LOCATION AND X-RAY
IDENTIFICATION OF EXISTING REBAR
ANDIOR POST TENSION CABLES.
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WALL FINISH XXX EQUIPMENT / EIT TAG
LEVEL 4 4--- LEVEL FINISH
W _ BASE FINISH D��I D�. U D�O �
FLOOR FINISH
LAYOUT SUMMARY xxx FIXTURE TAG
= EXISTING WALL �l RC{�ITECT
TOTA� NUMBER OF POS STATIONS 6 = NEW 20 GA. METAL STUDS 3 8" XXX GRAPHIC TAG
@ �s°� O.C. WITH 5/8°� TYPE �x� 11881 N. 113TH WAY
TOTAL NUMBER OF REMOTE STATIONS o GYP. BD. EA. EXPOSED SIDE TO ISA COUNTER DECAL SCOTTSDALE, AZ 85259
6" ABOVE CEILING. (USE KICKERS SIZE: 6" X 6" - WHITE � (PH) 4$0.614.3385 �(F) A�80.614.0209
FOR SUPPORT AS REQUIRED). ON BLUE # ADA-1006 davidaudkow COX.net
T07AL OCCUPANTS 43 SEE DE7AILS ON SHEET A-6. VWWV.ADASIGNDEPOT.COM �
C10 SHEET SYMBOLS COPYRIGHTNOTICE:
TOTAL SQUARE FOOTAGE: 1,921 SQ. FT. These drawings and spedfications are copyrighted and subject to
copyright protection as an "architectural work" under sec. 102 of the
NOT ALL USED AT THIS LOCATION copyright act, 17 U.S.C. As amended January 2003. The protection
SALES AREA: 1,214 SQ. FT. includes, without limitation, the overail form, arrangement and
BACK OF HOUSE: 387 SQ. FT. compositfon of spaces, and elements of the design. Under such
1. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. protect�on, unauthorized use of these drawings and specifications
may result in cessation of construction, building seizure, andlor
ACCESSORY: 320 SQ. FT. �, G.C. TO COORDINATE FLOOR POWER WIiH ELEC. SHEETS & FIXTURE PLAN. monetary �iabi�ity.
HALLWAY, TQILET ROOMS ��(; �� V i� D
EIT SCHEDULE 3 INSULATION TO MATCH E IISTING COND TEONS & MAI TAIN REQUIR D REVAL�iL�.� �� TU KW IL�
NAME QUANTITY DESCRIPTION 4. SEE A1/A-5 FOR FLOOR TRAN8ITION DETAILS �,� N� �^f,^
� ` ' � �. �i.� �'�
NEW EXIST �� ��'
g 0 0 TfLSCREEN CONTENT 5• MOISTURE TEST, PREPARE & LEVEL EXISTING CONCRETE FLOOR SURFACE F�q��� �T CENTER
INSTALLATION OF NEW FLOORING MATERIALS PER MANUFACTURER'S
13 1 0 BRAND FOCAL CONTENT INSTRUCTIONS.
32 1 0 DIGITAL SIGNAGE - PRIMARY RIGHT , RCt�SrER�D�
6. G.C. TO PROVIDE FIRE EXTINGUISHERS PER FIRE MARSHALL S INSTRUCTIONS .r.E`,�„
33 � o DIGITAL SIGNAGE - PRIMARY LEFT �, RELOCATE ALL THERMOSTATS AND OTHER WALL MOUNTED DEVICES AS PER
34 0 o DIGITAL SIGNAGE - PRIMARY COMBO LOCAL CODE AS REQ'D PER NEW FIXTURE LAYOUT. COORDINATE WITH PROJECT
37 0 0 DIGITAI. SIGNAGE - SECONDARY RIGHT MANAGER/ARCHITECT. � A
3s 0 o DIGI7AL SIGNAGE - SECONDARY LEF7 8. REMOVAL OF ALL CEILING EQUIPMENT (TYCO, FIRE ALARM, SPRINKLER, . � �
SHOPPER TRAK, ETC.) MUST BE PERFORMED BY THE REQUIRED VENDORS.
39 0 0 DIGITAL SIGNAGE - SECONDARY COMBO OWNER'S VENDOR TO RELOCATE SECURITY CAMERA'S AS NEEDED PER NEW G
30 1 0 DIGITAL FRONT WINDOW- COMBO FIXTURE LAYOUT. COORDINATE WITH OWNER'S PROJECT MANAGER. /���'����
•%i %
35 0 0 DIGITAL FRONT WINDOW - PRIMARY g, FfXTURES FURNISHED BY OWNER AND INSTALLED BY OWNER VENDOR (UNLESS ��
36 0 o DIGITAL FRONT WINDOW - SECONDARY OTHERWISE NOTED), COORDINATE ALL FIXTURE LOCATIONS'JVITH FIXTURE
VENDOR.
10. FIXTURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNERS
RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH CASEWORK oATE: 06.14.16 SHEET:
VENDOR.
SCALE: /, -_ 1'-0"
A10 GENERAL NOTES �
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7
10 11 12
SECURITY FILM (CLEAR)
LLUMAR MAGNUM SECURITY FILM - SCL SR PS7:
.007" FILM THICKNESS
TENSILE STRENGTH = 31050 PSI
OPAQUE FILM
AVERY A9
OPAQUE PANTONE WHITE
A9001-0
APPLIED TO INTERIOR SIDE OF GLAZING
MADICO - SAFETY SHIELD 1500 (GRAFFITI FREE)
TENSILE STRENGTH 32,000 PSI
� BREAK STRENGTH 450 POUNDS PER WCH
WINDOW WRAP
FURNISHED BY OWNER THROUGH SIGN VENDOR UNDER
SEPARATE PERMIT. APPLIED TO EXTERIOR GLAZING.
UV FILM (CLEAF2) VISIBLE LIGHT
MADICO CL-400-XSR 85 % TRANSMITTED
99% UV REJECTION 10 % REFLECTED
.004" THICKNESS SHADING COEFFICIEN7 .93
25,000 PSI TENSILE 19 % SOLAR ENERGY
STRENGTH REJECTED
SOLAR ENERGY
78% TRANSMITTED SOLAR
10% REFLECTED `TINTED FILMS ARE AVAILABLE BUT MUST
12% ABSORPTION BE APPROVED BY LL 8 COMPLY WITH
LOCAL ZONING ORDINANCES
G11 APPROVED WINDOW FILM
NOT ALL USED AT THIS LOCATION
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A7TACHMENT AND LOCATION OF OF CABLE DISPLAY SYSTEM
VARIES. MATCH DISTANCE/INSTALLATION FROM PREVIOUS
LOCATION OR O7HER ADJACENT T89/LB1'S. SEE FIXTURE INSTALL
INSTRUCTIONS FOR PROPER TENSIONING & INSTALLATION OF
TRACK & CABLE.
EXISTING HARDLID /
ACOUSTIC TI�E CEILING,
TYP.
LOCATION OF CABLE
DISPLAY �
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A9 T89/LB1INSTALLATION
N.T.S. NOT ALL USED AT THIS L�CATION
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JUL 0 8 2016
� City of Tukwila
IBUILDING DIVISIO^N
vr� �iv�� uco�,r�ir � �viv. MODEL#
lAILABLE FROM VWWV.ADASIGNDEPOT.COM
"WOMEN" RESTROOM W/ ISA: SIZE: 6" X 8" ADA-1024
"MEN" RESTROOM W/ ISA: SIZE: 6" X 8" ADA-1025
"UNISEX" RESTROOM W/ ISA; SIZE: 6" X 8" T24-1000
"WOMEN" RESTROOM; SIZE: 12" DIA. CIRCLE -
CBC T24-1001
"MEN" RES7ROOM; SIZE: 12" TRIANGLE - CBC T24-1000
"UNISEX" RESTROOM; 12" TRIANGLE/CIRCLE -
CBC T241003
"EXIT ROUTE' ; SIZE: 5" X 4"; W/ ADA/CBC
BRAILLE ADA-1003
"EXIT"; SIZE: 6" X 6"; W/ ADA/CBC BRAILLE ADA-1242
ACCESSIBLE ENTRANCE "ISA"; SIZE: 6" X 8" ADA-1070
ISA WINDOW / COUNT�R DECAL, SIZE: 6" X 6" f1DA-1006
A11 ACC���IBI �
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DAVID ,A. UDKO�/
� RCI�ITECT
11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
(PH) 480.614.3385 � (F) 480.614.0209
davidaudkow@cox.net
COPYRIGHT NOTICE:
These drawings and specifications are copyrighted and subjed to
copyright protection as an "architectural work" under sec. 102 of the
copyright act, 17 U.S.C. As amended January 2003. The protectlon
includes, without limitation, the overall torm, arrangement and
composition of spaces, and elements of the design. Under such
� protectfon, unauthorized use of these drawings and specifications
may result in cessation of construction, building seizure, and/or
� monetary Ilability.
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VERI�Y ALL PLYWOOD SUBFLOOR CONNECTIONS FOR THE
COMPRESSED SAMSIJNG FIXTURE PRIOR TO INSTALLATION. CONTACT: DAVI
�CARPET1/4" MAX. MOLINOVtISKI
.__ BELOW THRESHOLD. �MAIL; D.Mb�INOWSKI@PARTNER.SEA.SAMSUNG.COM
PHONE: 46�J-407-1997
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TRANSITION UNDER. DOOR LEAF.
LpCATE AS SHOWN DEPENDING
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1/2" X 5-1/2" X 1'-3"
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TRANSITION AT END OF JAMB AND SMG_8 RETAI �DISPLAY FIXTURES PER OF EXISTING REBAR AND/OR P�ST TENSION
� AS LOCATED ON PLANS MANUFACTURE ' SPECIFICATIONS. REFER TO CABLES. FIELD VERIFY WITH LAND ORD PRIOR
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G1 DOOR SILL/ACCESSIBLE THRESHOLD DETAILS ,,(54 BASE SUPPORT FRAME
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CAULK AT JOINT AND PAINT P-2 FINISH.
GYP. $D. SEE MANUFACTURERS INSTRUCTIONS
FOR WD-1 AND LAM-1 EXPANSION
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WOOD OR METAL BLOCKING �
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G.C. SHALL VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS
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EXISTING �
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SCOTTSDALE, AZ 85259
(PH) 480.614.3385 � (F) 4$0.614.0209
davidaudkow@cox.net
COPYRIGHT NOTICE:
These drawings and specifications are copyrighted and subject to
copyright protection as an "archttectural worK' under sec. 102 of the
copyright act, 17 U.S.C. As amended January 2003. The protection
includes, without limitation, the overall form, arrangement and
composition of spaces, and elements of the design. Under such
protection, unauthorized use of these drawings and specifications
may result in cessation of construction, building seizure, and/or
monetary liability.
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DIVISION 0- CON7RACT RE UIREMENT
Q S
007200 GENERAL CONDITIONS
A. Unless otherwise agreed upon by Contractor and Owner, in part or in whole, the "General Conditions of the Contract for
Construction," AIA pocument A201, 1997 Edition, shall govern the Work.
B. References to the "Owner" shall mean "T-Mobile."
DIVISION 1 - GENERAL REQUIREMENTS
011000 SUMMARY
A. This specification identifies requirements for sev�ral Projects, and may contain elements which do not apply to this
particular project. Refer to the Drawings to determine whether the specified element applies to this Project.
B. Comply with codes, ordinances, rules, regulation, orders and other lega� requirements of public authorities which govem
the pertormance of the work.
C. Definitions:
1. Landlord: Mall Developer or Building Owner.
2. Owner: T-Mobile or owners representative (JLL), Tenant.
3. Use of Premises: Coordinate with Owner.
4. Special Work Requirements (including allowable times for Work): Coordinate with Owner.
5. Work perFormed by Owner under separate contracts (F010): Coordinate with Owner.
6. Owner Fumished Contractor Installed (FOIC) Items: Coordinate with Owner.
7. Applications for Payment: Coordinate with Owner.
8. Requests for Interpreiation (RFIs): RFIs shall be submitted to the Owner's Representative who will contact the
Architect on an as-needed basis.
9. "Pro�ide" means to fumish, fabricate, deliver, install and erect, and connect, including all labor, materials,
equipment, apparatus, appurtenances and expenses necessary to complete in place, ready for operation and use,
under the terms of the contract documents.
10. "As shown", "as detailed", "as indicated" or words of similar import mean as indicated on the drawings.
11. "Approved equal", "or equal", "or approved equal" means as approved and accepted by the architect as defined in
section 01600 of the specifications.
12. , "Shall" is mandatory.
014000 - PROJECT COORDINATION
A. Permits and fees: verify that subcontractors have obtained all permits required for inspections and temporary facilities.
B. Interpretations of Contract Documents: Consult with Architect to obtain interpretations. Assist in resolution of questions
which arise. Transmit written interpretations to concemed parties.
SECTION 014500 - QUALITY CON7ROL
A. Standards: Comply with industry standards except when more restrictive tolerances or specified requirements indicate
more rigid standards or more precise worfcmanship.
B. Pertorm all work to meet or exceed the requirements of all applicable codes, ordinances, laws, regulations, safety
orders, and directives from authorities having jurisdiction over the work.
C. PerForm work with persons qualified to produce workmanship of specified quality.
D. Install products in atxordance with the manufacturer / recornmendations. Where conflict between manufacturer /
recommendations and the spec�ed requirements is discovered, notify the architect immediately.
015000 TEMPORARY FACILITIES AND CONTROL
A. All temporary facilities and controls, inGuding the following, are to be coordinated entirely with the Owner.
1. Temporary Utilities, including electricity, lighting, heating and ventilation, water and telephone.
2. Dust control.
3. Barriers and enclosures.
4. Security.
5. Contractor des�ignated areas, including parking and storage.
016000 PRODUCT REQUIREMENTS
A. Substitutions
1. Substitutions will not be allowed unless approved by owner and/or architect. Architect will determine acceptability
of proposed substitution, and will notify contractor of acceptance or rejection within a reasonable time in writing.
2. Substitutions will not be considered if they are indicated or implied on shop drawings or project data submittals
without formal written request, or if acceptance will require substantial revision of contract documents.
017329 CUTTING AND PATCHING
A. Repair exlsting surfaces and construction as necessary to make Work complete, with all components matching and
consistent.
B. Provide a smooth, even, and invisible transition to new construction.
C. Seal all penetrations in walls, floors and ceilings as required to maintain fire rating and by jurisdiction having authority
Major patching procedures shall be reviewed with the Owner and the Building Owner, prior to proceeding.
D. Existing Sprayed Fireproofing where occurs: Patch and repair existing sprayed fireproofing to match the fire-rating of
the ewsting construction. Hand patch using UL-approved materials and procedures.
E. Patching of Existing Concrete Slabs on Grade: In accordance with Section 030133.
DIVISION 2 - EXISTING CONDITIONS
024119 SELECTIVE DEMOLITION
A. Demolish in an orderfy and careful manner as required to accommodate the work. Where demolition exceeds that
indicated, veriry such demolition with the Architect prior to proceeding.
B. Protect existing structural members. Contact the Architect prior to modifying structural members beyond the extent
indicated. Cease operations and notify the Architect immediately if continued demolition operations might endanger the
existing structure. During demolition operations, notify the Architect of all conditions which differ substantially from those
indicated, specified, or expected.
C. Provide temporary shoring as required to support existing construction against movement or overload during demolition
operations, until permanent supports are in placE.
D. Where cut edges of the existing constnaction will be visible in the completed work, cut in uniform straight lines. Concrete
and masonry shall be saw cut or core drilled.
E. Repair all demolition perFormed in excess of that required, at no additional cost to the Owner.
F. Removal of Bonded Floor Finishes:
1. Scrape, grind and othenivise remove existing flonr finish and bonding materials as necessary to receive new floor
finishes.
2. Prepared surtace shall present a uniform flat surtace ready to receive the new floor finishes free of telegraphing
and other surface irregularities.
3. Slope shall not to exceed 1/8" in 10 feet. The floor structure must have less than 1/64" per foot deflection in order
to accept Tenant's floor finishes.
4. Fill excessive voids or variations greater than in the subfloor 1/8" in 10" as specified in Division 03.
5. New floor finishes shall not be installed over existing floor finish materials unless approved othervvise.
DIVISION 3 - CONCRE7E
030133 CONCRETE SLAB PATCHING
A. Qualiry Assurance: Perform work in accordance with ACI 301, as applicable.
B. Concrete Materials:
1. Cement: ASTM C150, normal - Type 1 Portland cement; gray color.
2. Normal Weight Fine and Coarse Aggregates: ASTM C33
3. Accelerator: ASTM C 494, Type C or E, non-corrosive, non-chloride.
C. Concrete Mix: In accordance with ASTM C94, minimum 3000 psi 28 day compressive strength.
D. Reinforcing:
1. Reinforcing Steel: ASTM C615, grade 40, unless indicated otherwise.
2. Chairs, Bolsters, Bar Supports, and Spacers: Sized and shaped for strength and support of reinforcement during
installation and placement of concrete.
3. Fabricate as indicated and in accordance with ACI 315.
4. Dowel into existing slab at minimum 18 inches on center but in not less than 2 places along long side of concrete
patch area. Epoxy-Coated Reinforcing Bars: ASTM A 775/A 775M, epoxy coated, with less than 2 percent
damaged coating in each 12-inch (300-mm) bar length.
4.1. Epoxy Bonding Adhesive: ASTM C 881, fivo-component epoxy resin, capable of humid curing and
bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and
for bonding hardened or freshly mixed concrete to hardened concrete.
4.2. Product: HILTI HIT-HY 200. Install per ICC-ES-3013
5. Place, support, and secure reinforcement against displacement.
6. Locate reinforcing splices not indicated on the drawings at points of minimum stress.
A. Placement:
1. Coordinate with other trades for installation and bedding of utilities.
2. Ensure that below grade construction is complete in the slab area to be patched.
3. Replace existing subgrade materials to match existing. Replace and make continuous vapor barriers and other
similar construction disturbed or damaged �iuring demolition or construction operations.
4. Recompact existing subgrade to 95 percent of maximum dry density as determined by ASTM D1557.
5. Patch slab with concrete having a minimum 28-day strength of 3000 psi; maximum wateNcement ratio of 0.40. Use
superplasticizer admixture as necessary for workability.
6. Finish concrete to match adjacent surfaces.
F. Curing: Moisture cure concrete for a minimum of 7 days, unless approved otherwise.
G. Sealing and hardening concrete floors.
1. Manufacturers
a. Acceptabte Manufacturer: Curecrete Distribution, Inc; 1203 West Spring Creek Place, Springville, UT 84663. ASD.
Tel (800) 998-5664, Fax (801) 489-3307, Email: techsupport�ashfordformula.com. www.ashfordformula.com
2. Materials
a. Cure-Seal-Hardener: Ashford Formula; weter-based chemically-reactive penetrating sealer and hardener, that
seals by densifying concrete so that water molecules cannot pass through but air and water vapor can, while
allowing concrete to achieve full compressive strength, minimizing surface crazing, and eliminating dusting.
a.1. Colorless, transparent, odorless, non-toxic, non-flammable.
a.2. Containing no solvents or volatile organic compounds.
b ee surFaces wet with cure-seal hardener for minimum soak-in eriod of 30 minutes '
. K withou
t aliowin d in out or
p P
9 �Y 9
becoming siippery. In hot weather, slipperiness may appear before the 30 minute time period has elapsed. If that
occurs, apply more cure-seal-hardener as required to keep entire surtace in a non-slippery state for the first 15
minutes. For the remaining 15 minutes, mist the surface as needed with water to keep the material in a
non-slippery state. After this period, when treated surface becomes slippery, lightly mist with water until
slipperiness disappears.
c. Wait for the surFace to become slippery again and then fiush entire surface with water removing all residue of
cure-seal-hardener.
d. Squeegee surtace completely dry, flushing any remaining slippery areas until no residue remains.
e. Wet vacuum or scrubbing machines may be used to �emove residue, provided manufacturer's instructions are
followed.
035416 HYDRAULIC CEMENT UNDERLAYMENT
A. Summary:
1, Cementitious underlayments as necessary for leveling of new or existing concrete floor substrates, as necessary to
meet specified tolerances.
2. Cementitious toppings as necessary for leveling new or e�sting slabs at locations indicated to receive concrete
sealer only.
3. Ramps and tapers as necessary to align levels between dissimilar finishes.
B. Environmental Requirements"
1 1 2 1 3
4 � 5 � 6
1. Maintain surtace and ambient te
m erature of b
etween 50 and 80 de ee
r s F for 24 hours before durin
and 24
p 9 . 9,
hours after underlayment installation.
2. Keep traffic out of area in which underlayment is being applied or cured.
C. Self-Leveling Underlayment System: Self-leveling, pourable, cement based material, minimum 28 day compressive
strength 2,000 psi; minimum bond strength 200 psi; one of the following as recommended by manufacturer for
conditions, or approved.
1. Mapei Corporation "Ultraplan 1 Plus" or "Novoplan 2 Plus."
2. Ardex Inc. "K-15" Self-Leveling Underlayment Goncrete
3. Laticrete International, Inc. "Laticrete 86 �atiLevel Thin Pour Underlayment."
D. 7rowelable Underlayment System: As recommended by manufacturer for conditions, or approved:
1. Mapei Corporation "Mapacem 100" or "Planitop 11".
2. Ardex Inc. "SD-P" Fast-Setting Underlayment.
3. Laticrete Intemational, Inc. "Laticrete 220 Medium Bed Mortar" mixed with "Laticrete 3701 Latex Mortar
4. Admix."
E. Cementitious Toppings: For concrete surfaces at locations indicated to receive concrete sealer or not othervvise covered
by flooring material; one of the following or approved:
1. Self-Leveling Types:
a. Mapei Corporation "Ultratop" Self-Levefing Abrasion-Resistant Topping.
b. Ardex Inc. "K-500" Self-Leveling Concrete Topping.
2. Trowelable Types:
a. Mapei Corporation "Marecem 100" Fast-Setting Topping Mortar
b. Ardex Inc. "CD" Self-Drying Concrete Dressing.
F. Accessories: Fumish primers, patching compounds, and sand fillers as recommended by the underlayment
manufacturer for the conditions of the project.
G. Preparation:
1. Thoroughly mix underlayment materials for each type of product in proper proportions to achieve smooth
homogeneous mix, free of lumps.
2. With the exception of areas where leveling can be accomplished by use of latex underlayment, as specified in
other sections, install cementitious under{ayment to concrete slabs as indicated on the Drawings, and as necessary
to level slabs or bring substrates to proper elevation.
3. inspect floor to verify that demolition is complete to the point where work may progress.
4. Survey floor as necessary to set screeds and reference points. Identify construction joints. Prepare for
underlayment at all locations where floor does not meet specified tolerance requirements.
5. Ensure that subfloor is clean, dry, hard, sound, and free of oils> or other substance that would afiect proper bonding
and curing.
6. Verify that all areas to be leveled are at or below final design elevation. Grind down high spots as necessary to
meet specified tolerance requirements.
7. Set screeds, markers, and reference blocks. 5et screeds at all construction and control joints to establish
weakened plane joints in underlayment.
8. Apply primer to all areas to receive undehayment and toppings; repeat application if necessary to achieve proper
build.
H. Installation: Refer to manufacturer instructions.
DIVISION 5 - METALS
054000 COLD-FORMED METAL FRAMING
A. Summary:
1. Light GA structural steel metal framing at exterior walls where indicated on the Drawings, and at sofft Construction
supporting storefronts, disptay windows, and signage elements.
2. Structural design of cold formed metal framing systems not indicated on the Structural Drawings.
B. System Description:
1. Structural Design:
a. Size and arrange members to support dead and live loads in accordance code requirements.
b. Design system to resist dead and live loads from windows, display cases, awnings, and other items indicated to be
supported by cold formed metal framing.
c. Design system to resist 100 percent of the design loed with a maximum deflection of L/720.
d. Anchorages shall be designed to simultaneously resist all vertical and lateral loads, with a safety factor of 2.
2. Design system to accommodate building deflection, dynamic building movement, and temperature variations
without damage to system components.
3. Configuration:
a. Provide framing of depth indicated on the Drawings.
b. Where stud GA is indicated on the Drawings, provide studs of indicated or heavier GA.
c. Where stud spacing is indicated on the Drawings, provide additional studs or closer spacing as necessary to meet
design requirements.
d. In addition to cold formed metal framing, provide additional structural steel members as required to support the
loads imposed.
C. Quality Assurance:
1. Use only certified welders.
2. Calculate structural properties of framing members in accordance with the AISI "Specification for the Design of
Cold Formed Steel Members".
3. Structural Design: Structural Design of the framing system shall be by a structural engineer licensed to practice in
the State where the Project is located.
4. Regulatory Requirements:
a. Framing system shali meet the requirements of the jurisdictional code authorities.
b. Furnish all calculations, engineer's stamps, drawings, and other items required by the code authorities to obtain
approval of the installation.
D. Components:
1. Cold Formed Light-GA Steel Framing: ASTM A653; types as indicated on the structural drawings; G60 galvanized
coating.
2. Screws: ASTM C954; self-drilling, self-tapping; pan head; galvanized or fluoropolymer coated steel.
3. Zinc Rich Touch-up Paint: "Galv-weld," "Galvican," "ZRC Cold Galvanized Compound," or approved.
E. Instalfation:
1. Install light GA structural framing in accordance with ASTM C1007, unless indicated or specified otherwise, and as
indicated on the Drawings.
2. Screw or weld each joint. Welds shall be in accordance with AWS D1.3.
3. Metal framing members shall be saw or shear cut. No torch cutting is permitted.
4. Construct comers with a minimum of 3 studs per comer.
5. Frame both sides of expansion and seismic joints. Do not bridge joints with system components or accessories.
6. Provide framing as required to form solid backing for all edges of sheathing, and trim accessories.
7. Tolerances:
a. Plumbness: Plumb within 1/8 inch in 10 feet.
b. Location: Located within 1/4 inch of the required location.
c. Alignment: Stud and runner faces to receive finish materials shall not vary greater than 1/8 inch from the required
plane, with no abrupt jogs or breaks in plane.
d. Level: Level within 1/8 inch in 10 feet.
8. Erect studs in one piece full length. Splicing and wire tying of framing components shall not be used.
9. Touch-up field welds and scratched or damaged galvanizing with zinc rich paint.
10. Attach cross studs or furring channels to studs for attachment of wall mounted items.
11. Install framing between studs for attachment of electrical boxes and other mechanical and electrical items.
F. Field Quality Control:
1. The cold forrned metal framing design engineer or his authorized representative shall visit the site to inspect the
work. Verify and certify that framing sizes and materials are as required, that connections are properly executed,
and that structural integrity of materials has been maintained.
DIVISION 6- WOOD AND PLASTIC
061000 R UGH CARPENTRY
0
A. Dimension Lumber:
1. Lumber shall be manufactured in accordance with PS 20, and shall be stamped and graded in accordance with
SPIB, WWPA, WCLIB, or NLGA grading rules.
2. Moisture Content: Kiln dried to 19% maximum moisture content, except for material whose least dimension is 4
inches thick or greater.
3. Species: Southern Pine, Hem-Fir, Spruce-Pine-Fir (SPF), or pouglas Fir Larch, unless indicated or specified
otherwise.
4. Architectural Lumber Grades: Unexposed non-structural wood framing and blocking indicated on the Architectural
Drawings shall be graded as follows:
a. Blocking and Nailers: "Utility - Light Framing," or better.
B. Panel Materials:
1. Miscellaneous Sheathing: APA Rated Sheathing; CD grade; Exterior; plywood or oriented strand board, unless
approved otherwise; thickness as indicated.
2. Terminal Backboards: APA AC grade exterior; fire retardant treated.
C. Accessories:
1. Fasteners:
a. Hot-dipped galvanized steel for exterior, high humidity locations.
b. G-185 galvanized coating or stainless steel fasteners at treated wood locations.
D. Wood Treatment:
1. Wood Preservative (Pressure 7reatment):
a. Preservative treat all wood in contact with concrete, masonry, and moist conditions. Site treat sawn ends with
preservative treatment.
b. Preservative treat all wood and plywood at roof construction or other wood in moist conditions. Site treat sawn
ends with preservative treatment.
c. For above ground use, use AWPA certified Ammonium Copper Quaternium (ACQ) or Copper Hydroxide Sodium
Dimethyldithiocarbamate (CDDC) waterborne preservative with 0.25 pounds per cubic foot of wood retention.
d. Treated wood sha11 have a maximum moisture content of 19%.
e. Treated wood shall bear the quality stamp of an inspection agency approved by the jurisdictional code authorities.
2. Fire Retardant Treatment (At Types 1 and II Construction only):
a. Fire retardant treat all interior concealed I
umber and I a
ood nd other wood as ' dicated or s ecified. P ovide
p Y+N
m r
P
exterior fire roofin at roofto blockin
p g p g, nailers, curbs, sheathing, and other locations subject to wetting during
construction operations.
b. All fire retardant treated wood materials shall bear a UL "FR-S" label, or a label from an approved inspection
agency certifying that the material meets the requirements of AWPA C-20 Type A for lumber and AWPA C-27 Type
A for plywood.
c. Treated lumber shall be kiln dried to a maximum moisture content of 19%; treated plywood shall be kiln dried to a
maximum moisture content of 15%.
d. Approved Products Interior Fireproofing: Clear finish product, Hickson Corporation "Dricon," Hoover Treated Wood
Products "Pyro-guard," or Osmose Wood Preserving Co. of America, Inc. "Flame Proof LHC."
E. Blocking and Nailers:
1. Wood Blocking: Install wood blocking to receive mechanical fasteners for support of electrical fixtures and
equipment, cabinets, doorstop plates, wood base, wainscots, coat hooks, and all other wall and ceiling mounted
components, unless specified otherwise.
2. Backing:
a. Plywood backing shall be used in lieu of blocking at locations of wall-mounted standards, shelving and counters.
b. Backing shall be mounted over face of studs beneath gypsum board and shall be continuous over entire plane of
wall; 1/2 inch thickness. Secure backing with all edges on firm bearing.
079200 JOINT SEALANTS
4
5
0
� � 8 � 9
A. uali Assurance: se o s'
Q U ni kilied installers s ec'a
i II trained in t t c '
�Y y p y he e hniques of sealing, and familiar with the
published recornmendations of the manufacturers of the sealants being used.
B. Sealants:
1. Type S- Neutral Cure Silicone Sealants:
a. Dow Corning, 790 Silicone Building Seaiant, or 795 Silicons Structural Glazing and Weatherproofing Sealant.
b. Pecora, 890 Architectural Silicone Sealant.
c. Tremco "Spectrem" 1 or 3.
2. Type PT: ASTM C920, Type S, Grade P, class 25; Tremco "THC 901", Sonnebom "Sonolastic SL 1", Pecora
"Urexpan NR-201", or approved.
3. Type PTNS: ASTM C920, Type M, grade NS, Class 25; Pecora "Dynatred," Tremco "HPL," or approved; custom
colors to match ArchitecYs samples.
4. Type A: ASTM C834; Tremco "Acrylic Latex Caulk", Pecora "AC-20", Sonneborn "Sonolac" or approved.
5. Type SM: h1ildew Resistant Silicone Seafant: USDA Approved; Dow Coming 786 by Dow Chemical, GE Sanitary
Sealant or approved; clear.
C. Accessory Materials:
1. Primer: Non-staining type, recommended by sealant manufacturer to suit application.
2. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint
forming materials.
3. Joint Filler: Closed cell polyethylene foam; round profile; thickness: 130°� of joint width.
4. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.
5. Compressible Foam Sealant: Precompressed prefaced self-adhesive open cell polyurethane foam tape;
"Backerseal" by Emseal Joint Systems, Ltd., or approved.
D. Preparation:
1. Clean and prepare joints in accordance with manufacturer's instructions. Remove loose materiats and other foreign
matter which might impair adhesion of sealant.
2. Apply masking tightly around jaints to protect adjacent surtaces from excess sealant.
3. Prime as required for proper bond to substrate materials.
E. Installation:
1. PerForm work in accordance with ASTM C1193, unless specified otherwise or recommended otherwise by the
sealanf manufacturer.
2. Sealant beads shall have a sectional width to depth ratio of 2 to 1, except that sealant type PT shall be installed full
depth without backing.
3. Install Type PTNS sealant full depth in tile expansion joints with no backer rod.
4. Tool joints concave, unless indicated otherwise. Finish free of air pockets, foreign embedded matter, ridges, and
sags.
5. Protect sealant in joints subject to dirt, moisture, and traffic during the sealant curing process. Protection shall be
able to resist traffic while remaining securely in position.
F. Schedule:
1. Type S: Provide at afl exterior joints unless specified otherwise; standard colors as se�ected by Architect.
2. Type PT: Provide at all e�erior horizontal joints subject to traffic and abrasion; standard colors as selected by
Architecf.
3. 7ype PTNS: Provide at all expansion joints in tile; custom co{ors to match grout samples submitted by tile installer.
4. Type A: Provide at all interior joints, unless specified otherwise; standard colors to match adjacent construction.
5. Type 5M: Provide atjoints around countertops in Bach of House (BOH) and Restrooms.
DIVISION 8 - OPENINGS
083100 ACCESS DOORS AND PANELS
A. Quality Assurance:
1. Where access doors are installed in construction with an hou�ly fire resistance rating, provide door and frarne
assemblies labeled by Underwriter's Laboratory, Wamock Hersey, or any other testing laboratory approved by the
local code authorities to meet the requirements of the fire rated assembly.
B. Acceptable Manufacturers:
1. Milcor, Inc., Lima, OH.
2. J.L. Industries, Bloomington, MN.
3. Karp Associates, Inc., Maspeth, NY.
4. MM Systems Corporation, Tucker, GA.
5. Nystrom, Minneapolis, MN
C. Door Types:
1. Fire Rated Metal Access Door for use at Rated Partitions:
a. Flush type design.
b.16 GA frame; minimum 20 GA steel welded pan door panel insulated with non-combustible filler
c. Self closing and self latching, with interior latch release
d. Fully concealed pin type hinges or continuous piano hinge, 175 degree opening.
e. Ring tum latch.
2. Non Rated Metal Wall and Ceiling Access Door for use at Back-of-House (BOH) Areas:
a. Flush #ype design.
b. 16 GA steel frame; 14 GA steel door panel.
c. For installaiion in drywall: Integral attachment flange and drywall bead for flush installation.
d. Fully concealed pin type hinges or continuous piano hinge, 175 degree opening.
e. Hardware: Screw driver slot, quarter turn cam lock for interior locations; 2'-0" o.c., maximum.
3. Non Rated Concealed Drywall Access Door for use at Sales Floor areas:
a. Recessed type design.
b. Minimum 13 GA steel frame; minimum 16 GA steel door panel recessed to receive drywall.
c. Integral attachment flange and drywall bead for flush installation.
d. Fully concealed pivot rod hinge.
e. Latches: Screw driver operated cam latch.
4. High-Security Wall Access Door:
a. Karp Associates, Inc., "DSB-123SD Security Access Door," Nystrom "HS-GMZ" or approved.
b. Size: 24 in x 24 in.
c. Frames: 3/16" x 2" x 2" angle welded with joints ground smooth; applied 1/8" x 1" x 1" stop on four sides.
d. Door: 10 GA steel plate.
e. Hinges: Provide fully concealed hinge(s).
f. Lock: prepared for interchangeable 5-pin cylinder lock, as specified in Section 087100.
g. Weatherstrip: Provide continuous seal as necessary to maintain assembly watertight when closed.
h. Finish: Factory primed for field finish with manufacturer's standarcf nast-inhibitive powder coat, color to match
adjacent construction.
D. Minimum Sizes: Provide access doors in si2es indicated. When not indicated or specified otherwise, provide 12" x 12"
size for hand access, and 24" x 24" size for man entry.
E. Installation:
1. Provide access doors in the locations indicated, and for access to balancing and fire dampers, trap primers, valves,
fans, terminal units, and other equipment requiring periodic inspection through finished walls or ceiling, whether
indicated or not.
2. Coordinate access requirements with other trades.
3. Provide concealed drywall access doors unless fire rated access doors are required because of fire rated
construction.
083326 OVERHEAD COILiNG SHUTTERS
A. Installation:
1. Install frames, doors, and hardware in accordance with manufacturer's instructions.
2. Use anchorage devices to securely attach frame to structure.
3. Align frames plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with adjacent work.
4. Install aluminum flashings at head and sill. Finish to match storefront and windows.
5. Perimeter sealant is provided under Section 079200.
6. Adjust hardware installed in this section for smooth operation.
7. Protect aluminum from dissimil
ar materials with a coating of bituminous paint, a minimum 1-mil thickness of zinc
chromate primer, plastic separator materials, or isolation tape. Keep isolation materials unexposed to view.
087100 DOOR HARDWARE
A. Codes:
1. All finish hardware shall comply with applicable local and/or state current building codes.
2. Hardware for fire-rated openings shall also be in compliance with all fire building codes applicable to the district in
which the building is located. Provide only hardware which has been tested and listed by UL for the types and sizes
of doors required, and which complies with the requirements of the door and doorFrame labels.
3. Provide smoke seals as required at each fire-rated opening.
B. Furnish 2 sets of special tools for installation and maintenance of hardware. Tools for maintenance and adjustments are
to be delivered to the Owner upon completion of the work.
C. In general, unless otherwise indicated, finishes shall be satin chrome US26D.
D. General: Construction masterkey al! locksets and cylinder items; provide 6 construction masterfceys.
E. Keying: Contractor shall be responsible for final keying, as follows:
1. Consult with Owner's authorized representative and prepare detailed keying schedule accordingly. Owner's
representative will coordinate keying requirements with authorized representative of Hardware Supplier.
DIVISION 9 - FINISHES
090561.13 MOISTURE VAPOR EMISSION CONTROL
A. General: Pre-formed moisture suppression membrane installed over concrete subfloor as a floor covering
underlayment.
B. References:
1. D3273-00- Standard Test Method for Resistance to Growth of Mold on the Surtace of Interior Coatings in an
Environmental Chamber
2. E-96-05 - Standard Test Methods for Water Vapor Transmission of Materials
3. F 2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes
C. Submittals:
1. Manufacturer's Current Installation Instructions
2. Manufacturer's warranty registration with concrete subfloor moisture test results and building ambient air
tem erature a d f
n rela ive humidi test resul s
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D. Coordination: Coordinate this section of work and directly related section s with concrete floor construction and repair
and finish flooring work.
E. Materials
1. Manufacturer: Halex Corporation; Versashield. www.halexcorp.com (800)576-1636
2. Product name: Vers hie
aS Id 95 Floorin Underla
g yment
a. Material: Free-standing, dimensionally stable, 4-ply composite product, engineered as a moisture suppression
membrane to be used on concrete floors where high moisture exists.
b. Dimensions: [144 ft long by 5 ft widej standard roll.
c. Mold, Mildew & Fungal Resistance, ASTM D3273: 10 rating
d. Moisture Vapor Transmission rate, ASTM E96-05: less than 0.01 glhr/ sq m
e. No substituiions permitted
3. Product name: VersaShield MBX Flooring Underlayment
a. Material: Free-standing, dimensionally stable, 4-ply composite product, engineered as a moisture suppression
membrane to be used on concrete floors where high moisture exists.
b. Dimensions: [144 ft long by 5 ft wide] standard roll.
c. Mold, Mildew & Fungal Resistance, ASTM D3273: 10 rating
d. Moisture Vapor Transmission rate, ASTM E96-05: less than 0.01 g/hr/ sq m
e. No substitutions permitted
4. Accessories: VersaShield tape
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a. Application: Joining of moisture suppression underlayment seams
b. Description: Membrane manufacturer's moisture suppression tape with pressure sensitive adhesive.
F. Examination
1. Reference: Section 017000: Verify existing conditions before starting work.
2. Verify that sub-floor surfaces are smooth and flat within tolersnces speafied for the type of work and are ready to
receive flooring.
3. Verify that sub-floor is prepared per ASTM 710. Remove coatings, inctuding curing compounds, and other
substances that are incompatible with adhesives and that contain soap, wax, oils, or silicone, without using
solvents. Do no install flooring if alkalinity exceeds 9 pH.
4. Verify sub-floor moisture test results by conduct relative humidity per ASTM F2170. Do not install flooring is RH
exceed 75°h relative humidity. Report moisture test results to Architect prior to floor installation.
a. If sub=floor test results sxceed 75% relative humidity and 9 pH, provide and install moisture mitigation system,
VersaShield 95 up to 95% relative humidity or VersaShield MBX up to 99% relative humidity.
b. Do not install if RH within the concrete exceeds 99% .
G. Installation
1. Install moisture suppression membrane with smooth film side facing concrete slab.
2. Install in accordance with membrane manufacturer's current written installation instructions.
3. If any jobsite condition interteres with compliance with manufacturer's instructions, contact manufacturer and obtain
written job-specific procedures. Notify architect or owners representative as required.
4. Adhesives - Apply adhesive to mineral-coated surtace of moisture suppression membrane. Use only water-based
adhesives. Do not use solvent-based adhesives.
5. Protection - Protect moisture suppression membrane from damage during flooring installation. Do not tear, rip,
puncture, or delaminate membrane when applying trowel-on adhesive. Repair damaged areas according to
membrane manufacturer's instructions before flooring installation. Provide continuous, intact moisture suppression
membrane under entire designated flooring area.
6. Install flooring according to flooring manufacturer's instructions
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092200 LIGHT GAGE METAL SUPPORT FRAMING ��� �" �;
s:,.�
A. Summary: Interior partition, ceiling, and soffit construction, not covered by Section 054000. F� �L e;
a? �>� ::::.
B. System Description: �� .r,
1. Structural Design: , � o
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a. Select framing systems, gages, supports, bracing, and connections as necessary to meet the structural v? ;-�
requirements specifisd. �� ;,'; _,�,,
b. Partition framing shall conform to the widths indicated, unless approved otherwise. Provide thicker gages and '`� -�--•
decreased stud s acin as necessa to meet the desi n re uirements. �' ��?
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2. Design Loads • �" � �'�/
a. Interior Ceiling Assemblies: 5 pounds per square foot uniform live load, plus dead loads. ��"
b. Interior Partitions: 5 pounds per square foot uniform live lateral load. � W
c. Exterior Soffits: 25 pounds per square foot uniform live Ioad. �
3. Deflection Requirements: Maximum of 1/240 the span, except maximum 1/360 at 61e. ��
C. Code Requirements: �
1. Provide assemblies meeting the hourly fire ratings indicated and specified. Assemblies shall been tested in ��
accordance with ASTM E119, and shall be approved by the local jurisdictional code authorities.
2. Coordinate installation of other materials which are a part each assembly. �
3. Fire rating requirements take precedence over the construction requirements indicated. In the event of conflict, ���
notify the Architect, and do not begin construction in the area of conflict until the conflict has been resolved. �(,�
4. _ Provide all calculations, drawings, product dafa, and other verification as required by the jurisdictional code �� C..,
authority to obtain approval of the light gage meta! framing installation. �
D. Materials: � 1 � 1�
1. Light Gage Metal Framing: ASTM C645; galvanized; provide "C" shaped studs, U shaped runners, hat and "Z" W
shaped furring channels, and other sizes and shapes as necessary. Minimum 25 gage, except fumish thicker �
gages as required to meet deflection requirements. W��
2. Cold Rolled Channels: Rust inhibitive paint coating; sizes in accordance with ASTM C754. �.�.
3. Screws: Self-tapping; low profile head. t,_
4. Securi Mesh: Amico Alabam ��
a Metal Industries o B' '
C irmm ham AL 800/3 -
tY 66 2642 • A
� SM .50-13 �
rp) g ( }, F, minimum 13 �
gage, unless approved othervvise. � � ^
5. Proprietary Ceiling Suspension System: � O
a. Manufacturer: Armstrong (800-207-2321). �
b. Suspension System: Similar to System 650, or 670; ASTM C635 heavy dury classification. �^
c. Furring Runners: Manufactured from 0.020 inch thick steel 1-3/8 inch wide with knurled face by 1-1/2 inches high; = v��
factory punched cross tee slots, hanger holes, and non-directional bayonet end tab coupiings. �� .
d. Furring Tees: Manufactured from 0.020 inch thick I-3/8 inch wide with knurled face by 1-1/2 inches high; factory
punched cross tee slots and hanger holes. �('�
e. Furring Cross Channel: 0.020 inch thick steel; 1-3/8 Inch wide with knurled face by 7/8 inches high by 48 inches d-
long with straight locking end tabs. O��
f. Cross Tees: 0.020 inch thick steel 15/16 inch wide by 1-1/2 inches high; with staked-on dip end tab couplings,
factory punched cross tee slots. �.� �
g. Moldings: Manufacturer's standard.
6. Partition Head Compensating Channel (Non-Rated): Design for minimum +/-'/z' deflection. Profiles as indicated;
one of the following:
a. 20 gage deep leg track; 2 inch legs.
b. Slip Track Systems Inc. (Anaheim, CA; 714-761-1921) "SLP-TRK:'
7. Other Framing Materials: Fumish in accordance with ASTM C 754.
E. Partition Framing:
1. Runners:
a. Secure runners with fasteners at maximum 24 inches oc.
b. At concrete floors, use powder driven fasteners or drilled in concrete anchors. �
c. Top Runner: Use proprietary compensating channe! or dQep leg track at Contractor's option, as necessary to W
z
accommodate building deflection. Z
d. Align to tolerances specified. W
2. Unless indicated otherwise, install studs vertically at 16 inches O.C., and not more than 2 inches from abutting Z
construction, at each side of openings, and at comers. J
3. Fit runners under and above openings; secure intermediate studs at spacing of wall studs. �
4. Brace a ' '
�
p rtition framing system and make rigid. z
5. Install double studs continuous from floor to ceiling track at the jamb of each doo� frame and cased apening. Studs �
shall be the same gage as the a�jacent studs, but no less than 20 gage. Provide diagonal steel stud bracing to
structure at each jamb at partitions which do not extend to structure.
6. Coordinate erection of stud system with requirements of door and window frames, fire extinguisher cabinets,
recessed toilet accessories, access doors, and other construction within mounted partition construction. �
7. Coordinate the installation of framing with the gypsum board installer to ensure support at all board edges. Provide �
framing immediately either side of expansion joints. : � �
8. Stud splicing not permissible.
9. At non-load bearing full height partitions subject to compression caused by overhead structural deflection, cut studs
1/2 inch short from full height except as otherwise indicated Do not ri idl connect stud t t
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10. Stud Bridging: � ' g y o op runner. a,JLL. COt71j�c�11�/
a. At interior partitions greater than 4 feet in length, and with rigid facing material on one stud flange only, provide 3/4" 398 S. MILL AVE
bridging channels in horizontal rows at a maximum of 5'-0" on center for the full height of the partition.
b. Interior full height partitions (studs extending from the floor to the structure above) with r(gid facing material SUITE 201
stopping 3'-0" or more below top of studs - Provide one row 3/4" bridging channel horizontally at termination of TEMPE AZ 85281
gypsum board material, and one additional row for each 5'-0" of exposed studs. '
c. Install stud bridging channels in long lengths, wire tying and lapping the joints a minimum of 12." 480.626.6304 � 1NWW.bigredrooster.com
11. Attach bridging channel to each stud as shown in manufacturers printed instructions.
12. Install security mesh at all walls of the Inventory Room per section 092200.
F. Ceiling and Soffit Framing:
1. Coordinate locations of hangers and supports with the work of other Sections.
DAVID ,A.�U�KO
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2. Provide ceiling and soffit framing as indicated. Where not indicated provide, stud and runner framing, suspended
framing, or proprietary suspended framing. /"� R C H I TE C T
3. Proprietary Suspended Framing: Install in accordance with manufacturer's recommendations.
4. Stud and Runner Framing:
a. Secure runners to stn,icture above with fasteners at a maximum of 24 inches on center. Size fasteners and use 11881 N. 113TH WAY
reinforcements as necessary to support the dead loads applied. SCOTTSDALE AZ 85259
b. Screw fasten framing at each flange joint. ,
c. Space studs at 16 inches on center at horizontal locations. (PH) 480.614.3385 �(F) 480.614.0209
d. Select members to meet the structural requirements specified. david�udkOW@COX.net
5. Light gage Suspended Framing:
a. Install in accordance with ASTM C754, unless indicated or specified otherwise.
b. Suspend ceiling from overhead stn►ctural elemen#s only. Do not support from any electrical, HVAC, plumbing, or COPYRIGHT NOTICE:
Spllllkl@f SySt2ft1 COfT1p011@I1tS. These draw(ngs and specifications are copyr(ghted and subject to
c. Space carrying channels 4 feet on center with splices lapped 12 inches and tied. copyr�9nt Prote��on as an ��architectural work" under sec. 102 of the
d. Support cold rolled carrying channels with hanger wires spaced at 3 feet on center for lath and plaster ceilings and copyright act, 17 U.S.C. As amended January 2003. The protection
4 feet on center for gypsum board ceilings. Loop hanger wire around suppo�t element and tightly wrap around includes, without Ilmitation, tne overall form, arrangement and
composition of spaces, and elements of the design. Under such
vertical wire 3 times; cut off neady. �� protection, unauthorized use ot these drawings and specificatlons
e. Space furring channels 16 o.c. wnth splices lapped 12 , minimum and tied; clip or saddle tie to runner channels may reault in cessatlon of construction, building seizure, and/or
with 16-g8ge tle wife. monetary liability.
f. Where overhead obstructions prevent the regular spacing of hangers, provide secondary carrying members for
indirect support of the suspension system, or reinforce the nearest adjacent hangers and related framing
components as required to span the required distance. �'�, E I V E D
6. Stabilize suspended ceiling, soffit, and fascia framing against lateral movement by means of diagonal bracin�,'�t�lr' F T U K W I L,�
locations where partitions eutendto ceiling, only, install supplementary bracing at maxirnum 8'-0" O.C. along length
of partition, and above each door hinge and strike jamb. ,;�., �, „�,r�
7. Form openings in ceilings and frame openings for recessed light fixtures, air diffusers, access doors, hatches, etc. �""`� �"�`�"�
8. Install supplementary hanger wires for support of ceiling mounted equipment.
G. Backinq: PE6�PlIT CEIVTER
1. Provide
steel backing where indicated. At Contractor's option steel badcing plates may be substituted for wood
blockin exce
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2. Unless indicated otherwise, steel backing shall consist of minimum 4 inch wide 16 gage steel plate screwed rigidly
to the studs.
H. Installation Tolerances:
1. Install
members to o '
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n v�nth maximum variatio
n of 1/8 inch in 10 �
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2. Locate assemblies wifhin 1/4 inch of required locations. -��yL`��C -
METAL STUD SCHEDULE
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092813 GYPSUM SHEATHING
A. Materials:
1. Gypsum Sheathing: One of the following:
a. G-P Gypsum Corporation "Dens-Glass Gold"; glass mat faced; ASTM C1177; 1/2 inch thick
b. USG FIBEROCK Brand Sheathing with Aqua-Tough TM;'/ inch thick.
2. Screws: Galvanized; self-drilling; self-drilling, bugle head screws; minimum 1-1/4 inch long.
B. Installation:
1. Install square edge boards parallel or perpendicular to framing. Install boards parallel to framing at fire rated walls.
Apply sheathing with joints staggered. All edges shall be firmly supported.
2. Install sheathing with coating towards exterior.
3. Screw to framing. Space fasteners 8 inches o.c. in field and 4 inches O.C. at ends along each framing member.
4. 4. Do not bridge expansion or seismic joints.
092900 GYPSUM 80ARD
A. Quality Control:
1. Provide assemblies meeting the hourly fire ratings indicated. Assemblies shall be approved by the local
jurisdictional code authorities.
B. Materials:
1. Synthetic Gypsum Board:
a. Manufacturers: National Gypsum Co. "Gold Bond Brand"; USG Corporation, "Sheetrock Brand"; Temple-lnland
Gypsum, "Synthetic Gypsum."
b. 5/8 inch thick unless noted othervvise; provide type X in fire rated partitions.
c. Standard Board: ASTM C36.
2. Accessories:
a. 7rim: Concealed flange screw-on type; metal; GA 216.
b. Joint Gompound, Tape, and Finishing Compound: ASTM C475 and GA 216.
c. Screws: ASTM C1002.
d. Proprietary Skim Coat: USG 'Tuff-Hide Sheetrock Brand Primer-Surfacer."
C. Installation:
1. Installation Standard: Unless specified otherwise, pertorm work in accordance with Gypsum Association 216,
"Recommended Specifications for the Application and Finishing of Gypsum Wallboard."
2. Install water resistant board restroom walls as a substrate for surfaces
3. Screw fasten board to framing, unless approved otherwise.
4. Trim:
a. Use longest practical lengths, with no piece less than 2 feet long for continuous runs greater than 8 feet. Securely
fasten and align trim ends atjoints.
b. Place concealed flange comer beads at all e�cternal corners. At angles other than 90 degrees, bend the flange to
conform to the an le.
9
c. Place concealed flange type L trim where gypsum board abuts dissimilar materials.
d. Use J trim at exposed gypsum board edges (including light coves) where sealant joint is indicated.
5. Control Joints:
a. Position control joints to intersect light fixtures, air diffusers, door openings, and other areas of stress
concentration.
b. Position control joints at locations where eicpansion or control joints occur in the building structure.
c. Locate control joints to form rectangular or square sections, in "L," "U," "T," or other irregularly shaped areas.
6. Finishing:
a. Provide finishing in accordance with GA 214.
b. Where necessary to sand, do so without damaging the face of the gypsum board.
093105 CERAMIC 71LE.
A. Products
f r� s show on finish material schedule.
1. Manu acture s. A n
2. ANSI Ceramic Tile Standard: Provide tile that complies with Standard Grade requirements of ANSI A137.1,
"Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated.
3. Setting Materials: As follows:
e-Portland Cement Mortar: AN51 A118.4 com osed as follows:
a. Lat x
P
a.1. Prepackaged Dry-Mortar Mix: Factory-prepared mixture of portland cement; dry, redispersible, ethylene vinyl
dd'tive� and other in redients to which onl water eeds to be added at Pro'e
acetate a i g y n � ct site.
a,2. Mixture of Dry-Mortar Mix and Latex Additive: Mixture of prepackaged dry-mortar mix and liquid-latex additive
complying with the following requirements:
a.2.1. Latex Additive; Styrene butadiene rubber.
a.2.2. Latex Additive: Acrylic resin.
b. Chemical-Resistant, Water-Cleanable, Ceramic Tile-Setting and -Grouting Epoxy: ANSI A118.3.
'de roduct ca able of resistin c:ontinuous and intetmittent ex osure to tem eratures of u to
c. Provi p p g p p p 140 deg F(60
deg C) and 212 deg F(100 deg C), respectively, as certified by mortar manufacturer for intended use.
d. Water-Cleanable, Tile-Setting Epoxy Adhesive: ANSI A118.3.
e. Grout for Exterior: Laticrete 4237 Latex thin set mortar additive with 211 crete filler powder or Laticrete 3701 Latex
admiycture with Laticrete floor and wa11 thin set. Provide Laticrete 9235 waterproof inembrane per mfr.
recommendations.
4. Grouting Materials: As follows;
4.1. Latex-Portland Cement Grout: ANSI A118.6 for materials described in Section H-2.4, composed as
follows: .
4.2. Mixture of Dry-Grout Mix and Latex Additive: Mixture of factory-prepared, dry-grout mix and latex additive
complying with the following requirements:
4.3. Unsanded Dry-Grout Mix: Dry-set grout complying with ANSI A118.6 for materials described in Section
H-2.3, for joints 1/8 inch (3.2 mm) and narrower.
4.4. Sanded Dry-Grout Mix: Commercial portland cement grout complying with ANSI A118.6 for materials
described in Section H-2.1, for joints 1/8 inch (3.2 mm) and wider.
. 4.4.1. Latex Additive: Styrene butadiene rubber.
5. Chemical-Resistant Epoxy Grout: ANSt A118.3, color as indicated.
5.1. Provide product capable of resisting continuous and intermittent exposure to temperatures of up to 140
deg F(60 deg C) and 212 deg F(100 deg C), respectively, as certified by mortar manufacturer for intended
use.
6. Elastorneric Sealants: Provide manufacturer's standard chemically curing, elastomeric sealants of base polymer
and characteristics indicated that comply with app(icable requirements of Division 7 Section "Joint Sealants."
6.1. One-Part, Mildew-Resistant Silicone Sealant: ASTM C 920; Type S; Grade NS; Class 25; Uses NT, G, A,
and, as applicable to nonporous joint substrates indicated, 0; formulated with fungicide.
7. Cementitious Backer Units: Provide products complying with ANSI A118.9, of thickness and width indicated, and in
maximum lengths available to minimize end-to-end butt joints.
8. Miscellaneous Materials: As follows:
8.1. Trowelable Underlayments and Patching Compounds: Latex-modified, Portland-cement-based
formulation provided or approved by manufacturer of tile-setting materials for installations indicated.
8.2. Metal Edge Strips: White-zinc-alloy terrazzo strips, 1/8 inch (3.2 mm) wide at top edge with integral
provision for anchorage to mortar bed or substrate, unless otherwise indicated.
9. Waterproof inembrane installation: (coordinaie with landlord requirements)
10. Install waterproof inembranes in strict accordance with manufacturer's installation instructions.
B. Preparation: clean substrate surfaces free of grease, dirt, dust, organic impurities, curing agents, and other materials
that would impair bond. Clean floors with "blast-track" unit if necessary.
1. Slab leveling: (coordinate with landlord requirements)
2. Prior to installation of ihinset floor tile, where local irregularities in the substrate surface would prevent level
installation of the tile, the substrate shall be brought to plane surface with variations not to exceed 1/8 inch in 4 feet
(cumulative) and 1/4 inch in 10 feet (non-c�mulative). Smooth all abrupt changes in plane.
3. Use Thinset mortar or other filler for slab leveling. Other fillers are subject to endorsement by the setting mortar
manufacturer.
4. Screed or float to appropriate thickness and specified surFace tolerance. Allow to set prior to proceeding with
installation. Do not exceed the maximum thicknesses for thin bed mortar as recommended by the manufacturer.
C. Execution
1. Provide concrete substrates for tile floors installed with dry-set or latex-Portland cement mortars that comply with
flatness tolerances specified in referenced ANSI A108 series of tile installation standards for installations indicated.
1.1. Use trowelable leveling and patching compounds per tile-setting material manufacturer's written
instructions to fill cracks, holes, and depressions.
1.2. Remove protrusions, bumps, and ridges by sanding or grinding.
2. Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, verify that tile has
been blended in the factory and packaged so tile units taken from one package show the same range in colors as
those taken from other packages and match approved Samples.
3. ANSI Tile Installation Standards: Comply with parts of ANSI A108 series of tile installation standards in
"Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods
indicated or required.
4. iCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods
indicated or required.
5. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering without
interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without
disrupting pattem or joint alignments.
6. Accurately form intersections and retums. Perform cutting and drilling of tile without marring visible surfaces.
Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to
electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.
rid ttern uNess otherwise indicated. Ali n'oints where ad'oinin f
7. Jointing Pattem: Lay tile in g pa , g � � g iles on floor, base,
walls, and trim are the same size. Lay ou# tite work and center tile fields in both directions in each space or on each
wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless othervvise indicated.
8. Expansion Joints: Locate expansion joints and other sealant-filled joints, including control, contraction, and isolation
joints, where indicated during installation of setting materials, mortar beds, and tile. Do not saw-cut joints after
installing tiles.
9. Locate joints in tile surfaces directly above joints in concrete substrates.
„. ,
eala ts to com I 'th re uire ents of Division 7 Section Joint Sealants.
,
10. Prepare joints and apply s n p y v�n q m
11. Grout tile to comply with the requirements of the following tile installation standards:
12. For ceramic tile grouts (sand-Portland cement, dry-set, commercial Portland cement, and latex-Portland cement
grouts), comply with ANSI A108.10.
13. Floor Tile Installation: Install tile to comply with requirements indicated, inGuding those referencing TCA installation
methods and ANSI A108 series of tile installation standards.
14. Joint Widths: Install tile on floors with the following joint widths:
15. Paver Tile: 1/4 inch (6.35 mm).
16. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying wifh applicable
special requirements for back buttering of tile in referenced ANSI A108 series of tile installation standards.
17. Metal Edge Strips: Install at locations indicated or where exposed edge of tile flooring meets carpet, wood, or other
flooring that finishes flush with top of tile.
18. Back Buttering; For installations indicated, obtain 100 percent mortar coverage by complying with applicable
special requirements for back buttering of tile in referenced ANSI A108 series of tile installation standards.
19. Cleaning: On completion of placement and gro�ating, clean all ceramic tile surfaces so they are free of foreign
matter, Use cleaning materials and methods that comply with tile and grout manufacturers' written instructions.
096403 WOOD FLOORING
A. General
1
3
4 � 5 I 6
1. Related Documents
2. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1
Specification Sections, apply to this Section.
3. Quality Assurance
3.1. Installer Qualifications: Installation shall be pertormed by a firm experienced in the application of systems
similar in complexity to those required for this Project. Additionally, installers shall be in possession of the
manufacfure�'s installation manual and adhere to the instructions.
3.2. Hardwood Flooring: Comply with NOFMA grading rules for species, grade, and cut. Certification: Provide
flooring that carries NOFMA grade stamp on each bundle or piece.
4. Project Conditions
4.1. Conditioning: Maintain relative humidity planned for building occupants and an ambient temperature
between 65 and 75 deg F(18 and 24 deg C) in spaces to receive wood flooring for at least seven days before
installation, during installation, and for at least seven days after installation. After post-installation period,
maintain relative humidity and ambient temperature planned for building occupants.
4.2. Move wood flooring into spaces where it will be installed, at least seven days before installation.
4.3. Do not install flooring until it adjusts to the relative humidity of and is at the same temperature as the
space where it is to be installed.
4.4. Install factory-finished wood flooring after other finishing operations, including painting, have been
completed.
B. Products
1. Engineered-Wood Strip or Plank Flooring Products: As indicated on the finish material schedule. No substitutions.
2. Accessory Materials
2.1. Fasteners: Not used in Floating Floor System
2.2. Vapor Retarder: VersaShield Flooring Underlayment with VersasShield Seam Tape installed per
manufacturer instructions.
2.3. Cork Expansion Strip: Composition cork strip complying with FS HH-C-576, Type I-B, Class 2.
2.4. Wood Trim: In same species and grade as wood flooring, unless otherwise indicated.
2.5. Wood Base: As noted in finish schedule.
2.6. Base Shoe Moiding: 1/2 by 3/4 inch (13 by 19 mm).
2.7. Threshold: Tapered on each side and routed at bottom of one side to accommodate wood flooring.
2.8. Reducer Strip: As shown in drawings.
C. Preparation:
1. Concrete Slabs: Grind high spots and fill low spots to produce a maximum 1/8-inch (3-mm) deviation in any
direction when checked with a 10-foot (3-m) straight edge.
2. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks,
holes, and depressions in substrates.
3. Remove coatings, including curing compounds, and other substances on substrates that are incompatible with
at'on a hesives and that contain s a
install i d a p, wax, oil, or silicone, using mechanical methods recommended by
manufacturer. Do not use solvents.
4. Broom or vacuum clean substrates to be covered immediately before product installation. After cleaning, examine
substrates for moisture, alkaline salts, carbonation, or dust. Proceed with installation only after unsatisfactory
conditions have been corrected.
D. Execution
9. Installation
a. Comply with flooring manufacturer's written installation instructions, but not less than recommendations in
NOFMA's "Installing Hardwood Flooring."
b. Concrete Substrates: Verify that slabs are dry according to test methods recommended by flooring manufacturer
or, if none, by test methods in NOFMA's "Installing Hardwood Flooring."
c. UVhere wood flooring is adhesively attached to concrete slabs, verify that slabs are free of curing compounds,
sealers, hardeners, and other materials that may interfere with adhesive bond.
d. Provide expansion space at walls and ather obstructions and terminations of flooring of not less than directed by
manufacturer.
e. Engineered-Woad Flooring: Set in adhesive per manufacture�'s instructions.
o im: Nail baseboard to wall and ai s o
f. W od Tr n I h e moldin or other trim to bas bo 0 0'
g e ard; do n t nail to fl onng.
g. Provide expansion space at walls and other obstructions and terrninations of flooring
A. Cleaning and Protection
1. Cover wood flooring before and after finishing during remainder ofi construction period. Use heavy kraft-paper or
o s i able coverin . Do not use lastic shee
ther u t t or film that could cause conde sa '
9 p
n tion.
2. Clean and buff per manufacture's recommendation immediately prior to building occupancy.
095300 ACOUSTICAL PANEL CEILINGS
A. References:
1. American society for testing and materials (ASTM):
a. C635 - Metal suspension systems for acoustic tile and lay-in panel ceilings.
b. C636 -Recommended practice for the installation of inetal ceiling suspension systems for acoustic tile and lay-in
partels.
B. Quality Assurance:
1. Codes: Conform to the requirements of the AHJ, seismic zone as indicated on the Drawings, CISCA, and the
requirements of the jurisdictional code authorities.
C. Products:
1. Acoustical Panels: As indicated on the Drawings.
2. Suspension System: Exposed T System: ASTM C635, heavy duty classification; direct hung; exposed "T" design;
factory baked on finish to match acoustical panels. Fumish stabilizer bars, splices, edge and wall moldings, and
other items as necessary to complete suspended ceiling grid system.
D. Installation:
1. Install after major above-ceiling work �s complete.
2. Instafl system in accordance with ASTM C636, IBC 1621.2.5 and CISCA, the manufacturer's instructions, and as
supplemented in this Section.
3. Install grid to produce finished ceiling tnae to lines and levels indicated, within the specified tolerances.
4. Install suspension systems in a manner to suppo�t all superimposed loads, with mawmum permissible deflection of
1/270 of span. At locations where partitions extend to ceiling, only, install supplementary diagonal bracing to
structure at maximum 8'-0" o.c. along length of partition, and above each door hinge and strike jamb
5. Hang system independent of walls, columns, ducts, pipes and conduit. Where ducts or other equipment prevent
the regular spacing of hangers, p�ovide secondary carrying members for indirect support of the suspension system,
or reinforce the nearest adjacent hangers and related carrying channels as required to span the required distance.
6. Center system on room axis according to reflected ceiling plans.
7. Anchorage:
a. Provide all anchors required for the instalfation of the ceiling system unless otherwise noted.
b. Do not fasten to the upper flutes of inetal decking. Do not use fasteners in steel deck which penetrate more than 1
inch.
c, Verify location of all conduit in poured concrete construction before making attachments.
8. Install edge molding at intersection of ceiling and vertical surFaces, using longest practical lengths. Miter comers.
Provide edge moldings at junctions with other interruptions. Fabricate edge mo(dings to fit the surtaces
encountered.
9. Form expansion joints as detailed. Maintain visual closure.
10. Fit acoustic lay-in panels in place, free from damaged edges or other defects detrimental to appearance and
function. Fit border units neatly against abutting surfaces. Scribe and mill recessed regular edge into partial border
units supported at edge by wall molding.
11. Adjust sags or twists which develop in the ceiling system and replace parts which are damaged or defective.
12. Install hold-down clips to retain panels tight to grid system within 20 ft of an exterior door.
13. Tolerances:
14. Variation from Flat and Level Surface: 1/8 inch in 12 ft.
15. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum.
E. Performance
1. Seismic Pertormance: Acoustical ceiling shall withstand the effects of earthquake motions determined according to
ASCE/SEI 7.
2. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identiiy products
with appropriate markings of applicable testing agency.
3. Flame-Spread Index: Comply with ASTM E 1264 for Class A materials.
4. Smoke-Developed Index: [50] (450] or less.
5. Fire-Resistance Ratings: Comply with ASTM E 119; testing by a qualified testing agency. Identify products with
appropriate markings of applicable testing agency.
6. Seismic Struts: Manufacturer's standard compression struts designed to accommodate lateral forces.
7. Seismic Clips: Manufacturer's standard seismic clips designed and spaced to secure acoustical tiles in-place.
096500 RESILIENT FLOORING
A. Summary:
1. Resilient sheet flooring.
2. Resilient base.
B. Submittals:
1. Submit product literature for each product proposed, including base, resilient flooring, transition strips, and
adhesives.
2. Submittals: Submit samples of each type of resilient flooring, and each rype of rubber base for color selection by
the Interior Designer.
C. Materials:: As indicated on the Drawings
a. Subfloor Filler: Portland cement based latex filler, mixed with water to produce a self leveling underlayment, or
cementitious paste, as appropriate to project requirements.
b. Adhesives: Types recommended by resilient flooring and base manufacturers for specific application.
c. Transition Strips: Vinyl; products as indicated; color as selected by the Architect from manufacturer's standard.
d. Alk other materials not specifically described, but required for a complete and proper installation of resilient flooring,
shall be only as recommended by the manufacturer of the material to which it is applied and shall be subject to the
approval of the Architect.
D. General Resilient Flooring Installation Requirements:
1. Install subfloor filler to fill low spots, cracks, construction joints, holes and other defects, and as required to adjust
level to meet adjacent finishes. Feather to maximum slope of 1/8 inch in 3 feet; float to smooth, flat, hard surface.
Prohibit traffic over filler.
2. Install all resilient flooring where scheduled in accordance with the manufacturer's recommendations.
3. Unless indicated otherwise, install resilient flooring with joints and seams as indicated on the Drawings.
4. Terminate resilient flooring at centerline of door at door openings where adjacent floor finish is dissimilar, and
where no threshold is indicated.
5. Install edge strips at unprotected or exposed edges where flooring terminates.
6. Scribe flooring to walls, columns, cabinets, floor outlets and other appurtenances to produce tight joints.
7. Clean substrate. Spread cement evenly in quantity recommended by manufacturer to ensure adhesion over entire
area of installation. Spread only enough adhesive to permit installation of flooring before initial set.
8. Set flooring in place, press with heavy roller to ensure fu11 adhesion.
9. Seal joint between flooring and adjacent materials at restrooms, bathrooms, kitchens, and other moist areas with
clear silicone sealant.
E. Special Requirements for Sheet Flooring:
1. Install sheet flooring to a minimum 1/3 full material width, with length of sheet parallel to length of room. Where
cutting is required, double cut and weld as specified. Trim in accordance with manufacturer's instructions.
2. Seams in accordance with the manufacturer's printed instructions.
3. Unless indicated otherwise, lay flooring with seams parallel to building lines to produce minimum number of seams.
4. Special Flashed Coved Base Requirements:
a. Provide cove fillet at intersection of floor and wall to ease transition.
4
5
7 I 8 I 9
b. Miter cut, fit, and heat weld all seams, joints, penetrations, and transitions. Extend flooring to elevation above
finished floor le�el as indicated.
c. Cut top exposed edge straight and level.
d. Cap top edge with cap trim. Miter all trim comer joints. Install trim in maximum practical lengths with no piece
shorter than 18 inches for continuous runs longer than 18 inches.
F. Rubber Base Installation:
1. Adhesively install resilient base tightly to wall and floor surtaces in accordance with the manufacturer's
recommendations.
2. Fit joints tight, vertical, and in accurate alignment. Install base in maximum lengths, with minimum number of joints
in each run. No section may be shorter than 48 inches, except as required by wall conditions.
3. Install base to walls, columns, and casework toe kicks in all areas where resilient base is scheduled.
4. Miter or cope inside comers for accurate fit. Scribe and fit to door frames and other obstructions.
5. Outside Comers:
a. Score back of base material with grooving tool and accurately align to comer.
b. Firmly adhere to wall at both sides of comer, with no visible gaps at top of base.
c. Stretch toe of coved base for smooth transition around comer, with toe in uniform contact with the finish flooring.
6. Remove excess adhesive from surfaces without damage.
096813 CARPETING
A. Quality Assurance: Carpet Installer shall have minimum of 3 years experience in carpet installations of similar size and
scope.
B. Warranty: Fumish manufacturer's standard 5-year warranry against wear and deterioration.
C. Materials: As scheduled on the Drawings.
1. Accessories:
a. Carpet Grippers: Roberts Architectural "22-333", or approved.
b. Pad Tape: Non-paper tape recommended by pad manufacturer.
c. Edge Strips: Reducer strips; size and configuration as appropriate for conditions; color as selected by Architect
from manufacturer's standard line.
d. Walk-Off Mat Screed: Schluter; aluminum; profile as indicated on the Drawings, and to suit job conditions.
e. Adhesives: Type as recommended by carpet, mat or screed manufacturer for intended use. Use waterproof
adhesive at Walk-Off Ma#.
f. Latex Underlayment: White premix latex filler.
g. 8acking: As indicated on the Drawings.
D. Preparation:
1. Clean floors of dust, dirt, solvents, oil, grease, paint, plaster, and other substances which would be detrimental to
the proper performance of adhesive and carpet.
2. Fill low spots and cracks over 1/8 inch in width with latex underlayment.
E. Installation:
1. Install carpets in strict accordance with the manufacturer's recommendations.
2. Cut carpet, where required in a manner to allow proper seam and pattem match. Ensure cuts are straight and true
and unfrayed.
3. Seaming shall be by hand sewing or with hot mett tape methods.
4. Install ed in stri s where car et terminat
g g p p es at other floor coverings. Use full length pieces only. Butt tight to
vertical surFaces. Where splicing cannot be avoided, butt ends tight, flush, and accurately aligned.
F. Cleanu :
p
1. Remove threads with sharp scissors. Remove spots with manufacturer's recommended spot remover.
2. Thoroughly power vacuum entire surface using equipment with motor driven bnashes.
097733 REINFORCED PLASTIC PANEL WALL COVERINGS
A. Summary: Fiberglass reinforced polyester panel (FRP) watl covering.
B. Submittals: Product data, including adhesives and sealants.
C. Panel System Components:
1. Panel Material:Marlite (as noted in drawings).
a. Panel T e: As scheduled in the Finish Le end.
Yp 9
b. Thickness: 3/32 inch.
c. Size: 48 inches x length required for conditions indicated.
d. Fire Ratin : Mawmum 25/450 flame s read / smoke
develo ed in accordance with 8
9 P
p
ASTM E 4.
2. Moldin s: Manufacturer's standard V co
P C ca mer and division moldin s• colo
r to match anels. Omit bottom
9 P� , 9 , P
trim where panel abuts flash coved base.
3. Panel and Molding Installation Adhesive: As recommended by the FRP panel manufacturer.
4. Sealant: Flexible waterproof silicone sealant for bedding panel edges; white color.
D. I nstallation
1. Cutting and Fitting
a. Cut panels accurately to size with proper allowance for expansion and moldings.
b. Sand or file all edges smooth without chipping.
c. Cut openings for penetrations in accurate location with approximate 1/8-inch clearance around penetrations.
2. Establish centerline of each distinct flat area to be covered. Trim division moldings to mate with base moldings;
install in solid bed of adhesive, either on centerline, or offset 24 inches from center, as necessary to maximize
panel widths at comers. Motding shall be installed straight and plumb.
3. Cut top cap and division or comer moldings to shape, with edges trimmed to fit to adjacent moldings.
4. Apply sealant into installed moldings in sequence with pane{ installation.
5. Apply adhesive to backs of panels in accordance with the manufacturer's recommendations.
6. Maintain lines and levels of panel edges and moldings.
7. Install panels tight to flash-coved base trim.
8. Allow 1/8-inch gap between top cap, comer, or division molding posts, and panel edge; all edges shall be firmly
bedded to the moldings in sealant.
9. Promptly remove sealant squeeze out with a damp cloth, as wosic progresses; remove adhesive with appropriate
solvent.
10. Install sealant behind flanges and at penetrations through paneling, and between top cap of panel and substrate.
11. Cleaning: Remove excess adhesive from face of laminate using solvent recommended b manufacturer.
099000 PAINTING AND COATING
A. Summary: Site applied paint coatings, except as otherwise noted.
B. Quality Assurance:
1. Applicator: Company specializing in commercial painting and finishing with a minimum of three years documented
experience.
2. Visual Standards: Each distinct area of fhe finished work shall be free of variations in color and sheen, orange peel,
runs, sags, blistering, checking, cracking, scratches, dust, dirt, bugs, and other contaminants.
C. Site Conditions:
1. Temperature:
a. Do no painting work when surface and air temperatures are below 40 degrees F or below those temperatures
recommended by the manufacturer for the material type used.
b. Minimum temperatures for latex finishes: 45 degrees F for interior wo�ic and 50 degrees F. for exterior work, unless
approved otherwise.
2. Lighting: Maintain a lighting level of minimum 50 foot-candles on the surFaces to be painted or finished.
3. Ventilation: Provide ade uate continuous ' f
q ventila ion.
D. Maintenance:
1. Furnish overage of paint materials equal to 10 percent minimum of quantity of each paint and transparent finish
system component, color and sheen required for the work, but furnish not more than five full one gallon cans, nor
less than two full one quart cans, oi each rype. Overruns in excess of five gallons may be fumished to the Owner at
the Contractors option. Overage shall be taken from the batch mix furnished for the work. Overage shall be
furnished in completely filled, properly labeled, sealed cans.
E. Materials:
1. General Requirements: Paints not specifically listed shall be "first quality" commercial products from one of the
following:
a. Benjamin Moore Paint Company.
b. Pittsburgh Paints. (Available nationally)
c. The Sherwin-Williams Company.
2. Acrylic Wall Size: One of the following:
a. ICI Devoe "Wonderprime" DR51701 vapor barrier primer/sealer.
b. ICI Dulux "Ultra-Hide" 1060 vapor barrier primer/sealer.
c. Sherwin-Williams "Harmony Primer 0 VOC" 611 W900 .
d. Benjamin Moore Paint Company "Moore's Wall-Grip 203."
e. Parker Paint Mfg. Co., Inc. "Perm Gard" Interior Latex Vapor Barrier.
f. Zinsser Co, Inc. (Somerset NJ; (732) 469-8100) "Shieldz Universal Pre-Wall Covering Primer' ; acrylic
primer/sealer
F. Surtace Preparation:
1. Prepare surfaces by removing all dirt, dust, grease, oil, moisture, and other contaminants which will impair the
proper adhesion of the finish.
2. Ferrous Metal Shop Primed under other Sections: Clean previously primed surfaces with non-petroleum based
solvent to remove oil and grease. Remove loose rust, blistered and peeling paint to bare metal by scraping,
sanding, and wire brushing in accordance with SSPC-SP2 and SSPC-SP3. immediately apply touch up prime
damaged or abraded surfaces. Lightly sand all shop prime painted surfaces to receive paint finish.
3. Galvanized Ferrous Metal: Clean with non-petroleum based in accordance with 5SPC-SP1; abrade surface with
3M "Scotchbrite Heavy Duty" (brown) pad, as necessary to achieve sufficient profile for paint adhesion.
4. Unprimed Ferrous Metal:
a. Solvent clean in accordance with SSPC SP-1.
b. Commercial blast per SSPC SP6.
5. Wood - Opaque paint finish:
a. Spoi coat knots, pitch streaks, and sappy sections with sealer.
b. Fill all nail holes and cracks. Sand filler smooth and level with wood surface.
6. Concrete and Concrete Masonry Units: Remove all contaminants by washing and wire brushing. Sandblast if
necessary.
7. Gypsum Plaster and Wall Board: Remove all light dust and dirt.
8. Existing Finished Surtaces To Be Repainted:
a. Remove loose, blistered, scaled, or crazed finishes to bare substrate; feather new work into existing work. Prepare
surtaces to the nearest break line if necessary to blend new finishes with old finishes.
b. Wash and rinse surFaces with trisodium phosphate and water or other solution required to remove remaining film,
wax, oil, grease, smoke or foreign matter which will impair bond, or cause bleed through, of newly applied finishes.
c. Lightly sand, or apply a liquid deglosser on existing semi-gloss and high-gloss finishes before refinishing.
G. Special Application Requirements:
1. Unless specified or indicated otherwise, follow paint manufacturer's label directions for general application
procedures and coverage rates.
2. Do not apply finishes on surfaces that are not sufficiently dry. Make sure each coat of finish is dry and hard before
a following coat is applied unless the manufacturer's directions state otherwise.
3. Tint filler to match stain when clear finishes are speafied; work filler well into grain and, before it has set, working
perpendicularly to the grain, wipe the excess from the surface.
4. Opaque Finishes:
a. Apply numberof coats scheduled for each application, except that additional finish coats shall be applied as
necessary for complete hiding of substrate colors.
b. Apply primer coats un-tinted. Where more than one coat of paint is required, tint each succeeding coat up to the
final coat similar in tint, but slightly lighter in value (shade).
c. Sand lightly between coats if necessary to achieve required finish; sand between all coats applied to wood
substrates.
7 1 8 1 9
10 � 11 � 12
5. Rollers for application and backrolling of latex paints shall have a nap of 3/8 inch or less.
6. Where �oller texture is scheduled for application to gypsum board surtaces, finish coats may be roller applied, or
spray apptied and backrolied at Contractor's option.
7. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary to for patching
damage to factory prime coating.
8. Except where scheduled or indicated otherwise, the intent is to paint all new rooms and areas.
9. E�asting areas which have not been remodeled or do not have patched surtaces are not to be repainted. Where
existing surtaces have been remodeled or patched the entire room is to be repainted, including the associated
access panels, electrical panets, hollow metal doors and frames (both sides), and similar elements within the room.
H. Interior Systems:
1. Gypsum Board - Latex System:
a. System: Three coats - first coat late� primer sealer (un-tinted), second and third coat latex paint.
b. Sheen: Roller te�ure, satin sheen, except provide flat sheen at light coves, ceilings, skylight areas, clerestory
areas, interior fascias, and other light sensitive surfaces. Verify locations of each sheen with Architect before
proceeding with work.
c. Application:
c.1. Use on all exposed gypsum board surtaces, including the exposed portions of wall surFaces between adjacent
wall-mounted fixtures.
c.2. Provide prime coat only behind permanently mounted mechanically wall mounted flxtures.
c.3. Do not apply primer or paint coatings to surfaces to receive adhesively mounted mirrors or tile.
2. Gypsum Board - Surtaces to Receive Wall covering: Apply one coat of acrylic walf size.
I. Color Schedule; Provide paint colors to match those indicated on the drawings. Where a paint color is listed from a
specific manufacturer, paint products from other approved manufacturers may be used, provided the color exactly
matches the specified color, and the paint system meets the specified requirements. Where no paint color is indicated,
provide color and sheen as selected by the Architect.
1. Install sealant behind flanges and at penetrations through paneling, and between top cap of panel and substrate.
2. Cleaning: Remove excess adhesive from face of laminate using solvent recommended by manufacturer.
DIVISION 10 - SPECIALTIES
101402 REST ROOM SIGNAGE
A. Summary:
1. Code-required interior signage.
2. Installation of signage.
B. System Description:
1. Accessibility Signage: Provide acrylic plastic reverse silk screened signs with intemational symbol of accessibility,
raised letters, and Braille, at accessible toilet facilities; one for �ach sex.
C. Quality Assurance:
1. Re ulato Re i
g ry qu rements: Signage shall conform to the requirements of the jurisdictional coc�e authorities.
D. Materials:
1. Plastic Sheet: 1/8 inch thick acrylic sheet; low gloss finish.
2. Double Stick Tape: 3M "Scotch brand #665" double-stick, double-coated tape, 1/4" wide.
104416 FIRE EXTINGUISHERS AND CABINE7S
A. Submittals: Product literature, including extinguisher dimensions.
B. Extin uishers• -
g . Multi Purpose Dry Chemical Type: Heavy Duty DOT Steel tank; UL rating 2A-10B;C, 5 Ib capacity, FM
approved; red enamel finish; pressure gage; metal valves and siphon tubes.
C. Fire Extinguisher Cabinets:
1. Type (one of the following): Potter-Roemer, Inc. #7023-DV-VB-RR or #7023-DV VB-RR-FRC at rated construction,
Larsen's Manufacturing Company #2409-R3 or #FS-2409-R3 at rated construction, J.L Industries #1817V17 or
#1817V17 FIRE-FX at rated construction.
2. Style: Semi-recessed (approximately 2-1/2" projection; rolled edge); steel frame and door with contemporary 2 inch
wide double strength glass insert.
3. Finish: Ma u
n facturer's standar ba ' e
d ked whit enamel interior; fumish to Section 099000 for field painting.
4. Lettering: Black lettering in vertical fotmat.
D. Fire E�inguisher Brackets: Manufacturer's standard J-type. Provide at fire extinguisher locations where no cabinet is
indicated. �
E. Installation:
1. Install brack
ets 48 inches from finished floor to top of bracket.
2. Secure rigidly in place in accordance with manufacturer's instructions.
3. Install cabinets plumb and level in wall openings in locations as indicated. Unless otherwise indicated, install 30
inches from finished floor to inside bottom of cabinet.
4. When �ecessed cabinets are installed in fire rated walls, maintain fire resistance rating continuously behind the
cabinet.
5. Install in locations as indicated on the drawings.
DIVISION 12 - FURNISHINGS
0124813 -ENTRANCE FLOOR MATS AND FRAMES
A. Related Documents
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01
Specification 5ections, apply to this Section.
B. Products
1. Regulatory Requirements: Comply with applicable provisions in [the U.S. Architectural & Transportation Barriers
Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities] and [ICC A117.1 ]
2. Resilient Entrance Mat: Retain "Manufacturers" Paragraph and list of manufacturers below to require products from
manufacturers listed or a comparable product from other manufacturers.
3. Manufacturers:
3.1. Legacy Nop by Mats Inc., PO Box 839, 37 Shuman Avenue, Stoughton, MA, 02072; telephone
_ 800-MATS-INC (800-628-7462) or 781-344-1536; fax 781-344-1537; www.matsinc.com.
3.2. For Vestibules or where lower profile is required: Supreme Nop by Mats Inc.
C. Execution
1. Examine substrates and conditions where floor mats will be installed. Do not proceed with installation until
unsatisfactory conditior�s are corrected. Sub floor shall be clean and dry, and within acceptable toferances.
2. Installation
2.1. Install recessed mat frames to comply with manufacturer's written instn�ctions. Set mat tops at height
recommended by manufacturer for most effective cleaning action; coordinate tops of mat surfaces with
bottoms of doors that swing across mats to provide clearance beiween door and mat.
2.2. Install necessary shims, spacers, and anchorages for proper location, and secure attachment of frames.
3. Install grout and fill around frames and, if required to set mat tops at proper elevations, in recesses under mats.
Finish grout and fill smooth and level.
D. Protection
1. After completing frame installation and concrete work, provide temporary filler of plywood or fiberboard in recesses
and cover frames with plywood protective flooring. Maintain protection until construction traffic has ended and
Project is near Substantial Completion.
SECTION 16000 - ELECTRICAL
A. MEP / Sprinkler Notes
1. Provide the necessary fire sprinkler systems and fire alarm systems to give complete protection as required by
code.
2. All fire sprinkler work shall be perFormed by a base building approved contractor. Sprinkler heads in Gypsum Board
and mall fronts shall be concealed head type. Semi-recessed or concealed type may be used in lay-in ceilings
visible to customers. Surface mounted heads are acceptable in the Back Area.
3. Fire sprinkler design shall be performed by a state licensed designer.
4. Paint all diffusers and grills to match adjacent surfaces.
5. Battery packs for emergency lights shall be remote or recessed.
6. If ceiling access panels are required, paint to match adjacent surface.
SECTION 16720 - FIRE ALARM SYSTEM
A. General
1. Conditions of the Contract
i. A fire alarm system shall be provided where required by local codes and/or as required by the AHJ.
j. Provide complete system design and submittal including product data and shop drawings and submit to Owner for
approval. Upon Owner approval, submit to the AHJ for approval and permit. Coordinate all inspections and perform
system testing per the AHJ requirements.
END
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COPYRIGHT NOTICE:
These drawinga and specifications are copyrighted and subJect to
copyright protection as an "architectural work' under sec. 102 of the
copyright act, 17 U.S.C. As amended January 2003. The protection
includes witho li '
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composltlon of spaces, and elements of the design. Under such
protedion, unauthorized use of these drawings and specifications
may result In cessation oi constructlon, buflding seizure, and/or
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SWITCHING
SB SWITCH BANK
� SWITCH
� DIMMER SWITCH
OC OCCUPANCY SENSOR - CEILING MOUNTED
�$ OCCUPANCY SENSOR - WALL MOUNTED
pC PHOTOCELL - CEILING MOUNI'ED
�c LCP - LIGHTING CONTROL PANEL
INVER MINI-INVERTER
rvss TRANSIENT VOLTAGE SURGE SUPPRES50R
SECURITY / COMMUNICATION
� ROUGH-IN FOR ADT KEY PAD @ 48"A.F.F.
O THERMOSTAT
7AGS
� DETAIL DESIGNATION:
AA - DETAIL NUMBER
BB BB - SHEE7 NUMBER
O SHEET NOTE
SECTION QESIGNATION:
qq AA - DETAIL NUMBER
BB BB - SHEET NUMBER
� 3 �
POWER DISTRIBUTION DEVICES
PANELBOARD SURFACE MOUNTED MAXIMUM
72" TO TOP OF OVERCURRENT PROTECTION
� TRANSFORMER
� DISCONNECT SWITCH
O METER
� DUPLEX RECEPTACLE - 20A
18" AFF UNO
� QUADPLEX RECEPTACLE - 20A
18" AFF UNO
�GR RECEPTACLE
WtTH GROUND FAULT INTERRUPTER
WEATHERPROOF RECEPTACLE
�wP 18" AFF UNO
� SHOW WINDOW RECEPTACLE
O JUNCTION BOX
DATA / COMMUNiCATION
TELEPHONE / DATA - RJ45 JACK W/ CAT5e
�� WIRES. CONDUIT WITH PULLWIRE TO ABOVE
ACCESSIBLE CEILING, CABLE IS BY OWNER.
�� OVERHEAD AP CABLING
F1 SYMBOLS LEGEND
NO7E: NOT ALL SYMBOLS LISTED ABOVE ARE SHOWN ON PLANS.
A1
4 ' 5
GENERAL WiR1NG
r, HOMERUN - CONDUIT SYSTEM TO PANEL
AS NOTED ON DRAWINGS
_ _ CONDUIT SYSTEM UNbER FLOOR
I CONDUIT UP
o-- -
TELEPHONE TERMINAL BOARD
SEE DETAIL ON SHEET E4
8 � � � JUNCTION BOX
� RECESSED FLOOR BOX
ABREVIATIONS
BOH BACK OF HOUSE
CB CIRCUIT BREAKER
DL DAYLIGHT
EC ELECTRICAL CONTRACTOR
EM EMERGENCY
GC GENERAL CONTRACTOR
IG ISOLATED GROUND
JB JUNCTION BOX {J-BOX)
JHA JURISDICTION HAVING AUTHORI7Y
LL LANDLORD
MLO MAIN LUG ONLY
MCB IVIAIN CIRCUIT BREAKER
OR ORANGE
SW SHOW WINDOW
7GC TENANT GENERAL CONTRACTOR
WH WHITE
A. FIELD VERIFY AL� CONDITIONS.
B. DESIGN DRAWINGS ARE SCHEMATIC. ONCE ONSITE GENERAL CONTRACTOR IS TO INSPECT FJ(ISTING FIELD CONDITIONS. RFI SHALL BE SUBMITTED FOR ALL
LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING C�NDITIONS. .
C. THE CONTRACTOR SHALL CONTACi THE ARCHITECT, ENGINEER OR OWNER ONCE ONSITE FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF WORK.
D. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR
ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL
ALERT ARCWITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT.
E. RFI SHALL BE SUBMITTED FOR ANY UNFORESEEN CONDITIONS THAT MAY EFFECT TME CONTRACTOR'S SCOPE OF WORK. MINOR VARIATIONS REQUIRED
FOR ACCOMPLISHING THE INTENT OF THIS DESIGN SWALL BE INCLUDED IIV THE RFI.
F. PROVIDE ALL REQUIRED PERMITS. CONTRACTOR'S INSTALlAT10N SHALL CONFORM TO ALL LOCAL CODE REQUIREMEN7S.
G. VERIFY EXACT PLACEMENT OF ALL DEVICES SHOWN ON THE DOCUMENTS WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS PRIOR TO FINAL
PLACEMENT.
H. BECOME FAMILIAR WITH REQUIRED DEMOLITION WORK PRIOR TO BIDDING AND S7ART OF WORK. CONTRAC70R SHAL� BE RESPONSIBLE TO PROVIDE ALL
DEMOLITION AS REQUIRED FOR INSTALtATION OF NEW WORK.
I. COORDINATE INSTALLATfON OF ELECTRICAL WORK ABOVE THE CEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE FOR INSTALLATION OF
PLUMBING AND MECHANICAL. CONDUIT RUNS SHALL BE RUN THROUGH l'RUSSES WMERE POSSIBLE.
J. COORDINATE EXACT LOCA710N OF DEVICES SERVING CASEWORK WITW FIXTURE CONTRACTOR.
K. COORDINATE ALL LC�W VOLTAGE CONDUIT AND ROUGH-IN REQUlREMENTS WITH LOW VOLTAGE CONTRACTORS.
L. SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, TRANSFORMERS AND CONTACTORS SHALL BE "LISTED" AND "IDENTIFIED" AS RA7ED FOR A
MINIMUM OF 75°C CONDUCTOR TERMINATION.
M. INCLUDE A COPPER EQUIPMENT GROUND CONDUCTOR IN ALL RACEWAYS. SIZE RACEWAYS AS NECESSARY TO COMPLY WITH NEC.
N. ALL EMPTY CONDUITS SHALL BE PROVIDEb WITH A PULL WIRE.
O. ALL 20A BRANCH CIRCUIT5 BETWEEN 100' AND 150' IN LENGTH, #10 AWG C�PPER WIRE SHALL BE USED. FOR ALL 20A BRANCH CIRCUITS OVER 150' IN
LENGTH, #8 AWG COPPER WIRE SHALL BE USED.
P. ALL 20A BRANCH CIRCUITS LESS THAN 100' IN LENGTH, SHALL BE #12 COPPER CONDUCTORS, #12 GND., 3/4" UNLESS IVOTED OTHERWISE. TYPE MC CABLE
MAY BE USED FOR BRANCH CIRCUITS ABOVE CEILINGS AND FOR FINAI FIXTURE CONNECTIONS. DO NOT USE TYPE MC EXPOSED UNLESS APPROVED BY
LOCAL INSPECTOR AND JHA. ELECTRICAL CONTRACTOR TO VERIFY.
Q. CIRCUITINC INDICATED ON PLAN IS DIAGRAMMA7IC FOR CLARITY. CIRCUITING SHALI. BE'THRU-WIRING" WHERE/WHEN POSSIBLE. MULTi-CONNECTIONS TO
A SINGLE LIGHT FIXTURE FOR FIELD CONDITIONS OR VOLTAGE DROP FACTORS MAY BE REQUIRED (FIXTURES SHALL BE MANUFACTURED TO
ACCOMMODA7E "THRU-WIRING"), AND RELATED COSTS SHALL BE INCLUDED IN BlD.
R. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM.
S. WHERE DRYWALL CEILfNGS ARE USED, CONTRACTOR SHALL ARRANGE CIRCUITING SO TNAT JUNCTION/BOXES ACCESS PANELS ARE NOT INS7ALLED IN
THE5E DRYWALL CEILING AREAS. (THE USE OF JUNCTION BOXES IN THESE DRYWALL CEILINGS IS NOT PERMI7TED, ARRANGE CIRCUITS TO AVOID 7HIS
SITUATION). FIELD COORDINATE WI7H TENANT'S CONSTRUCTION MANAGER PRIOR 70 ROUGH-IN TO AVOID CONFLICTS. JUNC710N BOXES MAY BE PLACED
ABOVE LAY-IN CEILINGS.
T. FIELD VERlFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR, PRIOR TO ORDERING
RELATED ELECTRICAL EQUIPMENT.
U. PLACEMENT OF AL� RECEPTACLES SHALL BE INTENTlONAL (I.E. CENTERED ON COtUMNS OR WALL FEATURES, OR TIGHT TO CORNER). 1F RECEPTACLE IS
NOT SHOWN IN A DESIRABLE LOCATION, FIELD VERlFY EXACT PLACEMENT OF RECEPTACLE WITH 7ENANT'S CONSTRUCTI�N MANAGER PRIOR TO
ROUGH-IN.
V. PROVIDE ALL NECESSARY COMPONENTS TO MAKE A COMPLETE WORKlNG SYSTEM. VERIFY ROW LENGTHS, FEED POINT AND MOUNTING REQUIREMENTS
PRIOR TO ORDERING.
W. TAKE ADEQUATE CARE TO CORRECTLY LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J-BOXES, TRACK, ETC. PRECISE LOCATIONS OF FLOOR
OUTLETS AND J-BOXES IS VERY IMPORTANT.
X. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITi'ED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE
ELECTRICAL EQUIPMENT. NEC 110.26(�.
Y. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. NEC 240.60B.
Z. PROVIDE LOCK-ON DEVICE FOR CIRGUITS SUPPLYING EMERGENCY UNIT EQUIPMENT. NEC 700.12(e).
AA. ATTAIN EXISTING BUILDING LOAD INFORMATION AND VERIFY AMPACITY AND DEMAND FOR BUIlDING TO ENSURE THAT ALL LOADS (EXISTING AND NEW) DO
NOT EXCEED THE AMPACITY OF THE SERVICE FEEDER(S) OR RATING OF THE SERVICE, PER NEC 220.35.
AB. ALL DEDICATED RECEP7ACLES SNALL BE RATED TO NOT LESS THAN THE RATING OF THE BRANCH CIRCUIT SERVING THE RECEPTACLE.
AC. SUPPORT VERTICAL CABLE RUNS PER NEC 300.19.
1
G�NERAL ELECTRICAL NOTES
3
4
5
6 I 7 1 8
1.0 SCOPE
1.1 THE COMPLETE INSTALLATION SHALL BE �IADE IN STRICT ACCORDANCE WITH UWE LANDLORD'S
REQUIREMENTS. CONSULT LANDLORD'S DESIGN CRITERIA,
1.2 THE DRAWINGS AND THE SPECIFICATIONS SHALL BE CONSIDERED ADDITIONAL TO ARCHITECT ANp
MECHANICAL ENGINEER'S SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTIOIV SHALL BE BROUGHT
TO THE A7TEN710N OF THE ENGINEER.
1.3 ARCHITECT'S GENERAL REQUIREMENTS ARE PART OF THIS CONTRACT. AND TF�EY SHAI.L BE APPLIED BY
THE GENERAL CON7RACTOR AND SUBCONTRACTORS (ELECTRICAL,ETC..).
1.4 ONCE ONS{TE GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WfTH ANY COND{TIONS THAT MAY AFFECT
HIS WORK IN ANY MANNER PRIOR TO START OF CONSTRUCTION. (MEASUREMENTS - PARTICULAR CONDITIONS,
ETC...) GENERAL CONTRACiOR SHALL NOTIFYTENANT REPRESENTATIVE AND ARCI�ITECt OF ANY SUCH
CONDITIONS PRIOR TC} COMMENCEMENT OF WORK.
1.5 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CNECKING AND ADJUSTMENTS TO COMPLY WITH THE
INTEN7 OF SPECIFICATIONS.
1.6 7HE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACI-i SUBCONTRACTOR SHALL
VERiFY 7HESE LOCATIONS BEFORE INSTALLATION.
1 J GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSf�RY PERMITS AND
CERTIFICATES, AL� DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REC�UIRED BY ALL AUTHORiTIES
HAVING JURISDICTION.
1.8 EACH SUBCONTf2ACTOR 5HALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NOT SHOWN ON
DRAWINGS OR CALLED FOR IN THIS SPECIFICATION.
1.9 THE ELECTRICAL TRADE SHALL PROVIDE ALL LABOR AND MATERIALS NECESSp�RY FOR A COMPLE7E AND
OPERATING ELECTRICAI SYSTEM AS INDICATED ON 7HE DRAWINGS. THE TRADE SFiALL ALSO PROVIDE ANY ITEMS
AND/OR LABOR 7HAT ARE OBVIOU5LY NECESSARY OR REASONABLY IMPLIED TO COMPLET� ALL WORK.
1.10 ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH CURRENT EDITIOPdS AND i�MElJDMENTS OF THE
NATIONAL ELECTRICAL CODE (NEC), NFPA AND ALL LOCAL CODES ADOPTED BY 7HE� LOCAL JURISDICTION HAVING
AUTHORITY.
1.11 ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT TH'E END OF EVERY WORKDAY. AT
THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED ANID
THE JOB SITE SHALL BE LEFT IN A CLEAN CONDITION..
2.0 GUARANTEE
2.1 EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK AND INSTALLATION REI;ARDING HIS CONTRACT. THE
ELECTRICAL CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS OWN EXPENSE, ALL. DEFECTS AND THIS DURING A
TWELVE MONTHS PERIOD, STARTING AT THE PROVISIONAL ACCEPTANCE BY THE TI=NANT. AS LONG AS THE
DEFECTS IS NOT DUE TO A BAD USE OR NORMAL WEAR.
3.0 TAXES
3.1 EACH SUBCONTRACTOR SHALL PAY ALL APPLICABLE TAXES, FOR LABUR AND IVIATERIAL INCLUDED IN HIS
TENDER
4.0 TEMPORARY SERVICES
4.1 ALL TEMPORARY LIGHTING (MIN. 200LUX WITH MH HALIDE FIXTURE) AND POWER DURIfVG CONSTRUCTION
SHALL BE BY GENERAL C�NTRACTOR AFTER AGREEMENT WITH ELECTRICAL CONTRACTOR AND SHALL BE TAKEN
FROM EXISTING PANEL SERVING THE SPACE, SUPPLY VOLTAGE AND AMPS AS REQUIRE�.
5.0 SHOP DRAWINGS
5.1 PRIOR TO ORDERlNG OR INSTALLING ANY EQUIPMENT SUBMIT TO ENGINEER FOR APPROVAL A MINIMUM OF
TWO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT tF REQUESTED BY ENGINEER.
6.0 ALTERNA7E EQUIPMENT
fi.1 PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MA7ERIAL.
6.2 PROPOSAL FOR ALTERNATE TO SPECIFICATION SHALL INCLUDE MANUFACTURER fVAME, MODEL AND COST
MODIFICATION.
6.3 COST OF ANY C I ER RA I
HANGE REQU RED TO OTH T DES WORK DUE TO SUBSTITI.TION OF ALTERNATE
EQUIPMENT, SHALL BE INCLUDED !N THE SUBCONTRACTOR'S PROPOSAL CALIING 1=0R THIS SUBSTITUTION. EVEN IF
7HESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION.
6.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRAC.TS ARE AWARDED. NO CHANGES
WILL SE ALLOWED AFTER THE CONTRACT IS SIGNED.
7.0 IDENTIFICATION
7.1 ALL ELECTRICAL EQUIPMENT (SWITCHES, PANELS, ClRCUfTS ETC..) MUST BE PI4aPERLY IDENTIFIED WITH
LAMICOID NAME PLATES SCREWED ON PANELS AND HAVE A TYPED DIRECTORY ANib INDICATE LOAD ON
EACH CIRCUIT.
8.0 GROUND
8.1 THE GROUND SHALL BE CONTINUOUS AND SHALL BE CONFORM TO NATIONAL (�LECTRICAL CODE.
9.0 PULLING AND JUNCTION BOXES
9.1 TRADE WILL PRaVIDE PULLING AND JUNCTION BOXES WITN SCREWED PLATED COLOR MATCHED FOR WALL
AND CEILING FINISHES.
9.2 ALL BOXES SHALL BE ACCESSIBLE.
9.3 BACK TO BACK BOXES WILL NOT BE ACCEPTED.
9.4 PULL BOXES SHALL BE LOCATED EVERY 1D0 FEET (30m) AND EVERY TWO 90 DE:G. ELBOW.
9.5 A�L SURFACE MOUNTED BOXES FOR JUNCTION, SOCKETS, SWITCHES, FIXTURES ETC...,SHALL BE F.S. TYPE.
10.0 DRILLING
10.1 ELECTRICAL CONTRACTOR SHALL ORILL OR CHIP THE FLOOR WHERE REQUIRED. ELECTRICAL CONTRACTOR
SHALL PROVIDE AND INSTALL SLEEVES IN CONCRETE SLAB, WHERE REQUIRED.
10.2 NO ELECTRICAL OR PNEUMATIC HAMMER SHOULD BE USED.
10.3 EXISTING CONCRETE COLUMNS ARE NOT TO BE CHANNELED OR NOTCHED.
11.0 WIRING AND CONDUIT
11.1 ALL WIRING, WILL BE COPPER TYPE, No.12 AWG MINIMUM, UNLESS OTHERWISIE NOTED.
11.2 ALL SURFACE WIRING, SHALL BE THWN TYPE IN E.M.T. CONDUIT. ALL COUPLIf�GS TO BE RAIN TIGHT OR
GALVANIZED SET CREW TYPE.
11.3 ALL WIRING AND CONDUIT, WILL BE RECESSED IN WALL OR CEILING (INCLUDI��G EXISTING ARCHITECTURAL
ELEMENTS) UNLESS APPROVED BY LOCAL INSPECTOR AND JHA. ELECTRICAL CONT'RACTOR TO VERIFY.
11.4 ALL WIRING SHALL BE PARALLEL WITH ARCHITECTURAL LINE5 AND DESIGN.
11.5 FOR SUSPENDED CEILING, MC CABLE FOR 15 FEET (4.5m) IS ACCEPTED. MAIN WIRING TO BE THWN IN E.M.T.
CONDUIT.
11.6 ALL EMPTY CONDUIT SHALL INCLUDE A PULLING WIRE No.12 AWG. - MAX. 6'-0" FLEXIBLE CONDUIT MAY BE
USED FOR fIXTURE AND EQUIPMENT CONNECTIONS ONLY. PLASTIC CONDUIT IS NC►T ACCEPTED.
12.0 FIRE BARRIER
12.1 IN CASE OF CROSSING A FIRE BARRIER (FLOOR, WALL, OR CEILING) FILL GAP'WITH APPROPRIATE MATERIAL.
THIS MATERIAL SHALL BE EFFtCIENT BARRIER FOR FLAME, FUME AND GAS. SEAL AV SMOKE WALL.
12.2 THE INTERIOR WALLS ENCLOSING THE STOCKROOM SHALL BE SMOKE TIGHT SEALED TO THE ROOF DECK
508.2.2.1 OBC.
ELECTRICAL SPECIFICATIONS DIVISI��N 16000
C:
7
E:3
�i
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9
10 � 11 � 12
13.0 EXPANSION JOINT
13.1 EACH TIME ELECTRICAL CONDUIT PASS THROUGH AN EXPANSION JOINT OF THE BUILDING USE GALVANIZED
STEEL SLIDING TYPE EXPANSION JOINT WITH CONTINUOUS COPPER GROtJNDING, FLEXIBLE AT THESE LOCATIONS.
14.0 FIXTURES AND LAMPS
14.1 COMPLETE LIGHTING PACKAGE IS OWNER FURNISHED, GC INSTALLED. ELECTRICAL CONTRACTOR SHALL
INSTALL ALI. FIXTURES, LAMPS AND CON7ROLS PER MANUFACTURER SPECS AND EDSS (ENERGY DESIGN SERVICE
SYSTEMS) INSTALLATION INSTRUCTIONS.
15.0 FIELD CONDITIONS
15.1 ENGINEER CAN RELOCATE ALL EQUIPMENT (FIXTURES, OUTLETS, ETC...), AT NO COST, IF DISPLACEMENT IS
LESS THAN 10 FEET (3m), AND WRITTEN NOTICE IS SENT TO CONTRACTOR PRIOR TO INSTALIATION.
15.2 CONFER WITH ALL OTHER TRADES AND ARRANGE EQUIPMENT IN PROPER RELATION WITH OTHER
APPARATUS, DUC75, PIPES, ETC. AND WITH BUILDING CONSTRUCTION AND ARCHITECTURAL FINfSHES.
16.0 EXISTING CONDITIONS
16.1 ELECTRICAL CONTRACTOR WORK AFFECTING OTHER TENANT SHALL BE DONE OFF BUSINESS HOURS (NIGHT
OR WEEK-END). COORDINATE WITH THE LANDLORD.°
16.2 ELECTRlCAL CONTRACTOR SHALL REMOVE AND DISPOSE ANY UNUSED MATERIAL.
16.3 ANY NON REUSED MATERtAL SHALL BE GIVEN BACK IN GOOD CONDITION TO LANDLORD
16.4 ANY DAMAGED WALL, FLOOR, CEILING, FINISHES SHALL BE REPAIRED BY GENERAL CONTRACTOR THOSE
REPAIRS SHALL MATCH EXISTING FINISHES.
17.0 COMMUNICATIONS
17.1 TENANT IS IN CHARGE FOR ANY COMMUNICATIONS SYSTEMS.
17.2 ELECTRICAL CONTRACTOR SHALL PROVIDE ANO INSTALL, IF REQUIRED, TELEPHONE TERMINAL BOARD,
24"x24" PLYWOOD 3/4" THICK, AND CONDUIT AS INDICATED ON DRAWINGS.
'17.3 ALL WIRING, INCLUDING INSTALLATION AND CONNECTION TO EQUIPMENT SHALL BE PERFORMED BY A
SPECIALIZED CONTRACTOR, IN CHARGE OF THE TENANT.
18.0 FIRE ALARMS
18.1 EXISTING FIRE ALARM TO BE KEPT. TENANT'S FIRE ALARM CONTRACTOR TO RELOCATE IF REQUIRED ANY
EQUIPMENT AT NO COST.
18.2 ALL REQUIRED WORK RELATED TO LIFE SAFETY SYSTEMS SHALL BE DONE AT NO EXTRA C�ST. RETAIN THE
SYSTEM MANUFACTURER'S FORCES TO PERFORM FINAL CONNECTIONS, MODIFtCATIONS AND PROVISION OF NEW
INTERFACING DEVICES IN THE SYSTEM PANELS, ETC.
18.3 ENSURE FULL COMPATIBILITY aF ALL NEW DEVICES WITH EXISTING LIFE SAFETY SYSTEMS.
18.4 TENANT'S FIRE ALARM CONTRACTOR SHALL HAVE SYSTEM MANUFACTURER TEST AND CERTIFY LIFE SAFETY
SYSTEMS FOR PROPER OPERATION AT COMPLETION OF WORK.
19.0 COLOR CODE
1201208V 120/240V HIGH LEG 3P 4W 277/480V
PHASE A BLACK BLACK BROWN
PHASE B RED ORANGE ORAN�E
PHASE C BLUE BLUE YELLOW
NEUTRAL WHITE WHI7E GREY
GROUNO GREEN GREEN GREEN
20.0 SPECIAL NOTES
20.1 ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUtT TO EC PROVIDED SURFACE MOUNTED
J-BOXES, OWNER FURNISHED RECESSED FLOOR BOXES AND OWNER FURNISHED POKE-THRU 80XES AS INDICATED
AND PROVIDE APPROVED FLEX CONNECTION ASSEMBLY. LEAVE FI.EX CONNECTION ASSEMBLY COILED AND TAPED
AS REQ'D UNTIL FIXTURE INSTALLATION. AFTER FIXTURE INSTALLATION EC TO INSTALL POWER RECEPTACLES IN
PRE-INSTALLED BLANK BOXES tNSIDE FtXTURE, PROVIDE POWER CIRCUIT FROM PANEL TO RECEPTACLES AND
CONNECTION POWER SOURCE. EC TO PROVIDE PULL STRING FROM TELEPHONE BOARD TO ALL FIXTURE
DESIGNATIONS FOR CAT5E DATA CABLI(VG AND RJ45 JACKS BY OWNER'S VENDOR. SEE WIRING DETAILS ON SHEETS
E3.1 AND E3.2 FOR ADDITIONAL INFORMATION.
20.2 ON ALL OUTLETS LOCATED IN POS COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALL CONDUITS TO
THE FLOOR WITH APPROPRIATE CONNECTORS. GC MUST OBTAIN WRITTEN APPROVAL FROM THE LANDLORD PRIOR
TO ANY TRENCHING OR CORE DRILLING.
20.3 RECEPTACLES, OUTLETS, ETC..., LOCATED AT THE CASH COUNTERS SHALL BE ItVSTALLED IN C()MMON BOXES.
USE 1 GANG, 2 GANG, 3 GANG OR 4 GANG, ETC..., BOXES GW SEPARATIONS AS PER CODE, AS REQUIRED. BOXES
SUPPLIED, INSTALLED AND CONNECTED BY THE ELECTRiCAL CONTRACTOR.
21.0 DEMOLITION
21.1 REMOVE AND 7RANSPORT OUT OF THE CONS7RUCTION SITE ALL EQUIPMENT MADE OBSOLETE CONSECUTIVE
TO THE WORK, INCLUDING WtRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING FIXTURES, OISTRIBUTION
EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES BEING PAR7 OF THE ELECTRICAL
INSTALLA710N.
21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KERT IN THE NETWORK.
21.3 PUT BACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION CABLES WHEN THE CONTINUITY OF
THOSE SERVICES IS INTERRUPTED BY THE WORK.
22.0 SPECIFICATIONS �
REVIEVIIED FOR
22.1 DISCONNECT AS PER CUTLER-HAMMER �;ppE Cp�pL.IANCE
MODEL FUSE INSTALLATION ��P�����
HD WITH INTERIOR ��� 0 8 2016
HD WITHOUT INTERIOR
RD WITti EXTERIOR •
RD WITHOUT EXTERIOR
22.2 FUSES AS PER GOULD �f� �� ���'(�
�I�ILDING DIVISI(�N
GAGE MODEL SPARE QTY.
0-BOOA AJT 10% MINIMUM 6
22..3 SPLITTER BOXES AND TROUGHS, AS PER BEL, 14 GA STEEL WITH HINGED COVER CLOSED WITH SCREWS,
TINNED COPPER BUS BARS, COMPLETE WITH SOLDERLESS TERMINALS. BARS SUPPORTED BY ISOLATORS.
22.4 TRANSFORMERS AS PER DELTA, DT (TRIPLE PHASE).
22.5 PANELS C/W. DOORS AND LOCKS, AS PER CUTLER-HAMMER
USAGE VOLTAGE MODEL
LIGHTING 1201208V 3PH PRL-1
BREAKERS WtTH 10,000 A SYMMETRICAL INTERRUPTING
CAPACfiY, UNLESS OTHERWISE NOTED.
22.fi OUTLETS AS PER LEVITON, MODEL NO. 5262, COLOR BY ARCHITECT.
22.7 SWITCH 7YPE MODEL
UNIPOLAR � 5401I001
BIPOLAR 54502/001
7HREE WAY 54503/001
FOUR WAY 54504/001
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SUITE 201 �
TEMPE, AZ 85281
480.626.6304 � www.bigredrooster.com
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11881 N. 113TH WAY
SCOTTSDAL.E, AZ 85259
(PH) 480.614.3385 � (F) 480.614.0209
davidaudkow@cox.net
COPYRIGHT NOTICE:
These drawings and spedficatlons are copyrighted and suhject to
copyright protection as an "architectural work" under sec. 102 of the
copyright act, 17 U.S.C. As amended January 2003. The protection
inciudes, without Iimitation, the overall torm, aRangement and
composition of spaces, and elements of the destgn. Under such
protection, unauthorized use of these drawings and speaflcadons
may resutt in cessation of constructan, building seiwre, andlor
monetary liability.
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� 0 UI 0 � U � U� U'�
Q � Q �
� DUPLEX RJ45 JACK
X2 Wl 2 CAT5e WIRES
� QUADPLEX RJ45 JACK
X4 W/ 4 CAT5e WIRES
OOVERHEAD AP CABLING
AP
B5 I WIRIN� SYMBOLS
A. VERIFY POSSIBLE RE-USE OF EXISTING SALES AREA CIRCUITS
WHERE POSSlBLE & REBALANCE PANEL AS REQUIRED.
B. A�L WORK SHALL COMPLY WITH THE CURRENTLY ADOPTED
CODES, ORDINANCES, ANO AMENDMENTS.
C. AlL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING
LAB (i.e. U.L., ETC.j
D. PROVIDE PLENUM RATED WIRING WHERE REQUIRED.
COMPLY WITH NEC 300.22.
E. PROPERLY GROUND RECEPTACLES, BOXES AND COVER
PLATES INS7ALLED
F. IN FIXTURES PER NEC 250.146 AND 406.
G. NO BX, AC OR ROMEX TYPE WIRING ALLOWED. �
H. ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS
OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION.
A5 GENERAL NOTES
NOT ALL USED AT THIS LOCATION
5 6
7
1O SHOW WINDOW RECEPTACI_E(S�. LOCATE 18" FROM TOP OF WINDOW (NEC 210.62), ONLY IF
NOT EXISTING.
O PROVIDE OVERHEAD AP CABLING ABOVE CEILING 3'-0" MIN.
�3 LED BACK LIGHTING OUTLE'� MOUNTED AT 68-1/4" A.F.F. PROVIDE LOCK ON DEVICE ON
BREAKER AT ELECTRIC PANEL.
O4 GEARBOX (GB): FOR FIXTUR;ES MOUN7ED ON DRYWALL ELEC7RICAL CONTRACTOR TO
PROVIDE AND IN57ALL PERIMETER MOUNTS (MODEL # GB-INWAVP IN WALL AV CABLE AND
POWER GEAR BOX.)
O5 PROVIDE CIRCUIT(S) AND LOW VOLTAGE WIRING AS REQ'D TO J-BOX ABOVE CEILING FOR
TRENCH TO FLOOR FIXTURE:S.
O SAW CUT (TRENCH) TO SURFACE MOUNTED J-BOXES AND CONDUIT STUB-UP LOCATIONS
UNDER CP_1 FIXTURE.
+ CONDUIT SCHEDULE:
CP_1: (1) 3/4" DEDICA7'ED POWER, (1) 3/4" GENERAL POWER &(2) 1-1/4" DATA
CP_1 + CP ADA: (1) 3/�" DEDICA7ED POWER, (1) 3/4" GENERAL POWER &(3)1-1/4" DATA
CP_1 + CP_1: (1) 3/4" aEDICATED POWER, (1) 3/4" GENERAL POWER &(3)1-1/4" DATA
CP_1 + CP_1 + CP AD�►: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER &
(4) 1-1/4" DATA
• ELECTRICAL CONTRAC'fOR TO PROVIDE: SURFACE MOUNTED J-BOXES AND ALL
CONDUIT. PROVIDE PO�NER FROM PANEL TO FLOOR MOUNTED J-BOXES. LEAVE FLEX
CONNECiION ASSEMBL.Y COI�ED AND TAPED AS REQ'D UNTIL FIXTURE INSTALLATION.
ELECTRICAL CONTRAC'fOR TO ItJSTALL POWER RECEPTACLES IN PRE-INSTALLED SLANK
BOXES AND PROVIDE APPROVED FLEX CONNECTION ASSEMBLY TO POWER SOURCE
AFTER FIXTURE INSTAL.LATION. PROVIDE PULL STRING(S) FROM TEIEPHONE BOARD TO
SURFACE MOUNTED J-E30XES FOR CAT5E DATA CABLING AND RJ45 JACKS BY OWNER'S
VENDOR.
• OWNER'S VENDOR TO F'R�VIDE: CATSE DATA CABLlNG, RJ45 JACKS AND PLASTIC
GRUMMET TO FIT 3/4" ICNOCK OUTS IN PRE-INSTAL.LED BLAIdK DUPLEX BOX BY FIXTURE
MANUFACTURER AS REQ'D. ROlJTE CABLING THROUGH CASEWORK AND MAKE
CONNECTIONS TO RJ4� JACKS, TYP.
A7
SHEET NOTES (TRENCH)
C�3
0
12
REVlEUVED �4�
�ODE COiUfPI�f�NC�
APPi�C�'V��
JUL 4 8 2016
�
�i�t of iukwiila �
BUILDING DIVISION
S`s;31,wr,tit"� u .�4v,s, 3,. wdSF ,�.� , e,tudsserirlr
V a� ;
+�y � , t ,
� �
;�: �:
n
U7 SAW CU7 (TRENCH) 70 FT 4A/6A FIXTURE LEG.
SEE WIRING DETAILS ON SHEET E3.2.
• CONDUIT SCHEDULE:
FT 4A/6A: (1) 3/4" DEDICATED POWER
• ELECTRICAL CONTRACTOR TO PROVIDE: UNDERGROUND CONDUI7 TO FIXTURE LEG AND
POWER FROM PANEL TO CONDUIT AT FIXTURE LEG. LEAVE FL:EX CONNECTION
ASSEMBLY C�ILED AND TAPED AS REQ'D UNTIL FIXTURE INSTALLATION. AFTER FIXTURE
INSTALLATION PROVIDE HALF INCH TRADE SIZE FLEX CONDUIT W/ 5" BEND RADIUS TO
PRE-INSTAL�ED J-BOX IN FIXTURE. INSTALL OWNER SUPPLIED POWER STRIP AND FINAL
CONNECTION TO POWER SOURCE.
O8 SAW CUT (TRENCH) TO RECESSED FLOOR BOX UNDER DFW F FIXTURE.
SEE WIRING DETAILS ON SHEET E3.2.
• CONDUIT SCHEDULE:
DFW F: (1) 3/4" GENERAL POWER, (1) 3/4" DATA
• ELECTRICAL CONTRACTOR TO PROVIDE: CONDUIT AND POWER TO OWNER PROVIDED
RECESSED FLOOR BOX COMPLETE WITH BRASS FLANGE AND POWERIDATA COVER
PLATES. ROUTE POWER FROM PANEL TO RECESSED FLOOR BOX AND INSTALL DUPLEX
RECEPTACLE WITH FINAL CONNECTION TO POWER SOURCE. PROVIDE PULL STRING
FROM TELEPHONE BOARD TO RECESSED FLOOR BOX FOR CATSE DATA CABLING AND
RJ45 JACKS BY OWNER'S VENDOR.
• LEGRAND WIREMOLD FLOOR BOX SPECIFICATIONS:
(1) 880CS2-1 CAST IRON FLOOR BOX
(1) 827T TWO GANG BF2ASS TILE FLANGE
(1) 828SPTC BRASS DUPLEX COVER PLATE
(1) 828COMTC BRASS COMMUNICATIONS COVER PLATE
FLOOR BOX IS OWNER FURNISHED, GC INSTALLED. CONTACT EDSS
(ENERGY DESIGN SERVICE SYSTEMS) MICHAEL NORDLOH 810.227.3377
MNORDL�H@EDSSENERGY.COM
• OWNER'S VENDOR TO PROVIDE:CATSE DATA CABLING, RJ45 JACKS AND PLASTIC
GROMMET TO FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK DUPLEX BOX BY FIXTURE
MANUFACTURER AS REQ'D. ROUTE CABLING THROUGH CASEWORK AND MAKE
CONNECTI�NS TO RJ45 JACKS, 'TYP.
10
11
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S. l,. Y .s::»,rz"�.,k?ia
a JLL company -
398 S. MILL AVE
SUITE 201
TEMPE, AZ 85281
480.626.6304 � www.bigredrooster.com
A�CHITECT
Y�- � 11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
(PH) 480.614.3385 � (F) 480.614.0209
davidaudkow@cox.net
COPYRIGHT NOTICE:
These drawings and spedficaUons are copyrlghted and subJect to
copyright protectlon as an "architectural work" under sec. 102 of the
copyrk,�ht act, 17 U.S.C, As amanded January 2003. The proteclion
lncludes, wlthout Ilmitation, the overall form, arcangement and
composiUon of spaces, and elements of the design. Under such
protectron, unauthorized use of these drawings and specificatlons
may result fn cessadon of construdion, building seiwre, and/or
�netary Ilability.
���C;EIVED
�-v �r Tu�wi��
P (u'`J � � E ��.ti�
�RMIT CENTER
n
oATE' 06.14.16 SHEET:
�
._.
1 /4" =1'-0"
H� E3
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E1
1" =1'-0"
C1
1" = 1'-0"
1
2 I 3 I 4
P1 P1 f''1P'1
I I I 11 I I I
EL�CTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT
VIA TRENCH TO SURFACE MOUNTED J-BOXES: � i � t i u i
• (1) 3/4" CONDUIT FOR DEDICATED POWER i i i i i ii i
• (1) 3/4" CONDUIT FOR GENERAL POWER � � � � � �� �
• (2)1-1/4" CONDUIT FOR DATA (4 DATA + 2 FUTURE) i i i i i ii i
� PROVIDE PULL STRING FROM TELEPHONE BOARD TO J-BOX FOR - i i i i i ii i
DATA CABLING BY OWNER'S VENDOR � i � i� �� �
• (2) HUBBELL-RACO 674 HANDY BOX (2"x4", 2-1/8"D) G6 � � � � � ° �
E3.1 iii�� ii i
GS
E3.1
CP_1 (CASH POD)
PLAN VIEW
i i i�k u i 1'-3„
I 1 I II I
� t I I 1 I I I
, .... _ .. .. . _.__ � ._. . . . . . . . .... ... . i _i � .� .. ��_. i.... ._ _ ,
.......... ...... . .. . .... ..... . _ _...... _ ... .... . ,
;.. . .. . ,
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111 I II I
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I Ni . � ,
�
r' 9 �
� ;
: __ ._ . .. ;
_ . .. .. .. ... . � .... .... . .... . .. . �. .
ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT
VIA TRENCH TO SURFACE MOUNTED J-BOXES:
• (1) 3/4" CONDUIT FOR DEDICATED pOWER
• (1) 3/4" CONDUIT FOR GENERAL POWER
• (3) 1-1/4" CONDUIT FOR DATA (8 DATA + 2 FUTURE)
• PROVIDE PULL STRING FROM TELEPHONE BOARD TO FLOOR Bc
FOR DATA CABLING BY OWNER'S VENDOR
• (2) HUBBELL-RACO 674 HANDY BOX (2"x4", 2-1/8"D)
CP 1+ CP ADA (CASH POD + ADA P4D)
PLAN VIEW
1
����� �� �► �
i i i � i�u u i �,_z„
P'1 Pl P1P'lf''1
����������
ELECTRICAL CONTRACTOR TO PROVIQE UNDERGROUND CONDUIT � • � � � �� �• �
VIA TRENCH TO SURFACE MOUNTED J-BOXES: i i i i� u n i
• (1) 3/4" CONDUIT FOR DEDtCATED POWER i i i i i ii ii i
• (1) 3/4" CONDUIT FOR GENERAL POWER i i i i i ii ii i
• (3) 1-1/4" CONDUIT FOR 4ATA (8 DATA + 4 FUTURE) i i i i � n n �
• PROVIDE PULL STRING FROM 7ELEPHONE BOARD TO FLOOR BOX i i i i i ii ii i
FOR DATA CABLING BY OWNER'S VENDOR � � � � � �� �� �
• (2) HUBBELL-RACO 674 HANDY BOX (2"x4", 2-1/8"D) �6 i i i i i ii ii i
iiiii u u i
E3.1 i i i ii u u i
I I I I I�II 11 I���
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CP 1+ CP_1 (CASH POD + CASH POD)
PLAN VIEW
2
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6 1 7
G6
1" = 1'-0"
�
O�-=r-'� '
CP 1 TYPICAL SECTION
SECTION VIEW
_ .. . ... ..... ._.....__. _. �. ... .. ._... _. _... ._ ... ..... ... . ... ._...._,
�" _"" "" _' ' "' __.. .__ ._._ _ ..._. _.._ __._. _.... ._.. .....' '"" _"_ "'TI
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5
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E7
1" = 1'-0"
C7
1" = 1'-0"
G8
1" = 1'-0"
E:3
9 1 10
(�P_1 (CASH PUD)
SECTION VIEW
CP 1+ CP ADA (CA,SH POD + ADA POD)
SEC710N VIEW
OWD-1 OR HARD FLOORING, TYP.
OELECTRICAL CONTRAC70R TO PROVIDE SURFACE MOUNTED J-BOXES.
SEE PLAN VIEW FOR SIZE AND QUANTITY AT EACH FIXTURE LOCATION.
OELECTRICAL CONiRACTOR TO PROVIDE UNDERGROUND CONDUIT TO
SURFACE MOUNTED J-BOXES. LEAVE FLEX CONNECTION ASSEMBLY
, COILED AND TAPED AS REQ'D UNTIL FIXTURE INSTALLATION.
OELECTRICAL CONTRACTOR TO lNSTALL POWER RECEPTACLES IN
PRE-INSTALLED BLANK QUADPLEX BOXES INSIDE FIXTURE, PROVIDE
POWER CIRCUIT FROM PANEL TO RECEPTACLES AND PROVIDE
APPROVED FLEX CONNECTION ASSEMBLY TO PUWER SOURCE AFTER
FIXTURE INSTALLATION.
ODEDICATED POWER.
�6 GENERAL POWER.
OELECTRICAL CONTRACTOR TO PROVIDE PULL STRING FROM TELEPHONE
BOARD TO COfVDUIT STUB-UPS FOR CAT5E DATA CABLING AND RJ45
JACKS BY OWNER'S VENDOR.
OOWNER'S VENDOR TO PROVIDE CATSE DATA CABLING, RJ45 JACKS AND
PLASTIC GROMME7 70 FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK
DUPLEX BOXES INSIDE FIXTURE AS REQ'D. ROUTE CABLING THROUGH
CASEWORK AND MAKE CONNECTIONS 70 RJ45 JACKS, TYP.
O9 9-1/4"x18-7/8" ACCESS PANEL IN BASE OF FIXTURE. EC TO COORDINATE
LOCATION OF J-BOXES INSIDE THIS AREA WITH FIXZ'tJRE MANUAL.
10 TOE KICK PASS THRU FOR CONDUCTOR/DATA FEEDS.
G11 I SHEET NOTES
REVIEWED FOR
:�pC?E �C�NIPLI�NC�
A►'�i'�C)�l ��
JU�. 0 � 2016
�
�i�+ e�f Yulrcwila
�vic.�i�� �ivis�or�
CP 1+ CP_1 (CASH POD + CASH POD)
SECTION VIEW
7
8
9
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11
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a JLL company
398 S. MILL AVE
SUITE 201
TEMPE, AZ 85281
480.626.6304 � www.bigredrooster.com
, ��� � , ',� , ;:a . :, � .,
A RCHT1`ECT
11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
(PH) 480.614.3385 ( (F) 480.614.0209
davidaudkow@cox.net
COPYRIGHT NOTICE:
7hese drewings and spedflce8ons are copyrighted and subJect to
copyrlght protectlon as an "architectural work" under sec. 102 of the
copyright act, 17 U.S.C. As amended Jenuary 2003. The protection
inctudes, without limltatlon, the overalt form, anangement and
composiUon of spaoes, and elements of the deslgn. Under such
protectlon, unauthorized use of these drawings and speciflcations
may result in cessadon of construction, bullding selwre, and/or
monetary liabillly.
� � l''� 1� �W ��- �
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1 2 3 4 5 6 7 8 9 10 91 12
1O WI?-1 OR HARD FLOORING, TYP.
OELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT
TO FIXTURE LEG.
-� P1 O ELECTRICAL CONTRACTOR TO PROVIDE HALF INCH TRADE SIZE
�� FLEX CONDUIT W/ 5" BEND RADIUS TO PRE-INSTALLED J-BOX IN
ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND FIXTURE.
CONDUIT VIA TRENCH TO FIXTURE LEG WITH BEND RADIUS AND ""—"-----
i i ,;�_ =_��----"'� { `,,_
APPROVED FLEX COIVNECTION ASSEMBLY FROM CONDUIT TO _._. _...__ ___, _._. ___. ,._ ��----��� " O4 PRE-INSTALLED J-BOX BY FIXTURE MANUFACTURER FOR
i i PRE-INSTALLED J-BOX SURFACE MOUNTED INSIbE FIXTURE. JB 4 CONNECTION 70 POWER SOURCE BY ELECTRICAL CONTRACTOR
i i • (1 } 3/4" CONDUIT UNDER SLAB FOR POWER
AFTER FIXTURE INSTALLATION.
(1) APPROVED FLEX CONDUIT CONNECTION ASSEMBLY TO 5 5
i i � O ELECTRICAL CONTRACTOR TO INSTAIL OWNER SUPPLIED POWER
� �. J-BOX FOR POWER 4 STRIP AND FINAI CONNECTION TO POWER SOURCE AFTER FIXTURE
� � INSTALLATION.
tl
11
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G1 FT 6A (FEATURE TABLE) G5 FT_6A (FEATURE TABLE) G7 FT 6A (FEATURE T,ABLE) G11 FT 6A KEY NOTES
1" = 1'-0" PLAN VIEW 1" = 1'-0" SECTION VIEW 1" =1'-0" SECTION VIEW
�
� �
�� ►�
ELECTRICAL CONTRACTOR TO PROVIDE UN[)ERGROUND
w CONDUIT VIA TRENCH TO OWNER PROVIDEC) RECESSED � i ��
FLOOR BOX. � � � �
• (1) 3/4" CONDUIT UNDER SLAB FOR POWER �� ��
• (1) 3/4" CONDUIT UNDER SLAB FOR DAT�► i i i i
• PROVIDE PULL STRING FROM TELEPHOPJE BOARD TO i� j j
FLOORBOX FOR FUTURE CATSE DATA C,ABLING BY
ti
OWNER'S VENDOR i i � �
�� ti
LEGRAND WIREMOLD FLOOR BOX SPECIFICEITIONS: �
i
• (1) 880CS2-1 CAST IRON FLOOR BOX i i i i ''
i ci
• (1) 827T TWO GANG SRASS TILE FIANGE � j i� w
• (1) 828SPTC Bf2ASS DUPLEX COVER PLATE H i"•. .- t'`:' �
• (1) 828COMTC BRASS COMMUNICATION�� COVER PIATE �� �!
���� �
FLQOR BOX IS OWNER FURNISHED, GC INS7ALLED. �, '�'
;�
CONTACT EDSS (ENERGY DESiGN SERVICE ;3YSTEMS) ' �
� MICHAEL NORDLOH �' `�� ; s — -- �
810.227.3377 Ci _._..---..---.._.__..�_...---.__�___._..----._..
;� W
MNORDLOH@EDSSENERGY.COM ;;
_ EQ EQ _�
�
��v►E�° ��� �
��� Gt�lU1� �p C�
�— DIGITAL _�, ����Q�
C7 DFW F/DFM_F (DIC�ITAL FRONT WINDOW/MALL} `"ON1TOR J�� oa 201�
v 1" = 1'-0" PLAN VIEW
Cjty Of �UkWiS��
BU�LDI�IG D
1 WD-1 OR HARD FLOORING, TYP. �
O L
_ _ , . .....
2 ALUMINUM EXTRUDED FIXTURE BY OWNERS VENDOR. _.._.�......_..__..__._.......___,___.._.___.._._._..._----- _.. ._. .....
O3 ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT TO FIXTURE
LOCATION.
O ELECTRICAL CONTRACTOR TO PROVIDE P01NER TO OWNER PROVIDED RECESSED
FLOOR BOX COMPLETE WITH BRASS FLANGE= AND POWER/DATA COVER PLATES. ROUTE r
POWER FROM PANEL TO RECESSED FLOOR BOX Af�1C� INSTALI DUPLEX RECEPTACLE ��� `�
WITH FINAL CONNECTION TO POWER SOURCE. PROVIDE PULL STRING FROM ��-�1r �= �
0° � TELEPHONE BOARD TO RECESSED FLOOR E�OX FOR CAT5E DATA CABLING AND RJ45
JACKS BY OWNER'S VENDOR. 2 � ���r.� `
� �U
O5 OWNER'S VENDOR TO PROVIDE CAT5E DATp� CABLING, RJ45 JACKS AND PLASTIC j VARIES
GROMMET TO FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK DUPLEX BOX BY 6"-8" �E, M��
E�ECTRfCAL CONTRACTOR AS REQ'D. ROUTI� CABLING THROUGH CASEWORK AND `
MAKE CONNECTIONS TO RJ45 JACKS, TYP.
5
4 5�
1 4 5
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Q
3 3 3 3
A7 DFW F/DFM_F KEY NOTE � A10 DFW F/DFM_F (DIGITA DO /
1" = 1'-0" SECTION VIEW �
1 � 2 3 4 5 6 7 � 8 9 10 11 �•-�2
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a JLL company
398 S. MILL AVE
SUITE 201
TEMPE, AZ 85281
480.626.6304 � www.bigredrooster.com
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11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
{PH) 480.614.3385 � (F} 480.614.0209
davidaudkow@cox.net
COPYRIGHi NOTICE:
These drewings and speclficatlons are copyrighted and subJect to
copyright protectlon as an "architectural work' under sec. 102 of the
copyright act, 17 U.S.C. As amended January 2003. The protection
includes, wNhout limftation, the overall fam, arrangement and
composi�on of spaces, and elements of the deslgn. Under such
protectian, unauthorized use of these drawings and speaftcattons
may resuft 1n cessaUon of construction, bullding selwre, and/or
monetary liablliry.
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C1 PANEL SCHEDULES
NTS
NOTE REGARDING EXAMINATtON OF PREMISES/FIELD CONDITIONS:.
DESIGN DRAWINGS ARE SCHEMATIC. �NCE ONSITE GENERAL CONTRACTOR IS
TO INSPECT EXISTING FIElD CONDI710NS AND �FAMILIARlZE HIMSELF WITH ANY
CONDITIONS THAT MAY AFFECT WIS WORK IN ANY MANNER PRIOR TO START
OF CONSTRUCTION.
IF TWE GENERAL CONTRACTOR FINDS THAT 7HAT THERE ARE DISCREPANCIES
BETWEEN THE EXISTING CONDITIONS At�b THE INFORMATION SH�WN ON
THESE DRAWINGS, GC IS TO NOTIFY THE TENANTS REPRESENTATIVE AND
ARCHITEC7 OF THOSE DISCREPANCIES PRI�R TO COMMENCEMENT OF WORK.
RFI SHALL BE SUBMITfED FOR ALL LABOR AND MATERIALS NECESSARY FOR
FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS.
NOTE REGARbING ELECTRICAL DISTRtBl1TION SYSTEM:
THE ELECTRICAL RISER QIAGRAM iNDICATED HAS BEEN PROPERLY DESIGNED
TO ACCaMMODATE TENANT'S PUWER REQUIREMENTS AND MEETS ALL
APPUCABLE BUI�DING CODES. IT IS THE RESPONSIBILITY OF THE GC TO
VERIFY ALL EXISTING CONDITIONS AND DE7ERMINE IF ANY EXISTING
EQUIPMENT AND WIRlNG IS SUITABLE FOR REUSE IN THE SYS7EM PRIOR TO
S7ART OF CONSTRUCTION.
ELECTRICAL CONTRATCOR SHALL PERFORM ALL WORK NECESSARY TO
RESULT IN A COMPLETE AND LEGAL INSTALLATION INCLUDWG THE
UPGRADING AND/OR MODIFICATION OF THE EXISTING SERVICE FEEDERS,
CONDUITS AND TAP-INS EXTENDED TO PROPER POINT OF ORIGIN AS
COORDINATED WITH THE LANDLORD.
A1 GENERAL NOTES
NTS
1
2
3
3
4
1. GENERAL CONTRACTOR TO VERIFY ALL METERING
REQUIREMENTS WITH LANDLORD AND UTILITY PRIOR
TO START OF CONSTRUCTION.
2. CONTRACTOR TO VERIFY EXACT DISTANCE AND
ROUTING OF SERVICE FEEDERS FROM LANDLORD
DISTRIBUTIONISERVICE ENTRANCE EQUIPMENT TO
TENANT SPACE.
3. PROVIDE COMPLIANCE WITH NEC 110.26 "SPACES
ABOUT ELECTRICAL EQUIPMEN7"
4. PROVIDE COMPLIANCE WITH NEC 408.4 "CIRCUIT
DIRECTORY OR CIRCUI7 IDENTIFICATION"
4
5
6 1 7 I 8
ELECTRICAL L4AD SUMMARY
120-208 3PH - 4W
LOAD DESCRIPTION CONNECTED LOAD DEMAND DEMAND L(JAD Di=MAND LOAD
(WATTS) FAGTOR {WAT('&) (AMPS)
LIGNTINC 2084 1.25 2600
RECEPTACLES 24580 N�T #1 17290
WATER HEATERS 150Q 1.25 1875
S fGNAGE 1200 1.25 1500
MISC. 5QQ 1.00 5Q0
HVAC 12000 NOTE #2 15000
TOTAI. 41860 38765 108
NOTES:
1. 100°l0 �F FIRST 10,000 WA1TS , PLUS 50°lo QF REMAINING LOAD.
2. 1QQ% C1F A/C LQAD, PLUS 25°k OF HIGHEST LlJAD.
5. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILiTY
TO PROPERLY BALANCE ALL BRANCH CIRCUITS
BETWEEN THE PHASES OF THE SYSTEM. REGARDLESS
OF THE CIRCUITING INDICATED.
6. "ALL LOW VOI.TAGE WIRING TO BE IN CONDUIT UNLESS
OTHERWISE APPROVED BY AUTHORITI( HAVING
JURISDICTION."
7. GENERAL CONTRACTOR SHALL VERIFY ANY THIRD
PARTY INSPECTIONS REQUIRED BY THE LOCAL
JURISDICTION PRIOR START OF CONSTRUC710N.
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DIAGRAM BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN.
FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO G20UGH-IN.
CONTACT ENGINEER IF CONDITiONS ARE DIFFEREN'T THAN AS
SHOWN PRIOR TO COMMENCING WORK
A7
NTS
7
9 1 10 I 11 I 12
EXISTIlVG PANE� B
Senrice: 120/208 Voits 3 Phase 4 Wire Cabinets: Surfa�e Mo�ted
Mains: 125 A MLO Total Watts: 9 fifi0 ��MA �
REM CKT DESCRIP710N WATTS WIRE BKR A B C 6KR WIRE DESCRIPTION WATTS CKT REM
� X 1/2Q 12 CP_1 POS REC 360 2 DED
�` X 1/20 12 CP 1 POS REC 360 4 DED
�` � _ ,� `��:� ,4 � � . � .4 .r ,��,a
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r� � ` � �' .. . � `�H;�
, X 1/2Q 12 CP_i POS REC 380 8 DED
' X 1/20 �2 CP_1 POS REC 360 10 DED
°� X 1l20 12 CP_1 POS REC 360 12 DED
13 CP_9 GEf� REC 720 12 1/20 X 1/20 12 CP_1 P(7S REC 360 14 DED
15 CP 1 GEN REC 360 12 1120 X 'fl2� 5PARE 16
17 CP_1 GEN REC 720 12 1/2t? K 1/20 SPARE 1$
19 SPARE 1120 X 1/20 SPARE 20
2i CP_1 + CP ADA GEN REC 1080 92 1120 X 1l20 SPARE 22
23 SPARE 1/20 X 1/20 SPARE 24
25 SPARE 1120 X 1C20 SPARE 26
27 SPARE 1120 X 1/20 SPARE , 28
2g SPARE 1/20 X 1120 SPARE 30
31 SPARE 1/20 X 1/20 SPARE 32
33 SPARE 9/20 X. SPACE 34
35 SPACE X SPACE 3g
37 S PAC E X �� � �� �� ,-��x, �� r. . 4 .- �� � � r�;i� � . �� ,£�,,rv ,� ..° ��� � � ,
39 SPACE X ��' �� �` �'��� �� k� °��;
41 SPACE � �� � �t �� a ,�
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TOTAL LOAD PHASE 'A' 3t60
REMARKS TOTAL LOAD PHASE 'B' 3340
(LCP) LIGHTIAIG C�NTROL PANEL T�TAL LOAQ PHASE 'C' 3i60
(TC} EXISTING TIME GLOCK / QUEST CONTf�OL
(E� EXIST�IG CIRCUITTC) REMAfN TOTAL LOAO ALL PHASES 9660 WA1TS
(LD) LOGK-ON DEVICE 26.83 AMPS
{OED) DEDIGATED GROUND
ALL BREAKERS TO BE 20A BOLT-0N UtVLESS NOTED OTHERWISE
�_ ._._ ._-- --- — — --.... — -- — — --
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EXlSTING 3P/200A �
BREAKER AND METER �� T T� r T�
BASE TO REMAIN AS I5 I 20�1 � �I I� �I __ I I M �I
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TENANT
SPACE
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CONTROL PANEL: I I
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I EXIST I � EXISTING � � EXfSTiNG (
� LCP �-� PAfVEL � � "B" (
� �( "A" � � 10QA � �E)(3�#10, (1 �#10
'— --� � 200A � � MLO �
( MCB � � 208/120V I r GND, 1/2"C.
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a JLL company
398 S. MILL AVE
SUITE 201
TEMPE, AZ 85281
480.626.6304 � www.bigredrooster.com
ARC�IITECT
11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
(PH) 480.614.3385 � (F) 480.614.0209
davidaudkow@cox.net
COPVRIGHT NOTICE:
These drawings and spedficatlons are copyrighted a�d subje�t to
copyright protection as an "arch(tectural woric" u�der sec. 102 of the
copyright act, 17 U.S.C, As emended January 2UO3. The protecHon
includes, without Iimitation, the overail fortn, arrangement and
composiUon of spaces, and elements of the design. Under such
pratection, unautho�zed use of these drawings and speafications
may result in cessadon of construction, buildfng seizure, and/or
monetary liability.
DATE: �6.14.16 SHEET:
1/4" =1'-0"
HO
TM0319
J
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