HomeMy WebLinkAboutPermit D15-0223 - T-MOBILE - STOREFRONTT-MOBILE
977 SOUTHCENTER MALL
D15-0223
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.Rov
DEVELOPMENT PERMIT
Parcel No: 9202470010 Permit Number: D15-0223
Address: 977 SOUTHCENTER MALL Issue Date: 9/29/2015
Permit Expires On: 3/27/2016
Project Name: - T-MOBILE
Owner:
Name:
WESTFIELD PROPERTY TAX DEPT
Address:
PO BOX 130940, CARLSBAD, WA,
92013
Contact Person:
Name:
ANDY PAROLINE
Phone: (206) 719-0339
Address:
3617 SW CHARLESTOWN ST, SEATTLE,
WA, 98126
Contractor:
Name:
AP PACIFIC LLC
Phone: (360) 907-4303
Address:
800 NE TENNEY RD STE 110-423,
VANCOUVER, WA, 98685-2831
License No:
APPACPL921D1
Expiration Date: 3/27/2016
Lender:
Name:
T-MOBILE
Address:
12920 SE 38 ST, BELLEVUE, WA,
98006
DESCRIPTION OF WORK:
STOREFRONT REFINISH OF AN EXISTING T-MOBILE. GLASS AND DOORS TO REMAIN
Project Valuation: $15,000.00 Fees Collected: $657.82
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: 1113 Occupancy per IBC: M
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
SewerDistrict: TUKWILA SEWER SERVICE
ICurrent Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-46B:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Chan nelizati on/Stri ping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Volumes: Cut: 0 Fill: 0
Number: 0
Water Meter: No V7 ow
Permit Center Authorized Signature: 114 Date:
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
state or local laws regulating96
development pWVA and a#fee
Signature: —
Print Name:
,,not presume to give authority to violate or cancel the provisions of any other
nstruction or the performance of work. I am authorized to sign and obtain this
to the conditions attached to this permit.
Date:
W
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: 'BUILDING PERMIT CONDITIONS'
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
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: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL"
0409 FRAMING
CITY OF TUKh A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tmbvila, WA 98188
http://www.TukwilaWA.p,ov
Building Perunt No.
Project No.
Date Application Accepted: L)
Date Application Expires.
(For o
ffice use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
"Please Print**
SITE LOCATION
King Co Assessor's Tax No.:
Site Address: 977 Southcenter Mall Suite Number: 244 Floor: I
Tenant Name: T Mobile
PROPERTY OWNER
Name� Westfield
Address: 2049 Century Park East
City: Century City State: CA Zip: 90067
CONTACT PERSON — person receiving all project
communication
Name: 4�pAp,( V141a t9j_ INC-,
Address: Z6, + So Ck1A1L1ejrV&V^ g 7-
City: fEP 7'TLP- State: Zip: a/ &I ZJ(
Phone: Fax: 111-14
Email: # &_ ? f I NO I JEf 1641
GENERAL CONTRACTOR INFORMATION
Company Name:
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
New Tenant: El ..... Yes R..No
ARCHITECT OF RECORD
Company Name: Fitch
Architect Name: Blair S Leach
Address'. 16435 N Scottsdale Rd
City: Scottsdale State: AZ Zip: 85254
Phone: (480) 998-4200 Fax: (480) 998-7223
L Email: lynelle.grimes@fitch.com
ENGINEER OF RECORD
Company Name: ri/a
Engineer Name:
Address:
city: State: Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: AA 0 t1g)
Address: 7.0 S-&
City: State: Zip:
H:\ApplicationskForms-Applicat ions On Line%2011 ApplicationsTermit Application Revised - 8-9-1 l.docx
Revised: August 2011 Pagel of4
�h
PERMIT INFORMATIC 206-431-3670
Valuation of Project (contractor's bid price): $ 15,000 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
Storefront refinish of existing storefront of existing T Mobile. Giss and doors to remain.
Will there be new rack storage? El ..... Yes R.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
I' Floor
im
11 B
M
2'd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
'Ar.- 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? 0 ....... Yes El ....... No If "yes", explain:
vl� FIRE PROTECTION/HAZARDOUS MATERIALS:
F1 ....... Sprinklers El ....... Automatic Fire Alarm El ....... None C3 ....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ....... Yes 0 ....... No
If "yes, attach list ofmaterials and storage locations on a separate 8-112 " x I I " paper including quantities and Material Safety Data Sheets.
r44SEPTIC SYSTEM
El ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:kApplications\Forms-Applications On Line\2201 I ApplicationsTermit Application Revised - 8-9-1 I.docx
Revised: August 2011 Page 2 of 4
�k
. I PfJBLIC WORKS PERMIT INFC 1ATION — 206-433-0179
Scope of Work (please provide detailed information):
V_AP/ Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
... Tukwila El ... Water District # 125 Highline Renton
... Water Availability Provided
Sewer District
F1 ... Tukwila ... Valley View Renton Seattle
0 ... Sewer Use Certificate 0 ... Sewer Availability Provided
Sevtic System:
F1 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 AnDlication (mark boxes which aDDI
F1 ... Civil Plans (Maximum Paper Size — 22" x 34"
F1 ...
Technical Information Report (Storm Drainage)
Geotechnical Report 0 ... Traffic Impact Analysis
...
Bond Insurance Easement(s)
Maintenance Agreement(s) 0 ... Hold Harmless — (SAO)
C1 ... Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
...
Right-of-way Use - Nonprofit for less than 72 hours
El
Right-of-way Use - Profit for less than 72 hours
...
Right-of-way Use - No Disturbance
El
Right-of-way Use — Potential Disturbance
F1 ...
Construction/Excavation/Fill - Right-of-way n
Non Right-of-way El
... Total Cut cubic yards
... Total Fill cubic yards
El ... Sanitary Side Sewer
n ... Cap or Remove Utilities
El ... Frontage Improvements
n ... Traffic Control
El ... Backflow Prevention - Fire Protection
Irrigation _
Domestic Water
El..
Abandon Septic Tank
0
Curb Cut
El
Pavement Cut
Looped Fire Line
r] ... Permanent Water Meter Size...
... Temporary Water Meter Size..
... Water Only Meter Size ............
... Sewer Main Extension ............. Public 0
... Water Main Extension ............. Public El
WO #
WO #
WO #
Private El
Private n
Work in Flood Zone
Storm Drainage
El .. Grease Interceptor
El ..,Channelization
El Trench Excavation
El Utility Undergrounding
0 ... Deduct Water Meter Size 11
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
n ... Water El ... Sewer 0 ... Sewage Treatment
Monthly Service Billjn&jq�
Name: Day Telephone:
Mailing Address:
city State Zip
Water Meter Reftmd/Billing:
Name: Day Telephone:
Mailing Address:
city State Zip
H:\Applicatiom\Forms-Applicatiom On Line\2011 ApplicationskPernut Application Revised - 8-9-1 i.docx
Revised: August 2011 Page 3 of 4
PERMIT APPLICATION NOTES —
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 105.3.2 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 AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING ONNER OR AUTMORIZED AGENT:
Print
iekevers
Mailing Address: 75 - 60th St SW
Date: 08/26/2015
DayTelephone: (616)493-9334
W1
city
M1 49548
State Zip
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Revised: August 2011 Page 4 of 4
11
DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY
PAID
$408.02
D15-0223 Address: 977 SOLITHCENTER MALL
Apn:9202470010
$408.02
DEVELOPMENT
$388.80
PERMIT FEE
ROOO.322.100.00.00
0.00
$384.30
WASHINGTON STATE SURCHARGE
13640.237.114
0.00
$4.50
TECHNOLOGY FEE
$19.22
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R6285
ROOO.322.900.0�4.00� 0.00
$19.22
$408.02
Date Paid: Tuesday, September 29, 2015
Paid By: AP PACIFIC LLC
Pay Method: CREDIT CARD 174507
Printed: Tuesday, September 29, 2015 12:42 PM l0fl CR?WYSTEMS
Date Paid: Monday, August 31, 2015
Paid By: PRECISION PERMIT SERVICE
Pay Method: CHECK 13689
Printed: Monday, August 31, 2015 9:02 AM 1 of I CIMSYSTEMS
V- 17",
-4:;N
INSPECTION RECORD. -6-7
Retain a copy with permit JJ0 15 9X3]
G y
INSPECTION NO. PERMIT NO
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 3670
Permit Inspection Request Line (206) 438-9350
P r ot"e!c)t
Type of I pe ti
Aaress:
777 5--,-71'QeAAr
Dole Called:
Special Instructions:
Date Wanted:
a.m.
p.m.
Reques
Phone No:
E9'Approved per applicable codes. El Corrections required prior to approval.
"/L/
Date: // //
El REINSPECTION FEE REQUIRED. Prior to next inspeciion, free must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
_n
INSPECTION RECORD.
Retain a copy with permit 0 ;Z,-3
INSPECTION NO. PERMIT NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
P o'ect*
ir &
4
o
Type of Inspection:
Address:
�—OAS—��
Aq
Daie Called:
Special ItIstructions:
A,
Date Wanted: a.m.
i 0 p.m.
equester:
At e-x
Phon'��o'
IInspector: r-C' I Date: 1(6- 2z- (-S- I
F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection.
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0223 DATE: 08/31/15
PROJECT NAME: T-MOBILE
SITE ADDRESS: 977 SOUTHCENTER MALL
X Original Plan Submittal
Response to Correction Letter #,
Revision # before Pen -nit Issued
Revision # after Permit Issued
DEPARTMENTS:
AV C/ PA A�/
Building Division Fire Prevention Planning Division
Public Works Structural Permit Coordinator
PRELEMNARY REVIEW: DATE: 09/01/15
Not Applicable F-1 Structural Review Required
(no approvallreview required)
REVIEWER'S INITIALS:
DATE:
APPROVALS OR COR"CTIONS: DUE DATE: 09/29/15
Approved Approved with Conditions [:]
Corrections Required F] Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg Ej Fire E] Ping E] PW Staff Initials:
12/18/2013
AP PACIFIC LLC
Page I of 3
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I AP PACIFIC LLC I
Owner or tradesperson
Principals
RYABIKIN, PETER, PARTNER/MEMBER
GOSSEN, ALEKSANDR, PARTNER/MEMBER
Doing business as
AP PACIFIC LLC
800 NE TENNEY RD SUITE 110423
VANCOUVER, WA98685
360-907-4303
CLARK County
WA UBI No. Business type
602812779 Limited Liability Company
Governing persons
ALEX
GOSSEN
PETER RYABIKIN;
ILicense I
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
C19.ns1ru,ct1i.on co-n.t-raq,t'o.r. Active.
Meets current requirements.
License specialties
GENERAL
License no.
APPACPL921D1
Effective — expiration
03/2112008— 03/27/2016
Bond
WESTERN SURETY CO
$12,000.00
Bond account no.
70474342
Received by L&I
Effective date
0312112008
0311412008
Expiration date
Until Canceled
I.n.s.ur-an-Re.
Western World Ins Co
$1,000,000.00
Policy no.
NPP8137302
Received by L&I
Effective date
04/24/2015
04/25/2015
Expiration date
04/25/2016
Insurance history
Savings
No *savings accounts during the previous 6 year period.
Lawsuits aqainst the bond o
................. .............
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602812779&LIC=APPACPL92 1D I &SAW= 9/29/2015
i
977 SOUTHCENTER MALL
#244
TUKWILA, WASHINGTON 98188
SOUTHCENTER
MALL
SCOPE OF WORK —TENANT IMPROVEMENT OF
lienton Mdrticipaf Alrpotl 2A.
EXISTING SPACE ALTERATION LEVEL 1
EXISTING LAY —IN CEILING GRID TO REMAIN.
,`Sb41dbltt5t,jMSihS! to' a.WalmFtrt SupercenCer`m
2. EXISTING PLUMBING AND FIXTURES TO REMAIN.
3. EXISTING RTU AND MECHANICAL SYSTEMS TO RE
REMAIN.
CUPANCY GROUP/LOAD.
5 EXISTING TIN F
S G IRE SAFETY EQUIPMENT TO REMAIN.
9 g17Gta .,. ::N
t.HnttenesFlus uthsr,
6. NO CHANGE TO EXISTING STOREFRONT GLAZING G A N D
SYSTEM
Normanri ;;:. „... •^ ,'4% f«"' :'' .. A:.
NORTH
D1
VICINITY MAP
D5
KEYPLAN
D9
SCOPE OF WORK
NTS
TUKWILA, WASHINGTON 98188
NTS
SOUTHCENTER MALL - LEVEL 1 - SPACE 224
0
1. PROJECT DESCRIPTION: ................ STOREFRONT RE -FINISH OF (E) STOREFRONT WITHIN (E)
A. ALL WORK ANC MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL CODES HAVING JURISDICTION.
1. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS.
MALL. GLASS AND DOORS TO REMAIN. WORK WILL NOT
AFFECT PRIMARY FUNCTION AREA, EXISTING
CLIENT (OWNER): ARCHITECT OF RECORD:
B. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE BUILDING MANAGEMENT'S RULES AND
REGULATIONS.
2. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY
OCCUPANCY NOR WILL IT ALTER ACCESSIBILITY.
T - Mobile AAD: FITCH Inc
THE FIRE DEPARTMENT FIELD INSPECTOR.
2. PROJECT LOCATION: ........................ 977 SOUTHCENTER MALL
12920 SE 38th STREET 16435 NORTH SCOTTSDALE ROAD
BELLEVUE, WASHINGTON 98006 SUITE 195
C. MODIFICATIONS TO THE BASE BUILDING STRUCTURE, CORE AREAS AND UTILITY SYSTEMS ARE NOT IN THIS
CONTRACT, EXCEPT AS NOTED ON THESE DRAWINGS OR AS REQUIRED TO COMPLETE THE WORK INDICATED ON
3. DURING CONSTRUCTION, THE GENERAL CONTRACTOR IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A
RATING OF NOT LESS THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE.
#244
SCOTTSDALE, ARIZONA
THESE DRAWINGS.
TUKWILA, WASHINGTON 98188
PHONE:
.998.7 8.3
CONSTRUCTION FAX: 8.7223
D. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND PAY FOR ALL FEES, CHARGES AND PERMITS REQUIRED
RECEIVED
3. GOVERNING CODES: ............................ ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE
STUDIO DI
PROJECT MANAGER. STUDIO DIRECTOR:@LYNELLE GRIMES
EMAIL: lynelle.grimes@fitch.com
AS WELL AS FOR HAULING, RIGGING AND TRANSPORTATION CHARGES.
CITY OF TUKWI!_ ,
REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND
LOCAL CODES HAVING JURISDICTION.
E. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR (HEREINAFTER
AUG 3 1
JO N ES LAN G LASALL E
REFERRED TO AS THE AGREEMENT) WITH CONDITIONS OF THE CONTRACT (GENERAL, SUPPLEMENTARY AND
2015
BUILDING: 2012 INTERNATIONAL BUILDING CODE
12920 SE 38TH STREET
OTHER CONDITIONS). DRAWINGS, SPECIFICATIONS, ADDENDA ISSUED PRIOR TO THE EXECUTION OF THE
AGREEMENT, OTHER DOCUMENTS LISTED IN THE AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF
MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE
BELLEVUE, WASHINGTON 98006
CONTACT: LAUREN DEMING
PHONE 215.510.8454
THE AGREEMENT.
G 10
FIRE DEPT. NOTES
V
PLUMBING: 2012 UNIFORM PLUMBING CODE
EMAIL: lauren.deming@am.ill.com
F. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION
ELECTRICAL: 2012 NATIONAL ELECTRIC CODE
AND COMPLETION OF THE WORK BY THE CONTRACTORS. PERFORMANCE BY THE CONTRACTOR SHALL BE
REQUIRED ONLY TO EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM
WHEN REQUIRED
ENERGY: 2012 WASHINGTON STATE ENERGY CODE
ACCESSIBILITY: 2010 ADAAG
REVISIONS
No Changes --- - —w
LANDLORD CONTACT: 9 shall be made to the .Scope
THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS.
G. THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY
DWG. #
DRAWING TITLE
FIRE: 2012 INTERNATIONAL FIRE CODE
WESTFI E LD of work WithoUt prior approval of
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 THE OWNER AND
ARCHITECTURE
4. CONSTRUCTION TYPE: II B -FULLY SPRINKLERED
TUkwila Building Division.
CENTURY PLAZA TOWERS e r
2049 CENTURY PARK EAST 1 aT►- Revisions WII) iLCj01r0 i new plan S0$mj2)
CONTRACTOR.
H. EXECUTION OFTHE CONTRACT BY CONTRACTOR IS
A-0
ARCHITECTURAL DATA SHEET
41ST FLOOR yRt J tY u' / jl1, llt !' &Lditior181 l4r1 rC 7F , ,
P J fic-
A REPRESENTATION THAT THE CONTRACTOR HAS VISITED
5. OCCUPANCY: ..•....•...•.••.•,••„............„......•••• . M (MERCANTILE)
___. .
CENTURY CITY, CA 90067 `- - --_J
THE SITE AND HAS BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE
PERFORMED. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND
A-1.1
GENERIC PHASING AND BARRICADE PLAN
A-2
ENLARGED STOREFRONT PLAN AND ELEVATION
PHONE: 310.445.2467
SHALL NOTIFY ARCHITECT AND/OR ENGINEER IF A CONDITION EXISTS WHICH PREVENTS THE CONTRACTOR FROM
FAX: 310.689.5721
ACCOMPLISHING THE INTENT OF THE DRAWINGS.
6. MUNICIPAL REVIEW: ........................... BUILDING DEPARTMENT
CONTACT:BOUN SOMPHANH
A-2.2
STOREFRONT DETAILS
CITY OF TUKWILA
SENIOR DESIGN DIRECTOR,TENANT COORDINATION
EMAIL: BSOMPHANH@WESTFIELD.COM
I. THE TERM "WCRK" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS,
WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT
A-6
SPECIFICATIONS
op
DEPARTMENT OF COMMUNITY DEVELOPMENT
6300 SOUTHCENTER BLVD.
F L€ COPS"
OBLLISERVICES PROVIDED OR TO BE IGATIONS. H WORK MAY CONSTITUTE THDBY THE CONTRACTOR E WHOLE OR PART OF THOFULFILL E PROJECT. E CONTRACTOR'S
A-7
SPECIFICATIONS
#100
TUKWILA, WASHINGTON 98188
PHONE: 206 431-3670
Permit o• + + '
J. G.C. SHALL NOT CUT OR DISTURB EXISTING STRUCTURAL SYSTEM. THE G.0 SHALL X-RAY/PACHOMETER SLAB TO
A-8
W
SPECIFICATIONS CODE CQMI
A-9
SPECIFICATIONS RG
7. WORK BY OTHERS UNDER
DETERMINE IF POST TENSIONED SLAB OR IF DESIGN IS IN CONFLICT WITH EXISTING STRUCTURAL SYSTEMS WHEN
THE FOLLOWING OCCURS:
1 4
SEPARATE PERMIT •••••••••••••'••••••••••••• SIGNAGE
fart review approval is Subject to errors and. omissions.
• TENANT SPACE IS LOCATED IN A SECOND FLOOR
NO CHANGES PROPOSED FOR
BUILDING TYPE, OCCUPANCY
_
f
S=` P_/AAA i'E PERMIT APprova► r, construction documents doe -riot auihorim
p`_y. tt t[ rF 4
t .- 1IIF ' "R. trl0 violation of any adopted cx de or, inance. Receipt
• LOWER LEVEL EXTENDS BELOW THE TENANT SPACE
• ABSENCE 0= STRUCTURAL DRAWINGS FROM ARCHITECTS AND/OR LANDLORD
ABSENCE O STRUCTURAL DRAWINGS INCLUDED WITH CONTRACT DOCUMENTS
• G.C. SHALL ONLY INCLUDE AN ALLOWANCE IN HIS BID FOR THE X-RAY/PACHOMETER WHEN ANY OR ALL OF THE
GROUP/LOAD OR EXITING
.
,. ,w)
Of approved l'If ld
OMecmanicai pp y end ns is acknowledged:
edged:
ABOVE OCCUR. (TYP.)
, 1.111Dll dG
Cfectricai
By:eplumbing -
s
eec ns Piping Data: _.•lm
.
Tukwila City of k.:l'\i"Etch
BUILDING DIVISION
Al
CODE ANALYSIS
A4
PROJECT TEAM
A7
GENERAL NOTES
A10
DRAWING INDEX
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2
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9
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These drawings 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, 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.
) FOR
LIANCE
FED
2015
kWila
IVIa lU
10354 REGISTERED
ARCHITECT
BLAIR S. LEACH
SLATE O1 %NAc!iINGTON
AUG 2 7 2015
DATE: 08.25.2015 SHEET:
SCALE:
DRAWN BY:
NTS
AP
PROJECT
320104163
3r;'sAR':`"sY,th' a#a,4# ;HxU".1A+'Sfi h' "1k3G%RWh1S.2 c5i OUSRhc ^.'n§a`` 4(. fhr54ka14Abkdm rs RuYi2U:m.'m Ur'AV61iNn4N'UY.PYfif4(nw","N}kak,Ytw'@
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1
2
3
4
5
6
7
8
9
10
11
12
5' 7 3/4"
1
6 i
C.0
h; LO
6-613/16" '' r
0
I''
3
I!
5 !i
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4CL 9 o
i;
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2 u
is
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I;
3 �
TOP BRACING OF WOOD OR METAL
STUDS POSITIONED APART 8'-0"
D4
MAX. ATTACH UNDER EXISTING
I!
BULKHEAD. ATTACH SECURELY
!'€
THROUGH DRYWALL INTO STEEL
MALL SOFFIT
STUD FRAMING BEHIND THE
6
BULKHEAD
LIMIT OF WORK -V.I.F.
0
5'-613/16"
1
DETAIL INTENDED FOR DESIGN INTENT
ONLY; ACTUAL SITE CONDITIONS MAY
LEASE LINE
VARY; GC SHALL VERIFY HARD LID OR SOFT LID DUST
- - - - - - - - - -- - -
ch
RESPONSIBILITIES AND ALL COVER, SEALED AROUND THE
j
rn
REQUIREMENTS WITH LANDLORD, JLL INSIDE PERIMETER OF
PM, AND STORE MANAGER PRIOR TO BARRICADE
I e. ;
I
i ; xZ,
6 ;
CONSTRUCTION. I
— F� I
GWB TAPE & BED JOIST TO
LEASE
SALES AREA PREVENT DUST PASS-THRU w/
LINE _--i- _----- _-_---- .--_-- ! ; LEASE LINE
-- -
TWO COATS OF PAINT (COLOR
'
1
j AS DIRECTED BY LANDLORD)
STANDARD MODULE
PANELS 4'-0"X11'-10"Hit
MODULAR PANEL. FRAMED`
MALL
-�- ---- ----
IN THE REAR BY WELDED
ALUMINUM EXTRUSION MALL COMMON AREA
I
3'-O"
AND CLADDED WITH FRP
t-
PANEL FACE.
SECURE BASE OF BARRICADE
;
LEASE LINE ( TO FLOOR USING NON -RESIDUE
COMMERCIAL GRADE TAPE
i
w
BARRICADE GRAPHICS SHALL BE
PROVIDED BY MALL UNLESS
OTHERWISE REQUESTED. G.C.SHALL
MALL TILE
' i I
00, 6 4„ 3'-0"
ENGAGE TMO SIGN VENDOR FOR
BARRICADE GRAPHICS AS REQUIRED.
ENSURE 10'-0" MIN CLEARANCE
A. (FRONT) NOTE: SUBMIT DRAWING OF BARRICADE
TO MALL OBSTRUCTIONS
GRAPHIC TO LANDLORD FOR REVIEW B. (SIDE)
AND APPROVAL
Dl
GENERAL PHASING AND BARRICADE FLOOR PLAN
D4
TYPICAL BARRICADE SECTION
D8
GENERIC BARRICADE ELEVATION
1 /4" = 1'-0"
0
OG.C. TO PROVIDE BARRICADE PER MALL CRITERIA..
O2 PROVIDE TEMPORARY ZIP WALL TUNNEL TO CONCEAL WORK AS REQUIRED DURING BUSINESS
HOURS.
3O ZIP WALL OR EQUAL TEMPORARY BARRICADE BY G.0 - TO BE DUSTPROOF.
OEXISTING STOREFRONT SYSTEM AND ENTRY DOOR. COORDINATE C/L OF CONSTRUCTION
1. CHECK MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO 9. REMOVE EXISTI'4G ELECTRICAL DEVICES, OUTLETS, TELEPHONE 15. REPLACE OR RELOCATE, IN ACCORDANCE WITH LOCAL CODES,
GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHALL
REVIEW THE EXISTING FACILITY TO DETERMINE THE EXTENT
ENTRANCE WITH C/L OF ENTRY DOOR.
DEMOLITION WITH REGARD TO UTILIZING ANY EXISTING WIRING, AND DATA JACKS AND THERMOSTATS IN PARTITIONS ALL FIRE SUPPRESSION AND FIRE ALARM EQUIPMENT
OPROVIDE
LINES COMPONENTS ETC. SCHEDULED FOR DEMOLITION. MODIFY EXISTING WIRING AS DISTURBED BY DEMOLITION WORK. MAINTAIN INTEGRITY OF FIRE
REQUIRED BY NEW CONSTRUCTION OR, IF NOT
OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK. A
WRITTEN OUTLINE OF ALL REQUIRED DEMOLITION SHALL BE
72" MIN OPENING
REQUIRED, SUPPRESSION AND FIRE ALARM SYSTEMS.
2. PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO TERMINATE AND CAP OFF AT NEAREST PANEL OR SOURCE
SUBMITTED TO THE OWNER DESCRIBING THE FOLLOWING
U
6 O EXISTING FIXTURE. PROTECT IN PLACE OR COORDINATE TEMPORARY REMOVAL AND STORAGE
SUIT LANDLORD. REMOVE DEBRIS DAILY AND HAUL FROM THE ABOVE CEILING, 16. IN THE CASE THAT THE EXISTING CABLE LINE, PHONE LINE &
(BUT NOT LIMITED TO).
WITH STORE MANAGER. REINSTALL AND PATCH AND REPAIR AS REQUIRED.
SITE AT TIME TO SUIT LANDLORD. BLOCK, T-1 LINE AND DATA CABLING ARE PRESENT, G.C. SHALL
1. CONDITION OF EXISTING GYP. BD. ON EXISTING DEMISING
O
10. REMOVE EXISTING HVAC CEILING DIFFUSERS AND RETURN SALVAGE AND REWORK TO FACILITATE NEW INSTALLATION
WALLS AND RECOMMENDATION OF WHETHER TO REMOVE
ACCESS TO EXISTING FIXTURE TO BE PRESERVED. COORDINATED WITH STORE MANAGER.
3. NOTIFY ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR GRILLES AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY
UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. PARTITION DEMOLITION AND NEW CONSTRUCTION. MODIFY 17. G.C. SHALL CONSTRUCT, WHEN REQUIRED, A BARRICADE WALL
EXISTING OR REUSE TO BE DETERMINED IN FIELD.
EXISTING DUCT'NORKAS REQUIRED BY NEW CONSTRUCTION OR AS REQUIRED. G.C. SHALL COORDINATE REQUIREMENTS WITH
4. ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND IF NOT REQUIRED, TERMINATE AND CAP OFF SUPPLY AND MALL PROPERTY MANAGEMENT, JLL PM, AND TENANT STORE
2• TENANT G.C. SHALL NOTIFY ARCHITECT OF ANY
ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR, RETURN DUCTS AT NEAREST SOURCE ABOVE CEILING. MANAGER..
WHO SHALL REMOVE IT FROM THE SITE.
UN -NOTED EXISTING CONDITION WHICH CONFLICTS WITH
THE PROJECT REQUIREMENTS AND MAY REQUIRE
11. REMOVE ALL EXISTING PLUMBING FIXTURES, FITTINGS AND 18. BARRICADE GRAPHICS SHALL BE PROVIDED BY MALL UNLESS
MODIFICATION, RELOCATION OR REMOVAL TO COMPLETE
5. G.C. SHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR PIPING AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY OTHERWISE REQUESTED. G.C.SHALL ENGAGE TMO SIGN
THE PROJECT WITHIN 24 HOURS SO THE NECESSARY
CONSTRUCTION THAT WILL COMPROMISE THE STRUCTURAL PARTITION DEMOLITION AND NEW CONSTRUCTION. MODIFY VENDOR FOR BARRICADE GRAPHICS AS REQUIRED.
DRAWING REVISIONS MAY BE INCORPORATED INTO THE
INTEGRITY OF THE EXISTING SPACE. G.C. TO NOTIFY THE EXISTING PIPING AS REQUIRED BY NEW CONSTRUCTION, OR IF
PROJECT REQUIREMENTS.
ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONCERNS NOT REQUIRED, TERMINATE AND CAP OFF AT WET STACK.
DURING CONSTRUCTION.
3. IN ADDITION TO THE ABOVE, REFER TO GENERAL
12. REMOVE EXISTING FLOOR FINISHES SCHEDULED FOR REMOVAL
DEMOLITION NOTES INDICATED ON SHEET A-3, DIVISION 2-
m
6. EXISTING EQUIPMENT NOT BEING USED MUST BE COMPLETELY AND AS REQUIRED BY PARTITION DEMOLITION AND NEW
/
DEMOLITION BUILDING ALTERATION.
REMOVED / DISPOSED OF PROPERLY: NOTHING CAN BE CONSTRUCTION.
ABANDONED ABOVE THE CEILING.
13. REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. REPAIR ALL
7. REMOVE ALL EXISTING INTERIOR PARTITIONS, DOORS AND ADJACENT DAMAGED SURFACES, AS NECESSARY. PREPARE ALL
REVIE
CODE C
APF
DOOR FRAMES SCHEDULED FOR DEMOLITION. REMOVE ALL DAMAGED SURFACES FOR FINISHES AS SCHEDULED OR
MILLWORK, EQUIPMENT, ETC. ATTACHED TO PARTITIONS REFINISH TO MATCH EXISTING FINISH. REPLACE DAMAGED
SEP
SCHEDULED FOR DEMOLITION. CEILING TILES; REPAIR OR REPLACE DAMAGED CEILING GRID.
8. REMOVE EXISTING ACOUSTIC CEILING GRID AND TILES, LIGHT 14. PROVIDE A SMOOTH, NEAT, CONTINUOUS APPEARANCE WHERE
RECEIVED
OF TUKW LA
FIXTURES, AND GYPSUM WALLBOARD SOFFITS AS SCHEDULED DEMOLITION WORK MEETS ADJACENT EXISTING WORK. REMOVE
CITY City
FOR DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION EXISTING FINISHES AS REQUIRED TO PROVIDE NEAT, STRAIGHT
BUILW
AND NEW CONSTRUCTION WORK. MAINTAIN EXISTING CEILING SEAMS AND TRANSITIONS BETWEEN EXISTING AND MATCHING
AUG 3 1 2015
WIRE HANGERS FOR FUTURE USE. NEW FINISHES.
PERMIT CENTER
Q
Al
KEYED NOTES
A5
GENERAL NOTES
All
REMOVAL SUMMARY
1
2
3
4
5
6
7
8
9
10
11
12
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These drawings 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, 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.
NED FOR
)MPLIANCE
ROVED F O R
14 2015 EFERENCE
f Tukwila ONLY
G DIVISION
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08.25.2015 SHEET:
SCALE: 1 /4"=1'-0"
DRAWN BY:
AP
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1
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3
4
5 1 6
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3 5/8" 1/2" 8 1/2"
1'-1 7/8" MALL BULKHEAD BEYOND
EXISTING STOREFRONT
CONSTRUCTION AND FINISH TO
REMAIN. EXISTING M-3 FINISH.
NEW INTERNALLY
ILLUMINATED SIGNAGE
BY VENDOR. PER
SEPARATE PERMIT.
MALL BULKHEAD BEYOND
EXISTING STOREFRONT
CONSTRUCTION AND FINISH TO
REMAIN. EXISTING M-3 FINISH. -\
4 In'-
ALIGN TOP OF NEW NEUTRAL
PIER TO EXISTING STOREFRONT
M
%
NEW METAL PANEL OVER
EXISTING GYP. BD. OVER
EXISTING STOREFRONT
CONSTRUCTION. M-3
FINISH.
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..........
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- -- - -- - - - -- -- -
. . . . .
b*le ®
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NEW METAL PANEL OVER
EXISTING GYP. BD. OVER
EXISTING STOREFRONT 9
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....................................................................................................................................
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. . . . . . . . . . . . . . . . . . . . . EQ. . . . . . . . . . w . . . EQ. . . . . . . . . . . . .
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PANEL OVER NEW GYP. BD.
NEUTRAL PIER TO 1/2" REVEAL.
M-3 FINISH.
FRYRE LET - 1 EVEAL
/
/
. . .
'FINISH,
NEW 1/2" X 1/2" CLEAR
ANODIZED ALUMINUM
REVEAL ON OUTSIDE
N
5"
G
M-3 6063 T5 ALUMINUM,
TYPICAL. SEE
DETAIL B11/A-2
Nil
CORNER BY TENANT. NO
EXPOSED FASTENERS
/
ro
NEW 1/2 X 1/2 CLEAR
ANODIZED ALUMINUM
REVEAL BY TENANT. NO
EXPOSED FASTENERS
........
/
/
/
/
/
/
FRY REGLET - 1/2" REVEAL
MOLDING - DRM-50-50 - 6063 T5
ALUMINUM, M-3 FINISH,
TYPICAL. SEE DETAIL B11/A-2
00
ti
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00
04
N
/
N
04
.• .
I
LEASE LINE
�r
M
EXISTING
RECESSED FIRE
EXTINGUISHER
TO REMAIN
I. . . .
. .
. . .
/
/
/ /
I
NEW 7_ 1/4 WIDE NEUTRAL
PIER W/ 5/8" GYP BD ALL 3
SIDES OVER 6" 18 GA MTL
STUDS AT 16 O.C. - GC TO d
PAINT FACE AND ADJACENT ch
EXISTING
. .
. .
. .
TENANTS SIDE GYP BD PER IT
LANDLORDS REQUIRED
COLOR. ALIGN TOP OF WALL
NEUTRAL PIER
/
/
/
I
WITH ADJACENT
STOREFRONT @15'-1 7/8" AFF
FINISH TOP WITH GYP. BD.
LEASE LINE
co
00
El
1/2" = 1'-0"
W
I
EXISTING STOREFRONT
SYSTEM AND GLAZING.
EXISTING BRUSHED ANODIZED
ALUMINUM BASE TO REMAIN
NEW BRUSHED ANODIZED ALUMINUM
BASE TO MATCH EXISTING BASE
STOREFRONT ELEVATION
A — EXISTING GLAZING CLIPS TO
REMAIN. GC TO VERIFY EXISTING
GLAZING THICKNESS AND PROVIDE
CLIPS AS SHOWN IF LESS THEN 5/8"
EXISTING ENTRY DOORS TO REMAIN
EXISTING GLAZING CLIPS TO
REMAIN. GC TO VERIFY
EXISTING GLAZING THICKNESS
AND PROVIDE CLIPS AS SHOWN
IF LESS THEN 5/8"
EXISTING STOREFRONT SYSTEM
AND GLAZING.
I
EXISTING BRUSHED
ANODIZED ALUMINUM
BASE TO REMAIN
NEW BRUSHED ANODIZED ALUMINUM NEW MALL BASE TILE ON FACE OF NEUTRAL
BASE TO MATCH EXISTING BASE PIER. COORDINATE TILE WITH LANDLORD.
I
..........�
LEASE LINE
NEW METAL PANEL OVER EXISTING GYP.
EXISTING FINISH OVER
BD. OVER EXISTING STOREFRONT
STOREFRONT POST TO REMAIN
CONSTRUCTION. M-3 FINISH. NEW
.......
- -
I
BRUSHED ANODIZED ALUMINUM BASE TO
MATCH EXISTING BASE
FRY REGLET - 1/2" REVEAL MOLDING -
I
FRY REGLET - 1/2" REVEAL MOLDING -
DRM-50-50 - 6063 T5 ALUMINUM, M-3
NEW METAL PANEL OVER I
o i
-
DRM-50-50 - 6063 T5 ALUMINUM, M-3 _---__ ----
-----------________________ j
-
FINISH, TYPICAL. SEE DETAIL B11/A-2
EXISTING GYP. BD. OVER
EXISTING STOREFRONT 1
FINISH, TYPICAL. SEE DETAIL B11/A-2
CONSTRUCTION. M-3 I00
::
FINISH. NEW BRUSHED
B 1/2"
I
r 1
ANODIZED ALUMINUM
I �
c�
I
EXISTING STOREFRONT
EXISTING STOREFRONT
I
BASE TO MATCH
GLAZING AND BASE TO REMAIN
GLAZING AND BASE TO REMAIN
NEW METAL PANEL OVER NEW GYP. BD.
EXISTING BASE
NEUTRAL PIER TO 1/2" REVEAL. M-3 FINISH.
NEW BRUSHED ANODIZED ALUMINUM
I
I
�,� t
BASE TO MATCH EXISTING BASE
LEASE LINE I
zL
--------------
-----
EXISTING STOREFRONT GLAZING AND BRUSHED
��
EXISTING
-----------------------
EXISTING
ANODIZED ALUMINUM BASE TO REMAIN TO REMAIN
ENTRY DOORS
EXISTING STOREFRONT
GLAZING AND BRUSHED G10
NEW 7-1/4" WIDE NEUTRAL PIER W/ 5/8"
NEUTRAL PIER
ANODIZED ALUMINUM BASE A-2.2
1'_011
GYP BD ALL 3 SIDES OVER 6" 20GA MTL
1'-2 3/8"
NEW BRUSHED ANODIZED ALUMINUM
TO REMAIN TO REMAIN
STUDS AT 16" O.C. - GC TO PAINT FACE
NEW 1/2" X 1/2" CLEAR
G7
BASE TO MATCH EXISTING BASE
LINE OF SOFFIT ABOVE.
3 5/8"
AND ADJACENT TENANTS SIDE GYP BD
ANODIZED ALUMINUM
3 5/8"
A-2'2
EXISTING FINISH TO REMAIN
NEW 1/2" X 1/2" CLEAR ANODIZED
PER LANDLORDS REQUIRED COLOR.
REVEAL BY TENANT
ALUMINUM REVEAL ON OUTSIDE CORNER
1/ ,
ALIGN TOP OF WALL WITH ADJACENT
CUT INTO EXISTING
1-6
BY TENANT. NO EXPOSED FASTENERS
STOREFRONT @15'-1 7/8" AFF FINISH TOP
NEUTRAL PIER. NO
2'-7 1/4"
WITH GYP. BD.
EXPOSED FASTENERS
2'-9 1/8"
NEW MALL BASE TILE ON FACE AND
ADJACENT TENANT SIDE OF NEUTRAL
PIER. COORDINATE TILE WITH LANDLORD.
3
GC TO FIELD VERIFY ALL DIMENSIONS
04. Q
M-^u,w—
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PRIOR TO ORDERING ANY MATERIALS.
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ENLARGED STOREFRONT
PLAN
1/2" = V-0"
` 0Cl
.
41
1
2
3
4
5
6
7
8
9
10
.,IR
Olv'm
GC TO VERIFY FIELD CONDITIONS AND
DIMENSIONS AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES AFTER DEMOLITION AND
PRIOR TO RECLADDING OR CONSTRUCTION.
NEW TENANT SIGN CONTRACTOR TO REVIEW THE
LANDLORD'S SIGN CRITERIA AND SUBMIT SHOP DWGS.
FOR THE PROPOSED SIGN TO THE L.L. AND ANY OTHER
GOVERNING AUTHORITIES. THE S.C. SHALL SECURE ANY
AND ALL PERMITS REQ'D. FOR THE INSTALLATION AND
DISPLAY OF THE PROPOSED SIGNAGE.
ALL MATERIALS TO BE A CLASS A RATING
WITH A FLAME SPREAD INDEX OF 0-25 AND
A SMOKE DEVELOPED INDEX OF 0-450.
SIGN MANUFACTURER'S
SHOP DRAWINGS SHALL
BE REVIEWED UNDER
SEPARATE SUBMITTAL.
m
1
2
3
4
5
6
7
8
9
10
11
12
j
8 1 /2"
EXISTING DEMISING WALL
NEW METAL PANEL OVER
FRY REGLET - 1/2" I EXISTING GYP. BD. OVER
EXISTING STOREFRONT
REVEAL MOLDING - TENANT
DRM-50-50 - 6063 1 5 CONSTRUCTION. M-3 FINISH. NEW
TENANT
ALUMINUM, M-3 BRUSHED ANODIZED ALUMINUM
EXISTING
FINISH, TYPICAL. SEE BASE TO MATCH EXISTING BASE
CONSTRUCTION
TO REMAIN - ...... -....-....................................
L.T...........
DETAIL B11/A-2 EXISTING CONSTRUCTION
I
TO REMAIN
FRY REGLET - 1/2"
EXISTING i �
NEW METAL PANEL OVER
EXISTING GYP. BD. OVER
REVEAL MOLDING -
- DRM-50-50 - 6063 T5r<
STOREFRONT NEW CONSTUCTION ATTACEHD TO
EXISTING STOREFRONT
eo
, ; ALUMINUM, M-3
GLAZING AND EXISTING CONSTURCTION WITH #8
BRUSHED ANODIZED
CONSTRUCTION. M-3
N FINISH, TYPICAL.
_ TEK SCREWS 24 O.C. MAX SPACING
ALUMINUM BASE TO
FINISH. NEW BRUSHED
ANODIZED ALUMINUM
SEE DETAIL B11/A-2
REMAIN TO REMAIN LEASE LINE
I
BASE TO MATCH
EXISTING
v >
EXISTING BASE
STOREFRONT
NEW 1/2" X 1/2" CLEAR N NEW METAL PANEL OVER NEW
GLAZING AND
ANODIZED ALUMINUM GYP. BD. NEUTRAL PIER TO 1/2"
BRUSHED
REVEAL ON OUTSIDE REVEAL. M-3 FINISH. NEW
LEASE LINE r
ANODIZED
CORNER BY TENANT. NO BRUSHED ANODIZED ALUMINUM
EXISTING I I
ALUMINUM BASE TO
i
EXPOSED FASTENERS ,t BASE TO MATCH EXISTING BASE
NEUTRAL PIER I
REMAIN TO REMAIN
:
I I
NEW 7-1/4" WIDE NEUTRAL PIER W/
�__..............__ ._ _ _
EXISTING RECESSED
-
0 5/8" GYP BD ALL 3 SIDES OVER 6" 18
= GA MTL STUDS AT 16" O.C. - GC TO
FIRE EXTINGUISHER
PAINT FACE AND ADJACENT
TO REMAIN
TENANTS SIDE GYP BD PER
NEW BRUSHED
3 5/8" LANDLORDS REQUIRED COLOR.
NEW 1/2" X 1/2" CLEAR
ANODIZED ALUMINUM
ALIGN TOP OF WALL WITH
ANODIZED ALUMINUM
1 -2 3/8'
BASE TO MATCH
7 1/4' ADJACENT STOREFRONT @ 16-1 7/8"
REVEAL BY TENANT CUT
EXISTING BASE
AFF FINISH TOP WITH GYP. BD.
INTO EXISTING NEUTRAL 3 5/8"
C�
PIER. NO EXPOSED 1'-6"
MALL NEW MALL BASE TILE ON FACE
FASTENERS
AND ADJACENT TENANT SIDE OF
2'-9 1/8"
MALL
NEUTRAL PIER. COORDINATE TILE
WITH LANDLORD.
G1
NOT USED
G4
NOT USED
G7
NEUTRAL PIER DETAIL
G10
NEUTRAL PIER DETAIL
6" = 1'-0"
6" = 1'-0"
1" = 1.4.
FASTENERS:
AT PLYWOOD FLOOR (MIN. 3/4" CDX):
PROVIDE (2) NO. 8 X 3/4" WOOD SCREWS AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP.
BD. EACH SIDE, 16" O.C. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE.
U_
AT CIP CONCRETE FLOOR:
PROVIDE HILTI X-DNI .145"OX 1" EMBED (POWDER -ACTUATED FASTENERS PER ES REPORT
ESR-1663) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX.
STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE.
AT POST -TENSIONED CONCRETE FLOOR:
PROVIDE HILTI X-DNI .1450X 3/4" EMBED (POWER -ACTUATED FASTENERS PER ES REPORT
ESR-1663) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX.
STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE.
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METAL STUDS
I
(PER ES REPORT 4943P), MAX.
HEIGHT 20'0".
AT ALL ACOUSTICAL
PARTITIONS (PARTITIONS
I
I
CONTAINING ACOUSTICAL
I
FINISH MATERIALS VARY
INSULATION), APPLY A FILLET
(MAX. WEIGHT EQUAL TO (2)
OF ACOUSTICAL SEALANT AT
LAYERS GYP. BD. EACH SIDE
BOTTOM CORNER OF TRACK, (
EACH SIDE, PRIOR TO
I I
.. PLUS APPLIED FINISHES
APPLICATION OF GYP. BD.
J__CONTINUOUS 20GA BOTTOM
TRACK WITH'HILTI' DN OR DS
SHOT PIN INTO SLAB AT 24"
O.C. (]CC #2269)
20 GA. MIN. TRACK
#10 SCREW CONNECTION AT
EACH STUD
D1
NOT USED
D4
PARTITION TO FLOOR CONNECTION
D7
NOT USED
D10
NOT USED
6" = 1'-0"
3" = 1'-0"
FOR SEISMIC SITUATIONS
3" = 1'-0"
W = 1'-0..
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AUG 3 1 2015
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PERMIT CENTER
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NOT USED
A4
NOT USED
A7
NOT USED
A10
NOT USED
1/2" = 1'-0"
6" = 1'-0"
3" = 1'-0"
" = �
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These drawings 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, 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.
D FOR
:1LIANCE
VIED 4 REGISTERED
2015 n
ARCHITECT_
kwila B( PAIR S. LEACH
I Vfl STATE Of- WASHINGTON
IVISION _.
AUG 2 7 2015
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DATE: /
15 SHEET:
SCALE:
DRAWN BY:
PROJECT No.:
AS NOTED
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DIVISION 0 -CONTRACT REQUIREMENTS
4. Installation
a. Install in accordance with manufacturer's instructions.
DIVISION 6 - WOOD AND PLASTIC
007200 GENERAL CONDITIONS
b. Prevent damage to and soiling of adjacent work.
c. New Concrete: Apply cure-seal-hardner to new concrete as soon as the concrete is firm
061000 ROUGH CARPENTRY
A. Dimension Lumber:
2. Acceptable Substrates For Outsulation Systems.
on
A. Unless otherwise agreed u b Contractor and Owner, in art or in whole, the "General Conditions of the
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enough to work on after toweling, except on colored concrete wait minimum of 30 days.
I. Spray on at rate of 200 square feet per gallon.
1. Lumber shall be manufactured in accordance with PS 20, and shall be stamped and graded in
a. Unglazed brick, cement plaster, concrete, or masonry.
b. Exterior grade gypsum sheathing meeting ASTM C79 requirements for water-resistant core or Type X
Contract for Construction," AIA Document A201, 1997 Edition, shall govern the Work.
II. Keep surfaces wet with cure -seal -hardener for minimum soak -in period of 30 minutes,
accordance
c. core at the time of application of the Outsulation System.
B. References to the "Owner" shall mean "T-Mobile".
without allowing drying out or becoming slippery. In hot weather clipperiness may appear before the 30 minute
with SPIB, WWPA, WCLIB, or NLGA grading rules.
d. Silicone treated gypsum core sheathing surfaced with inorganic fiberglass mats meeting ASTM C1177.
�
time period has ala sed If taht occurs apply more cure seal hardener as re
P P required to keep PP Y 4 P
entire surface in a non -slippery state for the first 15 minutes, for the remaining 15 minutes, mist
o
2. Moisture Content: Kiln dried to 19 /o maximum moisture content, except for material whose least
e. Exterior fiber reinforced cement and calcium silicate boards.
DIVISION 1 - GENERAL REQUIREMENTS
the surface as needed with water to keep the material in an non -slippery state.
dimension is 4 inches thick or greater.
f. APA Exterior or Exposure 1 rated Plywood, Grade C-D or better, nominal 13 mm (1/2 in), minimum 4
III. After this period, when treated surface becomes slippery lightly mist with water until
3. Species: Southern Pine, Hem -Fir, Spruce -Pine -Fir (SPF), or Douglas Fir Larch, unless indicated or
ply.
011000 SUMMARY
slipperiness disappears.
specified otherwise.
g. APA Exposure 1 rated Oriented Strand Board (OSB), nominal 13 mm % in).
IV. Wait for surface to become slippery again and then flush entire surface with
4. Architectural Lumber Grades: Unexposed non-structural wood framing and blocking indicated on the
h. Galvanized expanded metal lath 1.4 or 1.8 kg/m2 (2.6 or 3.3 Ibs/yd2) installed over a solid substrate.
A. This specification identifies requirements for several Projects, and may contain elements which do not
water removing all residue of cure -seal -hardener
Architectural Drawings shall be graded as follows:
i. Deflection of substrate systems shall not exceed U240.
apply to this particular project. Refer to the Drawings to determine whether the specified element applies
V. Squeegee surface completely dry, flushing any remaining slippery areas until no
a Blocking and Nailers: "Utility - Light Framing," or better.
j. The slope of inclined surfaces shall not be less then 6:12.
to this Project,
1
B. Definitions:
residue remains.
VI. Wet vacuum or scrubbing machines may be used to remove residue, provided
B. Panel Materials:
1. Miscellaneous Sheathing: APA Rated Sheathing; CD grade; Exterior; plywood or oriented strand board,
k. The length of inclined surfaces shall not exceed 305 mm (12in).
1. Landlord: Mall Developermanufacturer's
or Building
g Owner.
2. Owner: T-Mobile or owners representative (JLL), Tenant.
instruction are followed.
035416 HYDRAULIC CEMENT UNDERLAYMENT
unless approved otherwise; thickness x indicated.
2. Terminal Backboards: APA AC grade exterior; fire retardant treated.
B. PERFORMANCE REQUIREMENTS
1. Class PB EIFS: Comply with performance characteristics in EIMA's "EIMA Guideline Specification for
3. Use of Premises: Coordinate with Owner.
A. Summary:
ry:
C. Accessories:
Exterior Insulation and Finish Systems, Class PB."
4. Special Work Requirements (including allowable times for Work): Coordinate with Owner.
P Q (� 9 )
1. Cementitious underlayments as necessary for leveling of new or existing concrete floor substrates, as
1. Fasteners:
a. Standard Impact Resistance: 25-49 inch -lb (2.8-5.6 J) for areas above 7'-0".
5. Work performed by Owner under separate contracts (FOIO): Coordinate with Owner.
necessary to meet specified tolerances.
a Hot -dipped galvanized steel for exterior, high humidity locations.
b. High Impact Resistance: 90-150 inch -lb (10.2-17 J) for areas below 7'-0".
6. Owner Furnished Contractor Installed (FDIC) Items: Coordinate with Owner.
2. Cementitious toppings as necessary for leveling new or existing slabs at locations indicated to receive
b G-185 galvanized coating or stainless steel fasteners at treated wood locations.
c. Positive and Negative Wind -Load Performance: Capability to withstand wind loads indicated when
7. Applications for Payment: Coordinate with Owner.
S. Requests for Interpretation (RFIs): RFIs shall be submitted to the Owner's Representative who will
concrete sealer only.
3. Ramps and tapers as necessary to align levels between dissimilar finishes.
D. Wood Treatment:
tested per ASTM E 330.
P
2. Drainage: 3 samples capable of draining water, and having an average minimum true drainage efficiency
contact the Architect on an as -needed basis.
B. Environmental Requirements
q
1. Wood Preservative (Pressure Treatment):
of [90] percent when tested per EIMA 200.2.
1. Maintain surface and ambient temperature of between 50 and 80 degrees F for 24 hours before, during,
a Preservative treat all wood in contact with concrete, masonry, and moist conditions. Site treat sawn
3. Water -/Weather -Resistive -Barrier Coating: Comply with ICBO-ES AC24.
=
PROJECT MEETINGS
and 24 hours after underlayment installation.
y
ends with preservative treatment.
C. SUBMITTALS
A. Project
A. Project Meetings between Owner and Contractor will be scheduled by the Owner
2. Keep traffic out of area in which underlayment is being applied or cured.
b Preservative treat all wood and plywood at roof construction or other wood in moist conditions. Site
P �
1. Product Data: For each product indicated.
B. Architect's attendance will be upon written request of owner's representative.
C. Self Leveling Underlayment System: Self -leveling, pourable, cement based material, minimum 28 day
treat sawn ends with preservative treatment.
2. Shop Drawings: Include plans, elevations, sections, details, penetrations, terminations, fasteners, and
compressive strength 2,000 psi; minimum bond strength 200 psi; one of the following as recommended by
c For above ground use, use AWPA certified Ammonium Copper Quaternium (ACQ) or Copper
attachments to other work.
015000 TEMPORARY FACILITIES AND CONTROL
manufacturer for conditions, or approved.
Hydroxide Sodium Di methyldithiocarbamate (CDDC) waterborne preservative with 0.25 pounds per
3. Samples: For each EIFS and for each color and texture required.
A. All temporary facilities and controls, including the following, are to be coordinated entirely with the Owner.
1. Mapei Corporation "Ultraplan 1" or "Novoplan 1 2."
cubic foot of wood retention.
4. Field quality -control test reports.
1. Temporary Utilities, including electricity, lighting, heating and ventilation, water and telephone.
2. Ardex Inc. "K-15" Self -Leveling Underlayment Concrete
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d Treated wood shall have a maximum moisture content of 19%.
5. Product [test reports].
2. Dust control.
3. Laticrete International, Inc. "Laticrete 86 LatiLevel Thin Pour Underlayment.'
e Treated wood shall bear the quality stamp of an inspection agency approved by the jurisdictional
6. Maintenance data.
3. Barriers and enclosures.
4. Security.
D. Trowelable Underlayment System: As recommended by manufacturer for conditions, or approved:
1. Mapei Corporation "Mapacem 100" or "Planitop 10".
code authorities.
Fire Retardant Treatment At T es I and II Construction only):
( YP Y)�
D. QUALITY ASSURANCE2.
1. Installer Qualifications: Certified in writing b EIFS manufacturer to install manufacturer's system using
9 Y Y 9
5. Contractor designated areas, including parking and storage.
2. Ardex Inc. "SD-P" Fast -Setting Underlayment.
a Fire retardant treat all interior concealed lumber and plywood, and other wood as indicated or
trained workers.
3. Laticrete International, Inc. "Laticrete 220 Medium Bed Mortar mixed with "Laticrete 3701 Latex Mortar
specified. Provide exterior fireproofing at rooftop blocking, nailers, curbs, sheathing, and other
2. Source Limitations: Obtain EIFS through one source from a single EIFS manufacturer and from sources
016000 PRODUCT REQUIREMENTS
Admix."
locations subject to wetting during construction operations.
approved by EIFS manufacturer as compatible with system components.
A. Substitutions: Substitutions will not be allowed unless approved by owner and/or architect.
b All fire retardant treated wood materials shall bear a UL "FIR-S" label, or a label from an approved
3. Fire -Test -Response Characteristics: Where indicated, provide EIFS and system components identical to
E. Cementitious Toppings: For concrete surfaces at locations indicated to receive concrete sealer or not
inspection agency certifying that the material meets the requirements of AWPA C-20 Type A for
those of EIFS and system components tested per test method indicated below by UL or another testing
017329 CUTTING AND PATCHING
otherwise covered by flooring material; one of the following or approved:
lumber and AWPA C-27 Type A for plywood.
and inspecting agency acceptable to authorities having jurisdiction. Identify products with appropriate
A. Repair existing surfaces and construction as necessary to make Work complete, with all components
1. Self -Leveling Types:
c Treated lumber shall be kiln dried to a maximum moisture content of 19%; treated plywood shall be
markings of applicable testing and inspecting agency.
C7
matching and consistent.
91.
a Mapei Corporation "Ultrato Self -Leveling Abrasion -Resistant Topping.
P P P ' PP 9•
kiln dried to a maximum moisture content of 15%.
a. Flame Spread of Insulation Board and Finish Coats: 25 or less when tested individually per ASTM E 84.
B. Provide a smooth, even, and invisible transition new construction.
e
b Ardex Inc. "K-500" Self -Leveling Concrete Topping.
d Approved Products:
b. Smoke Developed of Insulation Board and Finish Coats; 450 or less when tested individually per ASTM E 84.
.
C. Seal all penetrations in walls, floors and ceilings. Major patching procedures shall be reviewed with the
2. Trowelable Types:
a Interior Fireproofing: Clear finish product, Hickson Corporation "Dricon," Hoover Treated Wood
E. MANUFACTURERS
Owner and the Building Owner, prior to proceeding.
a Mapei Corporation "Marecem 100" Fast -Setting Topping Mortar
Products "Pyro-guard," or Osmose Wood Preserving Co. of America, Inc. "Flame Proof LHC."
1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that
D. Existing Sprayed Fireproofing where occurs: Patch and repair existing sprayed fireproofing to match the fire
b Ardex Inc. "CD" Self -Drying Concrete Dressing.
E. Blocking and Nailers:
may be incorporated into the Work include, but are not limited to, the following:
rating of the existing construction. Hand patch using UL-approved materials and procedures.
F. Accessories: Furnish primers, patching compounds, and sand fillers as recommended by the underlayment
1. Provide blocking, nailers for all sheathing, roof construction, metal flashing, and other construction as
2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
E. Patching of Existing Concrete Slabs on Grade: In accordance with Section 030133.
manufacturer for the conditions of the project.
indicated.
a. Dryvit Systems, Inc.
F. X-Ray concrete slabs prior to any sawcutting for areas with possible post tensioned slabs
G. Preparation:
2. Wood Blocking: Install wood blocking to receive mechanical fasteners for support of electrical fixtures
b. Senergy Inc.; SKW-MBT Construction Chemicals.
1. Thoroughly mix underlayment materials for each type of product in proper proportions to achieve
and equipment, cabinets, doorstop plates, wood base, wainscots, coat hooks, and all other wall and
c. STO Corp.
017700 CLOSEOUT PROCEDURES
smooth
ceiling mounted components, unless specified otherwise.
3. Basis -of -Design Product: The design for EIFS[ with drainage] is based on Dryvit Outsulation System
A. As -Built Documents: Record documents, provided by the Contractor, which exactly indicate "as -built"
homogeneous mix, free of lumps.
3. Backing:
requirements. Subject to compliance with requirements, provide the named product or a comparable
conditions, will be as required by Owner and located per notes on the floor plan sheets.
2. With the exception of areas where leveling can be accomplished by use of latex underlayment, as
a Plywood backing shall be used in lieu of blocking at locations of wall -mounted standards, shelving and
product by one of the following manufacturers listed above.
B. Operation and maintenance manuals will be as required by the Owner.
C. Project Closeout Documents, including Warranty, Guarantees and request for Final Payment, will be as
specified in other sections, install cementitious underlayment to concrete slabs as indicated on the
Drawings, and as necessary to level slabs or bring substrates to proper elevation.
counters.
b Backing shall be mounted over face of studs beneath gypsum board and shall be continuous over
F. MATERIALS
1. Compatibility: Provide substrates, adhesive, fasteners, board insulation, reinforcing meshes, base- and
required by the Owner.
3. Inspect floor to verify that demolition is complete to the point where work may progress.
entire plane of wall; 1/2 inch thickness.
finish -coat systems, sealants, and accessories that are compatible with one another and approved for use
DIVISION 2 - EXISTING CONDITIONS
4. Survey floor as necessary to set screeds and reference points. Identify construction joints. Prepare for
c Secure backing with all edges on firm bearing.
g g g'
by EIFS manufacturer for Project.
2. Water -/Weather -Resistive -Barrier Coating: Formulation and accessories designed for indicated use.
g' g
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 affect
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
3. Primer/Sealer: Substrate conditioner designed to seal substrates from moisture penetration and to
u-
024119 SELECTIVE DEMOLITION
proper bonding and curing.
improve the bond between substrate of type indicated and adhesive used for application of insulation.
A. Demolish in an orderly and careful manner as required to accommodate the work. Where demolition
6. Verify that all areas to be leveled are at or below final design elevation. Grind down high spots as
072100 THERMAL INSULATION
4. Drainage Mat: Designed to drain incidental moisture by gravity; EIFS manufacturer's standard or product
exceeds that indicated, verify such demolition with the Architect prior to proceeding.
necessary to meet specified tolerance requirements.
A. Summary: Building insulation when indicated on the Drawings.
recommended in writing by EIFS manufacturer[ with manufacturer's standard corrosion -resistant
B. Protect existingstructural members. Contact the Architect prior to modifying structural members beyond
P fY� 9 Y
7. Set screeds, markers, and reference blocks. Set screeds at all construction and control joints to establish
B. Materials
mechanical fasteners suitable for intended substrate].
the extent indicated. Cease operations and notify the Architect immediately if continued demolition
weakened plane joints in underlayment.
1. Unfaced Batt and Blanket Insulation: ASTM C665, Type I; preformed unfaced glass fiber roll; flame
5. Spacers: Furring strips; EIFS manufacturer's standard or product recommended in writing by EIFS
operations might endanger the existing structure.
8. Apply primer to all areas to receive underlayment and toppings; repeat application if necessary to
spread of 25 or less and smoke developed of 50 or less when tested in accordance with ASTM E84;
manufacturer[ with manufacturer's standard corrosion -resistant mechanical fasteners suitable for
C. During demolition operations, notify the Architect of all conditions which differ substantially from those
achieve
oversize widths for friction -fit between metal framing.
intended substrate].
indicated, specified, or expected. Notify the Architect if previously unknown operational, or potentially
proper build.
2. Board Insulation: Extruded polystyrene; Dow Chemical Company "Styrofoam" or Owens Corning
6. ZAdhesive for Application of Insulation: MFR's Standard.
operational elements, are uncovered during demolition operations. Perform no demolition in such areas,
unless approved by the Architect.
H. Installation:
1. Install trowelable underlayment at locations where slopes are indicated and at other locations where
"Foamular 250."Accessories:
3. Separate Vapor Barrier for Batt Insulation: Foil scrim kra . FSK 25; flame spread of 25 or less and a
7. Molded, Rigid Cellular Polystyrene Board Insulation: Comply with EIFS manufacturer's requirements,
ASTM C 578 for Type I, and EIMA's "EIMA Guideline Specification for Expanded Polystyrene (EPS)
D. Provide temporary shoring as required to support existing construction against movement or overload
tapered fill is necessary to align the finished surfaces of the various floor finish materials.
smoke developed of 50 or less when tested in accordance with ASTM E84.
I
Insulation Board."
during demolition operations, until permanent supports are in place.
2. Install self -leveling underlayment at existing concrete slab surfaces to correct slab flatness and
4. Tape: To match insulation facing; 2 inch width.
a. Channeled Board Insulation: EIFS manufacturer's standard factory -fabricated profile with linear,
E. Except where noted or specified otherwise, take possession of materials being demolished, and
levelness.
5. Acoustic Insulaton: See Section 098100.
vertical drainage channels, slots, or waves on the back side of board.
immediately remove from site. Do not overload existing construction to remain with demolished materials.
3. Provide cementitious toppings at locations to remain exposed in the finished work.
C. Installation:
8. Reinforcing Mesh: Balanced, alkali -resistant, open -weave glass -fiber mesh treated for compatibility with
F. Carefully remove, store, and protect all materials and components to be reused.
4. Install underlayments and toppings; finish to a smooth uniform surface.
1. Install insulation in accordance with manufacturer's recommendations and as indicated.
other EIFS materials and complying with EIMA 105.01 and ASTM D 578.
G. Where possible without damage, remove, store, and protect existing materials and components not noted
5. Cure in accordance with the manufacturer's instructions.
2. Trim insulation neatly to fit spaces. Install without gaps or voids.
a. Standard -Impact Reinforcing Mesh: Not less than [4.0 oz./sq. yd. (136 g/sq. m)]
for removal, which if removed, would facilitate the new construction and reconditioning.
6. Tolerances: Very flat; level to within 1/8" in 10 feet.
3. Installation of Thermal Batt Insulation:
b. High -Impact Reinforcing Mesh: Not less than [15 oz./sq. yd. (509 g/sq. m)] 7'-0" down to FF.
W
H. Carefully remove, protect, and turn over as directed, materials and components claimed by the Owner for
I. Cleaning: As work proceeds, clean up excess materials, rubbish, and splash.
a Install insulation with vapor barrier toward warm side of building spaces. Vapor barrier shall be
c. Detail Reinforcing Mesh: Not less than [4.0 oz./sq. yd. (136 g/sq. m)].
salvage. Prior to demolition, contact the Owner to determine which items will be claimed.
continuous. Tape seal tears or cuts in vapor barrier.
d. Corner Reinforcing Mesh: Not less than [7.2 oz./sq. yd. (244 g/sq. m)].
I. Where cut edges of the existing construction will be visible in the completed work, cut in uniform straight
b At metal stud framing, insert the insulation edges tightly into the stud channels for a friction fit.
9. Base -Coat Materials: Standard mixture.
lines. Concrete and masonry shall be saw cut or core drilled.
DIVISION 4 - MASONRY
Where insulation butts the backside of stud channels, continuously tape insulation flanges to the
10. Waterproof Adhesive/Base-Coat Materials: Waterproof mixture.
J. Repair all demolition performed in excess of that required, at no additional cost to the Owner.
exposed mewl stud flange.
11. Primer: Factory -mixed elastomeric-polymer primer for preparing base -coat surface for application of
K. Utility Line Demolition:
Not Used
c Mechanical Fastening:
finish coat.
1. Verify locations of existing utilities prior to demolition.
4. At locations where no framing is present to support the insulation, provide metal impaling pins and
12. Finish -Coat Materials: [Standard acrylic -based coating with enhanced mildew resistance]. Colors,
2. Abandoned under -slab conduit shall be cut off below the finished surface line, and all conductors shall be
DIVISION 5 - METALS
retainers to hold the insulation firmly in position.
Textures, and Patterns: Reference exterior finish schedule on drawings.
removed. Patch and fill the opening flush with the finish.
5. Mechanically or adhesively bond the retaining pins to the substrate in accordance with the
13. Mechanical Fasteners: Corrosion -resistant fasteners consisting of thermal cap, standard washer and
3. Abandoned electrical conductors shall be removed back to the branch circuit panel, unless indicated
otherwise. Abandoned conduit which is exposed and readily accessible shall be removed. Leave
054000 COLD -FORMED METAL FRAMING
A. Summary:
manufacturer's recommendations.
6. Space pins at maximum 24 inches on center along the edges and within the field of the blanket. Place
shaft attachments, and fastener suitable for substrate.
14. Trim Accessories: Manufactured from UV -stabilized PVC and complying with ASTM D 1784 and
abandoned conduit which is concealed in existing construction to remain.
1. Light gage structural steel metal framing at exterior walls where indicated on the Drawings, and at soffit
edge ins within6 inches from the edge of the batt.
g P 9
ASTM C 1063.
4. Abandoned under -slab piping shall be removed and cut off flush with the floor line. Patch flush with the
construction supporting storefronts, display windows, and signage elements.
a Pack batt insulation in shim spaces at perimeter of window assembly to maintain continuity of thermal
G. INSTALLATION
I
floor.
2. Structural design of cold formed metal framing systems not indicated on the Structural Drawings.
barrier.
1. General: Comply with ASTM C 1397 and EIFS manufacturer's written instructions for installation of EIFS
5. Abandoned piping which is exposed and readily accessible shall be removed. Leave abandoned piping
B. System Description:
7. Separate Vapor Barrier Installation:
as applicable to each type of substrate indicated.
which is concealed in existing construction to remain. Cap all exposed ends.
1. Structural Design:
a Install separate vapor barrier over unfaced insulation.
2. Insulation: [Adhesively and mechanically] attach to substrate.
6. Indicate location of disconnected utilities on the Project Record Drawings as specified in Division 01.
a Size and arrange members to support dead and live loads in accordance code requirements.
b Install vapor barrier toward warm side of building spaces.
3. Expansion Joints: Install at locations indicated; where required by EIFS manufacturer; where expansion
L. Leave site in a condition acceptable to the Owner at all times. Remove demolished materials from site daily
b Design system to resist dead and live loads from windows, display cases, awnings, and other items
c Vapor barrier shall be continuous.
joints are indicated in substrates behind EIFS; where EIFS adjoin dissimilar substrates, materials, and
0
as work progresses. Do not overload existing structure with demolished materials.
indicated to be supported by cold formed metal framing.
d At locationswhere insulation is mechanically fastened by impaling pins, place vapor retarder over
construction; at floor lines in multilevel wood -framed construction; and where wall height changes.
M. Removal of Bonded Floor Finishes:
c Design system to resist 100 percent of the design load with a maximum deflection of U720.
impaling pins and hold in position with additional retainers. The installation shall present a tight,
4. Base Coat: Apply to exposed surfaces of insulation in minimum thickness recommended in writing by
1. Scrape, grind and otherwise remove existing floor finish and bonding materials as necessary to receive
d Anchorages shall be designed to simultaneously resist all vertical and lateral loads, with a safety
continuous, and wrinkle free appearance.
EIFS manufacturer, but not less than [1/16-inch (1.6-mm)] dry -coat thickness.
new floor finishes.
factor of 2.
a At light gage support framing, secure to studs with double stick tape or spray adhesive.
5. Reinforcing Mesh: Completely embed mesh in wet base coat, applying additional base -coat material if
2. Prepared surface shall present a uniform flat surface ready to receive the new floor finishes free of
2. Design system to accommodate building deflection, dynamic building movement, and temperature
f Lap joints in vapor barrier 2 inches, except provide tape sealed joints at locations where vapor
necessary, so reinforcing -mesh color and pattern are not visible.
telegraphing and other surface irregularities.
variations without damage to system components.
barrier will remain exposed in the finished work.
6. Double -Layer Reinforcing Mesh Application: Where indicated, apply second base coat and second layer of
3. New floor finishes shall not be installed over existing floor finish materials unless approved otherwise.
3. Configuration:
g Tape seal vapor barrier to adjacent construction at perimeter edges.
[standard] impact reinforcing mesh.
a Provide framing of depth indicated on the Drawings.
h Tape and seal tears or cuts in vapor barrier.
7. Double Base -Coat Application: Where indicated, apply in same manner and thickness as first application
DIVISION 3 - CONCRETE
b Where stud gage is indicated on the Drawings, provide studs of indicated or heavier gage.
c Where stud spacing is indicated on the Drawings, provide additional studs or closer spacing as
D. "R" Value Schedule:
1. Batt Insulation: Provide minimum 6 inch insulation thickness (R19) to fill stud cavity or greater to match
except without reinforcing mesh.
8. Finish Coat: Apply over dry [primer] and [base coat], maintaining a wet edge at all times for uniform
necessary to meet design requirements.
existing in similar applications, or as indicated on the Drawings,
appearance, in thickness required by EIFS manufacturer to produce a uniform finish of color and texture
030133 CONCRETE SLAB PATCHING
d In addition to cold formed metal framing, provide additional structural steel members as required to
2. Rigid Insulation: Provide minimum 2 inch insulation thickness (R10) or to match existing in similar
matching approved sample and free of cold joints, shadow lines, and texture variations. (Fine Sand
A. Quality Assurance: Perform work in accordance with ACI 301, as applicable.
support the loads imposed.
applications.
Textured Finish).
B. Concrete Materials:
1. Cement: ASTM C150, normal - Type 1 portland cement; gray color.
C. QualityAssurance:
1. Use only certified welders.
072401 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS)
A. Summary:P
H. FIELD QUALITY CONTROL
1. The contractor shall be responsible for the proper application of the Outsulation materials.
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2. Normal Weight Fine and Coarse Aggregates: ASTM C33
2. Calculate structural properties of framing members in accordance with the AISI "Specification for the
P P 9 P
1. Where Cement Plaster is indicated on the Drawings over existing CMU, provide direct applied exterior
2. Manufacturer assumes no responsibility for -site inspections or application its products.
'n
3. Accelerator: ASTM C 494, Type C or E, non -corrosive, non -chloride.
Design of Cold Formed Steel Members".
g
finish system (DEFS) over existing concrete masonry units as specified.
ion
writing the ualit of work performed relative to the substrate
3. If required, the contractor shall certify I g quality p re
q ty
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C. Concrete Mix: In accordance with ASTM C94, minimum 3000 psi 28 day compressive strength.
3. Structural Design: Structural Design of the framing system shall be b a structural engineer licensed to
9 9 Y Y 9
B. Applicator Qualifications:
system,details, installation procedures, workmanship and as to the specific products used.
D. Reinforcing:
o
practice in the State where the Project is located.
1. Minimum of 5 years experience in the application of DEFS of similar scope to the work indicated.
4. If required, the EPS supplier shall certify in writing that the EPS meets manufacturer's specifications.
1. Reinforcing Steel: ASTM C615, grade 40, unless indicated otherwise.
4. Regulatory Requirements:
2. Installer shall have been trained by the product manufacturer prior to bidding, and shall be currently
5. If required, the sealant contractor shall certify
q ty in writing that the sealant application is in accordance with
2. Chairs, Bolsters, Bar Supports, and Spacers: Sized and shaped for strength and support of
a Framingsystem shall meet the requirements of the jurisdictional code authorities.
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approved by the manufacturer to install warrantable DEFS system as specified.
the sealant manufacturers and manufacturers recommendations.
reinforcement
during installation and placement of concrete.
b Furnish all calculations, engineer's stamps, drawings, and other items required by the code
authorities to obtain approval of the installation.
C. Protection: Protect adjacent materials and this system from damage during installation, while curing or
I. CLEANING
1. All excess Outsulation System materials shall be removed from the job site by the contractor in
3. Fabricate as indicated and in accordance with ACI 315.
D. Components:
when unattended.
D. Approved Manufacturers:
accordance with contract provisions and as required by applicable law.
4. Dowel into existing slab at minimum 18 inches on center but in not less than 2 places along long side of
1. Cold Formed Light -gage Steel Framing: ASTM A653; types as indicated on the structural drawings; G60
1. Dryvit Systems Inc.
2. All surrounding areas, where the OutsulationSystem
System has been installed, shall be left free of debris and
concrete patch area.
galvanized coating.
2. STO Industries, Inc.
foreign substances resulting from the contractors work.
5. Place, support, and secure reinforcement against displacement.
2. Screws: ASTM C954; self drilling, self tapping; pan head; galvanized or fluoropolymer coated steel.
3. Senergy, Inc.
J. PROTECTION
6. Locate reinforcing splices not indicated on the drawings at points of minimum stress.
3. Zinc Rich Touch-up Paint: "Gals -weld", "Galvican", "ZRC Cold Galvanized Compound", or approved.
E. Materials:
1. The Outsulation System shall be protected from inclement weather and other sources of damage until dry
E. Placement:
E. Installation:
1. Provide manufacturer's standard materials as recommended for the installation.
and permanent protection in the form of flashings, sealants, etc. are installed.
1. Coordinate with other trades for installation and bedding of utilities.
1. Install light gage structural framing in accordance with ASTM C1007, unless indicated or specified
2. Base Coat: Manufacturer's standard polymer of modified cementitious base coat; maximum 30% cement
P Y
SECTION 07415 - COMPOSITE WALL PANELS (if noted on drawings)
2. Ensure that below grade construction is complete in the slab area to be patched.
otherwise, and as indicated on the Drawings.
dry factory pre -mixed formula, or packaged materials for consistent site mixing.
A. PERFORMANCE REQUIREMENTS
3. Replace existing subgrade materials to match existing. Replace and make continuous vapor barriers and
2. Screw or weld each joint. Welds shall be in accordance with AWS D1.3.
3. Finish Coat: Manufacturer's standard; 100% acrylic; custom integral color as selected b the Architect;
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1. Delegated Design: Design metal -faced composite wall panel assembly, including comprehensive
other similar construction disturbed or damaged during demolition or construction operations.
3. Metal framing members shall be saw or shear cut. No torch cutting is permitted.
listed b Underviriter's Laboratories Inc. as having a flames read of 25 o
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engineering analysis by a qualified professional engineer, using performance requirements and design
4. Recompact existing subgrade to 95 percent of maximum dry density as determined by ASTM D1557.
4. Construct corners with a minimum of 3 studs per corner.
4. Reinforcing Mesh: Manufacturer's standard alkaline resistant open weave glass fiber mesh; standard duty
criteria indicated. Structural Performance: Provide metal -faced composite wall panel assemblies capable
P P p
5. Patch slab with concrete having a minimum 28-day strength of 3000 psi; maximum water/cement ratio
5. Frame both sides of expansion and seismic joints. Do not bridge joints with system components or
and heavy duty.
of withstanding the effects of the following loads and stresses within limits and under conditions
ca
of 0.40. Use superplasticizer admixture as necessary for workability.
accessories.
5. Substrate Mesh Tape: Alkaline resistant open weave glass fiber mesh surfaced on one side with pressure
indicated, based on testing according to ASTM E 330:
6. Finish concrete to match adjacent surfaces.
6. Provide framing as required to form solid backing for all edges of sheathing, and trim accessories.
sensitive adhesive; type as recommended by system manufacturer.
2. Wind Loads: Determine loads based on the following minimum design wind pressures: 20 Ibf/sq. ft.
F. Curing:Moisture cure concrete for a minimum of 7 days, unless approved otherwise.
Y PP
floors.
7. Tolerances:
6. DEFS Trim:
_
3. Uniform pressure of acting (957 Pa) inward or outward.
4. Deflection Limits: Metal
G. Sealing and hardening concrete
a Plumbness: Plumb within 1/8 inch in 10 feet.
a. Products of V' o
Inyl C rporation (800 648 4695) are listed as a standard of approval. Similar and equal1.
-faced composite wall panel assemblies shall withstand wind loads with horizontal IE�IEwED
Manufacturers
b Location: Located within 1/4 inch of the required location.
products by Plastic Components (800-327-7077) may be used. Fabricate from exterior grade vinyl;
deflections no greater than [1/175 of the span at the perimeter and 1/60 of the span anywhere in the fE COMP
a. Acceptable Manufacturer: Curecrete Distribution, Inc; 1203 West Spring Creek Place,
c Alignment: Stud and runner faces to receive finish materials shall not vary greater than 1/8 inch
provide manufacturer's standard splice plates and connector clips for butt joint connections.
panel] < of the span.
APPRO�
Springville, UT 84663. ASD. Tel (800) 998-5664, Fax (801) 489-3307, Email:
from the required plane, with no abruptjogs or breaks in plane.
b. Corner Bead: CB158E.
B. Product Data: For each type of product indicated. Shop Drawings: Show fabrication and installation layouts
techsupport@ashfordformula.com. www.ashfordformula.com
d. Level: Level within 1/8 inch in 10 feet.
F. Installation:
of metal -faced composite wall panels; details of edge conditions, joints, panel profiles, corners, [-
2. Materials
a. Cure -Seal -Hardener: Ashford Formula; water -based chemically -reactive penetrating sealer
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.
1. Protect adjacent surfaces from contact with overspray and spatter of primers, adhesives, and finish coats.
2. At concrete anc CMU surfaces to receive finish coat only, remove all dirt, dust, form release agents,
1
anchorages, attachment system, trim, flashings, closures, and accessories; and special details. Distinguish SEP 4 2
among factory-, shop-, and field -assembled work. Samples: For each type of exposed finish required. .
and hardener, that seals by densifying concrete so that water molecules cannot pass
10. Attach cross studs or furring channels to studs for attachment of wall mounted items.
efflorescence, and other elements which would impair bond. Acid etch with muriatic acid.
Delegated -Design Submittal: For metal -faced composite wall panel assembly indicated to comply with
through but air and water vapor can, while allowing concrete to achieve full compressive
11. Install framing between studs for attachment of electrical boxes and other mechanical and electrical
3. Install DEFS in accordance with the manufacturer's recommendations,
performance requirements and design criteria, including analysis data and calculations signed and sealed
City Tuiv,
strength, minimizing surface crazing, and eliminating dusting.
items.
Control:
4. Provide finish coat only over existing concrete block surfaces as indicated on the drawings.
by the qualified professional engineer responsible for their preparation. Coordination Drawings: Exterior ®f
,
drawn MIME
I. Colorless, transparent, oderless, non -toxic, non-flammable.
F. Field Quality
5. Finish coating hall be applied as recommended by the exterior insulation and finish system
elevations, to scale, on which the following items are shown and coordinated with each other. DI\
II. Containing no colvents or volatile organic compounds.
1. The cold formed metal framing design engineer or his authorized representative shall visit the site to
manufacturer.
C. QUALITY ASSURANCE C� `i�i i1°Lid
III. Allowingtraffic on floors within 2 to 3 hours, with chemical process complete within 3 months.
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inspect the work. Verify and certify that framing sizes and materials are as required, that connections
6. Trowel apply skim coat of manufacturer's recommended fiber reinforced polymer modified mortar to
1. Manufacturer Qualifications: -
IV. No change to surface appearance except a sheen developed due to traffic and cleaning.
g pp P P g•
b. Water, Clean, Potable.
are
obtain smooth and flat surfaces within a tolerance of 1/8 inch in 10 feet, and to fill surface imperfections.
2. Minimum 5 years continuous experience manufacturing the panel material specified, with no outsourced AUG 3 1 2015
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properly executed, and that structural integrity of materials has been maintained.
Use bonding agent as necessary for adequate bond.
production processes.
3. Preparation
7. Apply color match primer.
3. ISO 9001 Certified.
a. Clean surfaces thoroughly prior to installation.
9 Y P
b. Prepare the methods recommended by the for the
8. Provide finish coat to match existing.
4. Fabricator Qualifications: Minimum 3 years experience on projects of comparable scope and scale, and
capable of field during Installer Qualifications: Minimum 3 PERMIT CENTER
surfaces using manufacturer achieving
best result for the substrate under the project conditions.
G. Clean -Up: Remove dirt and stains from DEFS surfaces and ad acent surfaces without damaging finishes.
07241 EXTERIOR INSULATION AND FINISH SYSTEMS - CLASS PB
providing service representation construction.
years experience on projects of comparable scope and scale, and capable of providing field service
.
A. SUMMARY
representation during construction. Fire -Resistance Ratings: Where indicated, provide metal -faced
1. This Section includes Class PB exterior insulation and finish system (EIFS)[ with drainage] applied over
composite wall panels identical those
P P n al to th of assemblies tested for fire resistance per ASTM E 119 by a
Substrate as indicated on drawings.
qualified testing agency. Identify products with appropriate markings of applicable testing agency.
a. Use, manufacturer, extent, texture and color are subject to T-Mobile/ Johnson Controls review, and approval
Preinstallation Conference: Conduct conference at Project site
1
2
3
4
5
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7
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These drawings 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, 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.
FOR
IANCE 10354
:D
115
REGISTERED
ARCHITECT
GLAIR S. LEACH
Ala STATE OF �AIASHINGTON
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AUG 2 7 2015
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D. WARRANTY
1. Special Warranty: standard or
p Y form In which manufacturer agrees to repair or replace
9 P p
12. Install wall panels to allow individual panels to "free float"
fl at and be installed and removed
p P v d without
C . Installation:
1. Fit and prepare
re doors for installation in accordance with the door printed instructions.
P P h h r manufacturer's
G. Fabrication:
1. Fabricate frames allowing for shims spacing around perimeter of assembly, et enabling installation.
9 P 9 P Y, Y 9
components of metal -faced composite wall panel assemblies that fail in materials or workmanship within
disturbing adjacent panels.
9 1 P2.
2. Provide clearances of 1/8 inch at jambs and heads and 3/8 inch from bottom of door to top of decorative
door
Rigidly fit joints and corners. Accurately fit and secure corners tight. Make corner joints flush, hairline,
specified warranty period.
13. Do not apply sealants to joints unless otherwise indicated on Drawings.
pp Y 1 g •
floor finish or covering, except where threshold is shown or scheduled provide 1/4 inch clearance from
and weatherproof. Seal joints with sealant.
2. Warranty Period: [Ten] years from date of Substantial Completion.
L. ACCESSORY INSTALLATION
bottom of door to top of threshold.
3. Provide drainage holes to allow water to flow to exterior.
3. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair
1. General: Install accessories with positive anchorage to building and weathertight mounting and provide
4. Prepare components to receive anchorage devices. Fabricate anchorage items.
p p g g
finish or replace metal -faced composite wall panels that show evidence of deterioration of factory -applied
for thermal expansion. Coordinate installation with flashings and other components.
083100 ACCESS DOORS AND PANELS
5. Provide internal reinforcement in mullions with members to maintain rigidity. Provide reinforcing at all
finishes within specified warrant period.
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2. Install components required for a complete metal faced composite
m I wall panel assembly including t' p q p p p y lu ng trim,
A. Quality Assurance:
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door strike jambs.
1
4. Finish Warranty Period: [20] > years from date of Substantial Completion.
copings, corners, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items.
1. Where access doors are installed in construction with an hourly fire resistance rating, provide door and
6. Fabricate storefront system to accommodate hardware using templates furnished from Section 087100.
PRODUCTS
3. Flashing and Trim: Comply with performance requirements, manufacturer's written installation
frame assemblies labeled by Underwriter's Laboratory, Warnock Hersey, or any other testing laboratory
7. Fabricate custom extrusions, closures, and sheet materials to the shapes indicated; fabricate for
E. PANEL MATERIALS
instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where
approved by the local code authorities to meet the requirements of the fire rated assembly.
attachment with concealed fasteners to the greatest possible extent.
1. Aluminum Sheet: Coil -coated sheet, ASTM B 209), alloyas standard with manufacturer, with temper as
p
possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that
B. Acceptable Manufacturers:
P
8. Finish:
mil minimum thickness; clear, unless
a. Anodized Finish: Manufacturer's standard anodized finish;
required to suit forming operations and structural performance required.
will be permanently watertight and weather resistant.
1. Milcor, Inc., Lima, OH.
2. J.L. Industries, Bloomington, MN.
.7
indicated otherwise on the Drawings. Provide at all exposed aluminum surfaces.
2. Surface: [Smooth, flat] [Embossed] finish.
M. ERECTION TOLERANCES
H. Installation:
3. Exposed Coil -Coated Finishes:
1. Installation Tolerances: Shim and align metal -faced composite wall panel units within installed tolerance
3. Karp Associates, Inc., Maspeth, NY.
4. Sy
stems ysems Corporation, Tucker, GA.
1. Install frames, doors, and hardware in accordance with manufacturer's instructions.t
a Two -Coat FEVE Fluoropolymer: AAMA 620.
of 1/4 inch in 20 feet (6 mm in 6 m), nonaccumulative, on level, plumb, and location lines as indicated
5. Nystrom, Minneapolis, MN
2. Use anchorage devices to secure) attach frame to structure.
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b Fluoropolymer finish containing 100 percent FEVE resin in color coat.
Three FEVE Fluoropolymer: AAMA 620.
and within 1/8 inch (3-mm) offset of adjoining faces and of alignment of matching profiles.
N. CLEANING
C. Door Types:
3. Align frames plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with
c -Coat
d Fluoropolymer finish containing 100 percent FEVE resin in both color coat and clear topcoat.
1. Remove temporary protective coverings and strippable films, if any, as metal -faced composite wall
1. Fire Rated Metal Access Door for use at Rated Partitions:
a Flush type design.
adjacent work.
4. Install aluminum flashings at head and sill. Finish to match storefront and windows.
e Two -Coat PVDF Fluoropolymer: AAMA 620.
panels are installed unless otherwise indicated in manufacturer's written installation instructions. On
b 16 gage frame; minimum 20 gage steel welded an door panel insulated with non-combustible filler
g g g g P p
5. Perimeter sealant is provided under Section 079200.
f Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat.
completion of metal -faced composite wall panel installation, clean finished surfaces as recommended by
c Self closing and self latching, with interior latch release
6. Adjust hardware installed in this section for smooth operation.
g Three -Coat PVDF Fluoropolymer: AAMA 620.
panel manufacturer. Maintain in a clean condition during construction. After metal -faced composite wall
P g P
d Fully concealed pin type hinges or continuous piano hinge, 175 degree opening.
7. Protect aluminum from dissimilar materials with a coating of bituminous paint, a minimum 1-mil
In Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and
panel installation, clear weep holes and drainage channels of obstructions, dirt, and sealant.
a Ring turn latch.
thickness of zinc chromate primer, plastic separator materials, or isolation tape. Keep isolation materials
clear topcoat
4. Exposed Anodized Finishes:
END OF SECTION 07415
2. Non Rated Metal Wall and Ceiling Access Door for use at Back -of -House (BOH) Areas:
unexposed to view.
=
a Color Anodic Finish: AAMA 611, [AA-M12C22A42/A44, Class I, 0.018 mm] [AA-M12C22A32/A34, Class
II, 0.010 mm] or thicker.
079200 JOINT SEALANTS
a Flush type design.
b 16 gage steel frame; 14 gage steel door panel.
087100 DOOR HARDWARE
A. Supplier: Finish hardware shall be supplied b recognized builders' hardware supplier who has been
PP � pp � Y 9 pp
b Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored acrylic or
A. Quality Assurance: Use only skilled installers specially trained in the techniques of sealing, and familiar
c For installation in drywall: Integral attachment flange and drywall bead for flush installation.
furnishing hardware in the same area as the project for a period of not less than two years. The supplier's
polyester backer finish, consisting of prime coat and wash coat 0.5 mil with a minimum total dry film
with the published recommendations of the manufacturers of the sealants being used.
P g
d Fully concealed pin type hinges or continuous piano hinge, 175 degree opening.
organization shall include a member of the American Society of Architectural Hardware Consultants who is
thickness of (0.013 mm)
B. Sealants:
a Hardware: Screw driver slot, quarter turn cam lock for interior locations; 2'-0" o.c., maximum.
available at all reasonable times during the course of the work to meet with the Owner, Architect or
.
5. Panel Sealants: ASTM C 920.
1. Type S - Neutral Cure Silicone Sealants:
3. Non Rated Concealed Drywall Access Door for use at Sales Floor areas:
Contractor for project hardware consultation.
P 1
F. MISCELLANEOUS METAL FRAMING
a Dow Corning, 790 Silicone Building Sealant or 795 Silicone Structural Glazing and WeatherproofingB
9, 9 g
a Recessed type design.
b Minimum 13 gage steel frame; minimum 16 gage steel door panel recessed to receive drywall.
Installer• i is a s experienced tradesmen in compliance with trade union
. Finish h hardware shall be installed only by expert n p
1. Miscellaneous Metal Framing, General: ASTM C 645, cold -formed metallic -coated steel sheet, ASTM A
9, [
Sealant.
b Pecora, 890 Architectural Silicone Sealant.
c Integral attachment flange and drywall bead for flush installation.
jurisdictions, either at the door and frame fabrication plant or at the project site.
C. Codes:
653/A 653M, G40 (Z120) hot -dip galvanized] or coating with equivalent corrosion resistance unless
otherwise indicated.
2. Subgirts: Manufacturer's standard C- or Z-shaped sections 0.064-inch (1.63-mm) nominal thickness.
c Tremco "Spectrem 1 or 3."
2. Type PT: ASTM C920, Type S, Grade P, class 25; Tremco "THC 901", Sonneborn "Sonolastic SL 1",
d Fully concealed pivot rod hinge.
a Latches: Screw driver operated cam latch.
4. High -Security Wall Access Door:
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
3. Zee Clips: 0.079-inch (2.01-mm) nominal thickness. Base or Sill [Angles] [Channels]: 0.079-inch
Pecora "Urexpan NR-201", or approved.
3. Type PTNS: ASTM C920, Type M, grade NS, Class 25; Pecora "Dynatred," Tremco "HPL," or approved;
a Karp Associates, Inc., "DSB-123SD Security Access Door," Nystrom "HS-GMZ" or approved.
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
(2.01-mm) nominal thickness.
Rigid Furring Channels:
4. Hat -Shaped, g g
custom colors to match Architect's samples.
4. Type A: ASTM C834; Tremco "Acrylic Latex Caulk", Pecora "AC-20", Sonneborn "Sonolac" 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
doorframe labels.
3. Provide smoke seals as required at each fire -rated opening.
q p g•
5. Nominal Thickness: [As indicated] [As required to meet performance requirements] [0.025 inch (0.64
5. Type SM: Mildew Resistant Silicone Sealant: USDA Approved; Dow Corning 786 by Dow Chemical, GE
sidesDoor: 10 gage steel plate.
.
D. Delivery: Deliver all hardware in manufacturers' original unopened undamaged packages, clearly identifying
mm)] >.
6. Depth: [As indicated] [1-1/2 inches (38 mm)]
Sanitary Sealant or approved; clear.
C. Accessory Materials:
d Door: 10 gage steel plate.
a Hinges: Provide fully concealed hinge(s).
manufacturer, brand name, and contents.
E. In addition to required one year warrant under Conditions of the Contract, furnish 5-year unconditional
q y Y y
CD
7. Cold -Rolled Furring Channels: Minimum 1/2-inch- (13-mm-) wide flange.
8. Nominal Thickness: [As indicated] [As required to meet performance requirements] [0.064 inch (1.63mm)] <
1. Primer: Non -staining type, recommended b sealant manufacturer to suit application.
9 YP Y pP
f Lock: prepared for interchangeable 5-pin cylinder lock, as specified in Section 087100.
Weatherstrip: Provide continuous seal as necessary to rl . Pr I n maintain assembly watertight closed.
9 P rY Y 9
guarantees for all door closers, under provisions of Division 1.
F. Factory representatives for door closers, exit bolts, and locksets shall be available during the construction
9. Depth: [As indicated] [ 3/4 inch (19 mm)] <
2. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible
with joint forming materials.
h Finish: Factory primed for field finish with manufacturer's standard rust -inhibitive powder coat, color
to instruct the Contractor on the proper method of installation of their materials. They shall inspect and
10. Furring Brackets: Adjustable, corrugated -edge type of steel sheet with nominal thickness of 0.040 inch
(1.02. mm)
o
3. Joint Filler: Closed cell polyethylene foam; round profile; thickness: 130 /o of joint width.
to match adjacent construction.
D. Minimum Sizes: Provide access doors in sizes indicated. When not indicated or specified otherwise, provide
adjust their materials at the completion of the work, and supply proper maintenance manuals to the
11. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-(1.57-mm-) diameter
Pressure sensitive tape recommended b sealant manufacturer to suit application.
4. Bond Breaker:p y pp
12" x 12" size for hand access, and 24" x 24" size for man entry.
Owner.
G. Furnish 2 sets of special tools for installation and maintenance of hardware. Tools for maintenance and
wire, or double strand of 0.048-inch- (1.22-mm-) diameter wire.
5. Compressible Foam Sealant: Precompressed prefaced self-adhesive open cell polyurethane foam tape;
E. Installation:
adjustments are to be delivered to the Owner upon completion of the work.
G. MISCELLANEOUS MATERIALS
"Backerseal" by Emseal Joint Systems, Ltd., or approved.
1. Provide access doors in the locations indicated, and for access to balancing and fire dampers, trap
H. In general, unless otherwise indicated, finishes shall be satin chrome US26D.
1. Aluminum Extrusions: ASTM B 221
D. Preparation:
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primers, valves, fans, terminal units, and other equipment requiring periodic inspection through finished
I. General: Construction masterkey all locksets and cylinder items; provide 6 construction masterkeys.
2. Fasteners: Self -tapping screws, bolts, nuts, self-locking rivets and bolts, end -welded studs, and other
suitable fasteners designed to withstand design loads. Provide exposed fasteners with heads matching
1. Clean and prepare joints in accordance with manufacturer's instructions. Remove loose materials and
other foreign matter which might impair adhesion of sealant.
walls or ceiling, whether indicated or not.
2. Coordinate access requirements with other trades.
J. Keying: Contractor shall be responsible for final keying, as follows:
1. Consult with Owner's authorized representative and prepare detailed keying schedule accordingly.
color of metal -faced composite wall panels by means of plastic caps or factory -applied coating. Provide
2. Apply masking tightly around joints to protect adjacent surfaces from excess sealant.
3. Provide concealed drywall access doors unless fire rated access doors are required because of fire rated
Owner's representative will coordinate keying requirements with authorized representative of Hardware
EPDM, PVC, or neoprene sealing washers.
3. Prime as required for proper bond to substrate materials,
construction.
Supplier.
3. METAL -FACED COMPOSITE WALL PANELS
4. Place backing materials to achieve proper sealant width/depth ratios. Use bond breaker where required.
2. Stamp "Do Not Duplicate" on all keys.
4. General: Provide factory -formed and -assembled, metal -faced composite wall panels fabricated from two
metal facings bonded, using no glues or adhesives, to solid, extruded thermoplastic core; formed into
I E. Installation:
1. Perform work in accordance with ASTM C1193, unless specified otherwise or recommended otherwise by
083326 OVERHEAD COILING SHUTTERS
A. Overhead coiling shutter assemblies shall include shutters, guides, brackets, counterbalance, hood, motor,
K. Butts:
1. In the following paragraphs where Hager numbers are listed, equivalent items of Lawrence, McKinney
profile for installation method indicated. Include attachment system components and accessories
the sealant manufacturer.
control mechanisms, and other accessories required for a complete installation.
Sales Company, or the Stanley Works may be supplied.
required for weathertight system.
2. Sealant beads shall have a sectional width to depth ratio of 2 to 1, except that sealant type PT shall be
B. Quality Assurance
2. Exterior doors (outswing) 38" wide or less shall have Hager BB1191 butts, size 4 1/2 x 4 1/2.
LL
5. Fire -Retardant Core: Noncombustible, with the following surface -burning characteristics as determined
installed full depth without backing.
1. Installers: Installation shall be performed by a factory trained and authorized representative.
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C. Approved Manufacturer (one of the following, no substitutions):
3. Interior doors 38" wide or less shall have Hager BB1279 butts, size 4 1/2 x 4 1/2.
by testing identical products per ASTM E 84 by UL or another testing and inspecting agency acceptable to
3. Install Type PTNS sealant full depth in tile expansion joints with no backer rod.
YP 1 P P
1. QMI Security Solutions (Itasca IL; 630-529-71 1 1)
4. Provide butts on exterior doors with non -removable pins (set screw in barrel, pin non -removable when
authorities having jurisdiction:
4. Tool joints concave, unless indicated otherwise. Finish free of air pockets, foreign embedded matter,
ridges, and sags.
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D. Shutter Type: As indicated and in accordance with T-Mobile national account requirements.
door is closed), and safety stud.
5. Provide full threaded wood screws for wood doors and/or jambs.
6. Flame -Spread Index: 25 or less.
7. Smoke -Developed Index: 450 or less.
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t i joints subject to dirt moisture and traffic during the sealant curing process. Protection
F. Protect sealant n J J g g p
E. Examination
6. Butt widths listed are minimum. Provide butts of wider throw to suit conditions for 180° operation of
8. Basis -of -Design Product: Subject to compliance with requirements, provide ALPOLIC, Division of
shall be able to resist traffic while remaining securely in position.
1. Prior to starting work, carefully inspect installed work of other trades and verify that such work is
complete to the point where work of this Section may properly commence. Notify the Architect in writing
doors, structural conditions permitting.
Mitsubishi Chemical America, Inc.; ALPOLIC ALPOLIC/fr or a comparable product from one of the
[ 1 [ ] P P
G. Schedule:
1. Type S: Provide at all exterior joints unless specified otherwise; standard colors as selected by Architect.
of conditions detrimental to the proper and timely completion of the work.
7. Types: As indicated on the Drawings.
L. Locksets, Deadlocks, Cylinders and Padlocks:
following:
g:
a Alcan Composites USA Inc.; [Alucobond]
2. Type PT: Provide at all exterior horizontal joints subject to traffic and abrasion; standard colors as
2. Do not begin installation until unsatisfactory conditions are resolved. Beginning work constitutes
acceptance of site conditions and responsibility for defective installation caused by prior observable
1. Manufacturer:
b Alcoa Inc.; Reynobond [PE]
selected by Architect.
conditions.
a Locks and Deadlocks - as noted in hardware schedule on drawings
b Cylinders Padlocks drawings
c CENTRIA Architectural Systems; Formabond Wall System.
3. Type PTNS: Provide at all expansion joints in tile; custom colors to match grout samples submitted by
F. Installation
and - as noted in hardware schedule on
�
d Citadel Architectural Products, Inc., Envelope 2000 [(RS)]
the installer.
4. Type A: Provide at all interior joints, unless specified otherwise; standard colors to match adjacent
1. Install shutter and operating equipment complete with accessories in accordance approved shop
2. Provide new cylinder at each existing door that has deadlock or lockset.
Y 9
prod to protect trim.
3. Provide lock strikes with minimum j p
e Copper Sales, Inc.; UNA-FAB [Series 1000].
construction.
drawings, and manufacturer's recommendations.
4. Provide wrought boxes for locksets and deadlocks.
des
f Protean Construction Products, Inc.; ACM 100.
9. Aluminum -Faced Composite Wall Panels: Formed with 0.020-inch- (0.50-mm-) thick, coil -coated,
5. Type SM: Provide at joints around countertops in Bach of House (BOH) and Restrooms.
G. Field Quality Control
1. Verify that moving parts operate smoothly, coiling shutters are free from warp, twists, or distortion,
5. Provide deadlocks with armored fronts.
6. Function as indicated in hardware groups.
aluminum sheet facings.
DIVISION 8 -DOORS AND WINDOWS
shutters remain'in required position, and safety features function properly.
7. Dead bolts at exterior doors shall have a minimum throw of 1 inch and minimum embedment of 3/4
10. Panel Thickness: [0.157 inch (4 mm)]
2. Repair damage to overhead coiling shutters to match manufacturer's original finish. Replace components
inch.
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11. Core: [Standard] [Fire retardant if required by code].
081113 HOLLOW METAL DOORS AND FRAMES
which cannot be properly repaired.
H. Adjust
8. Types: As indicated on the Drawings.
12. Exterior Finish: 2-coat fluoropolymer
A. Summary:
M. Electronic Hardware
13. Color: As selected by Architect from manufacturer's full range of finishes a noted on drawings.
1. Interior door frames to be noted on door schedule provide "Timely" (or equal) pre -finished door frame systems (metal) for
1. Adjust
j t mechanism so moving parts operate smoothly.
I. Color
1. Types: As indicated on the Drawings.
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14. Attachment System Components: Formed from material compatible with panel facing. Include
Back of House installations.
-
N. Door Closers:
manufacturer's standard panel clips and anchor channels
2. Exterior doors and frames, when indicated on the Drawings.
1. Provide anodized aluminum finish, regardless of storefront window color.
1. Manufacturers:
H. ACCESSORIES
1. Wall Panel Accessories: Provide components required for a complete metal -faced composite wall panel
p q P P p
B. Regulatory Requirements:
1. Where required, installed frame and door assembly shall conform to NFPA 80 for fire rated class
SECTION 08410 - ALUMINUM ENTRANCES, STOREFRONT AND ALL GLASS STOREFRONT
a Overhead Closers: Corbin Russwin or LCN.
b Floor Closers: Rixson.
assembly including trim, copings, fascia, mullions, sills, corner units, clips, flashings, sealants, gaskets,
indicated.
A. QUALITY ASSURANCE
2. All overhead closers to be mounted on interior side of door. No thru bolts.
fillers, closure strips, and similar items. Match material and finish of metal -faced composite wall panels
2. Where doors are noted with an hour) fire resistance rating,
y g, provide door and frame assemblies labeled
1. Conform to applicable accessibility
pplicabl code for locating hardware.
2. Conform to all applicable energy codes
brackets and ro er length arms to suit all conditions. Provide arm options as
3. Provide mountingproper g p
unless otherwise indicated.
2. Flashing and Trim: Formed from 0.018-inch- (0.46-mm-) minimum thickness, zinc -coated (galvanized)
't
by Underwriter's Laboratory (UL), or another testing laboratory approved by the local code authorities, to
meet the hourly fire rating noted. Assemblies shall meet code requirements for positive pressure when
B. FABRICATION
1. Aluminum Entrances Doors: Medium stile profile. Aluminum Storefront: Flush glazing system designed to
scheduled or recommended by manufacturer. Finish shall match locksets
4. Sizes shall be as recommended by the manufacturer. Closers shall have a 5-year unconditional
- coil coating. flashing and
steel sheet o aluminum -zinc alto coated steel sheet prepainted with r Y p p 9 9
trim as required to seal against weather and to provide finished appearance. Locations include, but are
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required.
3. Include "S" label on fire rated door assemblies located at 1 hour rated exit corridors.
receive 1/4 inch I 3 c ace width
glass; 1 /4 inch f I h x 4 1/2 inch depth. All Glass Storefront: 6" high x 2" wide
guarantee.
5. Provide standard full covers at overhead closers; finish to match arms, unless otherwise indicated.
not limited to, bases, drips, sills, jambs, corners, endwalls, framed openings, rakes, fascia, parapet caps,
C. Quality Assurance:
aluminum bottom rail with 4 inch top rail. Provide satin finish.
6. Closure Pressure: Set to 5 pounds for both exterior and interior doors, per current
soffits, reveals, and fillers. Finish flashing and trim with same finish system as adjacent metal -faced
9 Y J
1. Conform to requirements of ANSI A250.8.
2. Door Hardware:
requirements of the Americans with Disabilities Act, unless required otherwise by local jurisdictional
composite wall panels.
I. FABRICATION
D. Acceptable Manufacturers: Members of the Steel Door Institute and of the National Association of
a. Pivots: Manufacturer's standard, offset type.
b. Closers: Concealed overhead, manufacturer's standard.
authorities.
7. Types: As indicated on the Drawings.
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1. General: Fabricate and finish metal -faced composite wall panels and accessories at the facto to
P p factory
Architectural Metal Manufacturers, subject to compliance with specified requirements.
E. Materials: Steel sheet, cold rolled ASTM A366, or hot rolled pickled and oiled sheet conforming to ASTM
c. Exit Devices: Manufacturer's standard; cylinders specified r' Section 08710.
O. Door Stops and Overhead Stops:
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greatest extent possible, by manufacturer's standard procedures and processes, as necessary to fulfill
A569, minimum 30% recycled content.
d. Push and Pull hardware: To be selected from manufacturer's standards unless otherwise indicated.
C. MATERIALS
1. Manufacturer:
a Ives as scheduled.
indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles
and with dimensional and structural requirements.
F. Interior Door Construction:
1. ANSI A250.8; seamless; minimum 18 gage face sheets, 16 GA at inventory room.
1. Aluminum Extrusions: ASTM B 221, 6063-T5 alloy and temper. Glass, Glazing Gaskets, and Accessories:
Specified in Section 08800.
b Rixson
2. Locate floor stops free from foot traffic.
I)IS
2. Fabricate metal -faced composite wall panels in a manner that eliminates condensation on interior side of
2. Core: Vertical steel stiffeners with sound deadeningfill between stiffeners, or resin impregnated kraft
D. FABRICATION
3. Types: As indicated qtmp
062:L3
between designed to form weather tight seals.
.
on the Drawings.
panel and with joints panels
paper honey comb core.
1. Finish: Class 2 anodized; See elevations for color.
P. Pus Bars and Sets:
3. Metal -Faced Composite Wall Panels: Factory form panels in a continuous process with no glues or
3. Provide continuously welded seamless edges. No plastic fillers will be accepted.
pee:
1. Types: As indicated on the Drawings.
adhesives between dissimilar materials. Trim and square edges of sheets with no displacement of face
G. Exterior Door Construction:
084113ALUMlNUM-FRAMED ENTRANCES AND STOREFRONTS
Q. Weatherstrip, Thresholds, Door Bottom and Gaskets: •
sheets or protrusion of core material.
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1. ANSI A250.8; seamless; minimum 16 gage face sheets.
A. Summary:
1. Manufacturer: Pemko Mfg. Co., or approved equal by Rixson. '
angles to be shay and true with surfaces free from war and buckle.
4. Form panel lines, breaks, and ang p p
Fabricate panels with sharply cut edges, with no displacement of face sheets or protrusion of core
2. Core: Polystyrene or polyurethane foam core.
3. Special Construction Requirements:
1. Exterior aluminum framed storefront and window systems.
2. Interior aluminum framed storefront systems.
2. Types: As indicated on the Drawings.
R. Miscellaneous:
material.
a Provide continuously welded seamless edges, No plastic fillers will be accepted.
3. Aluminum framed glass doors.
1. Provide silencers for all doorjambs, 3 for single jambs and 4 for double jambs.
5. Fabricate panels with panel stiffeners, as required to comply with deflection limits, attached to back of
b Close top edges of exterior doors flush with steel filler cap; seal joints watertight.
B. References:
2. Types: As indicated on the Drawings.
panels with structural silicone sealant or bond tape.
c Cut mortises for butts using appropriate templates; universal non -handed preparation of doors is not
1. American Society for Testing and Materials (ASTM):
S. Furnish for each door the items scheduled within the designated hardware groups as shown on the
6. Dimensional Tolerances:
acceptable.
2. B209 - Aluminum and Aluminum Alloy Sheet and Plate.
Drawings.
a Panel Bow: 0.5 percent maximum of panel length or width.
H. Frames:
3. B221 - Aluminum Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes.
T. Adjustments and Testing:
b Squareness: 0.25 inch (5 mm) maximum.
1. Design: Double rabbet, except flat, cased opening frame where indicated on plans, unless specified or
4. E283 - Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors.
1. Adjust and check each operating item of hardware and each door to ensure proper operation of function
c Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendations in SMACNA's
indicated otherwise; fully welded.
5. E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air
of every unit.
"Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics
2. gages:
Pressure Difference.
2. Lubricate moving parts with graphite type lubricant unless otherwise recommended by the hardware
U
of item indicated.
a Exterior Frames: Minimum 14 gage.
6. Architectural Aluminum Manufacturer's Association (AAMA).
manufacturer.
J. PREPARATION
b Interior Frames: Minimum 16 gage for frames of door openings up to and including 4 feet in width;
C. System Description:
3. Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for
1. Miscellaneous Framing: Install subgirts, base angles, sills, furring, and other miscellaneous wall panel
14 gage for frames greater than 4 feet in width.
1. Performance - Exterior Aluminum Window and Storefront System:
the application made.
support members and anchorage according to ASTM C 754 and metal -faced composite wall panel
I. Finish:
a. System shall accommodate expansion and contraction caused by a temperature range of 20 degrees
4. Adjust closer pressures as specified in Section 087100, unless otherwise required by jurisdictional
manufacturer's written instructions.
1. Interior Frames: Manufacturer's standard rust -inhibitive primer.
to 140 degrees o detrimental effects to components,
r F. without d trlmen I ff m nents sealing systems, and surrounding
9 P 9 Y 9
authorities.
K. METAL -FACED COMPOSITE WALL PANEL INSTALLATION
2. Exterior Frames: Hot di galvanized zinc coating conforming to ASTM A653 A60 60 oz/s ft. coating
P 9 9 9 (• q 9
construction.
5. Testing:
9:
1. Attachment System Installation, General: Install attachments stem required to support metal -faced
Y Y q PP
weight), with manufacturer's standard primer to receive coating system specified in Section 099000.
b. Design system with provisions to drain moisture to the exterior of the system.
a Test closer for compliance with requirements of Section 087100, including opening force and closing
p q g p g g
composite wall panels and to provide a complete weathertight wall system, including subgirts, perimeter
J. Installation of Frames:
c. Air Infiltration: Shall not exceed .05 CFM r square foot of fixed area when tested in accordance with
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speed required by jurisdictional authorities.
extrusions, tracks, drainage channels, panel clips, and anchor channels.
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2. Include attachment to supports, panel -to -panel joinery, panel -to -dissimilar -material joinery, and
1. Install frames in accordance with SDI-105 and in accordance with labeling requirements.
2. Coordinate with wall construction for anchor placement.
ASTM E283.
d. Water Infiltration: No water penetration at a test pressure of 6.24-lb/sq ft. when measured in
b Provide testing
g device, operate test at each door, and provide a written report on results of tests.
c Testing device shall remain in the possession of the Owner.
panel -system joint seals.
3. Installation Tolerances; Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to
accordance with ASTM E331.
3. Do not begin installation until weather barrier and flashings that will be concealed by composite panels
corner.
2. Window and Storefront Structural Design:
087300 DOOR AND HARDWARE INSTALLATION
are installed.
4. Door and hardware installation is specified in Section 087300.
a. Design and size members to withstand positive and negative wind loads as required by the currently
A. Quality Assurance: Installers of doors and finish hardware shall be skilled mechanics regularly employed in
tY 9 Y
4. Clip Installation: Attach panel clips to supports at each metal -faced composite wall panel joint at
081400 WOOD DOORS
enforced edition of the Building Code.
the door hardware industry and experienced in the installation of doors and door hardware.
locations, spacings, and with fasteners recommended by manufacturer. Attach routed -and -returned
A. Solid Core Flush Doors:
b. Limit mullion deflection to 1/175, or flexure limit of glass with full recovery of glazing materials,
B. Doors, Frames, And Hardware: S ecified in other Sections.
P
flanges of wall panels to panel clips with manufacturer's standard fasteners.
5. Seal horizontal and vertical joints between adjacent panels with sealant backing and sealant. Install
1. Approved Manufacturers: One of the following.
a Algoma Hardwoods, Inc. (Algoma WI; 920-487-5221; 800-678-8910).
whichever is less.
D. Warranty: Furnish five year written warranty executed to the Owner, from the manufacturer of the
C. Door and Hardware Installation
1. Fit and prepare doors for installation in accordance with the door manufacturer's printed instructions.
120
sealant backing and sealant according to requirements specified in Division 7 Section "Joint Sealants."
b Eggers Industries (Two Rivers WI; 920-793-1351).
storefronts stem, against defects in materials and workmanship, in accordance with Division 1.
y g p,
E. Materials:
2. Install doors plumb and square.
6. Track -Support Installation: Provide manufacturer's standard horizontal and vertical tracks that provide
c Vancouver Door (Puyallup WA, 800-999-3667)
1. Extruded Aluminum: ASTM B221; 6063 T5 alloy and temper.
3. Provide clearances of 1/8 inch at jambs and heads, 1/8 inch at meeting stiles for pairs of doors, and 1/2
inch from bottom of door to top of decorative floor finish or covering, except where threshold is shown
support and complete secondary drainage system, draining to the exterior at horizontal joints, Install
support system at locations, spacings, and with fasteners recommended b manufacturer. Attach panels
Pp yY p
d Western Oregon Door (Winston OR, 800-722-7269)
2. AWI Section 1300, Premium grade.
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2. Sheet Aluminum: ASTM B209; 5005-H32 alloy, or approved.
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or scheduled provide 1 clearance from bottom of door to top of threshold.
REVIE�
Full engage inte integral
to wall by interlocking tracks with perimeter extrusions attached to wall panels. yg
3 ore: Urea-formaldeh de free solid article board core unless required otherwise for fire labeling
. C U y p q 9
F. Components:
1. Exterior Storefront and Window Framing:
pates,
4. Install roses, kick plates, closers, and other surface mounted hardware only after door finishing is
CODECOMP
gaskets and leave horizontal and vertical joints with open reveal.
requirements.
a. Partial Replacement: Where new entrance or framing Is indicated to be installed along with existing
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complete and finishes are completely cured.
5. Fit hollow metal doors in accordance with SDI 100. A PPRO `',
7. Attach routed -and -returned flanges of wall panels to perimeter extrusions with manufacturer's standard
4. AWI PC-5 (5 or 7 ply construction).
to remain, match dimensions, profile, glazing thickness and finish of existing aluminum window
6. Finish Hardware Installation
fasteners. Attach flush wall panels to perimeter extrusions b engaginganel ed es and b attaching
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Install wall to allow individual to
5. Provide labeled doors as required to meet the hour) fire ratio indicated.
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6. Where intumescent seals are required to meet positive pressure labeling requirements, provide
framing indicated to remain.
a Installer shall receive delivery and unpack, tag, index, and file all keys. Keep hardware in a separate e14
SGrp
with manufacturer's standard structural silicone adhesive. panels panels
b. Where storefront system as indicated on the Drawings is new, provide manufacturer's standard
room under lock and key the installation is
"free float" and be installed and removed without disturbing adjacent panels. Do not apply sealants to
concealed edge sealing system built into the door edge.
7. 1-3/4 Inch thick, unless scheduled otherwise.
nominal 2' x 4" center -glazed thermally broken storefront framing system.
at site until made.
b Verify all dimensions and be responsible for the correct installation and fit of hardware at the
joints unless otherwise indicated on Drawings.
1 9
8. Sub in-and-S line Installation: Provide manufacturer's standard sub irts and lines that provide
9 p 9 P P
B. Frames: Provided under Section 081113.
2. Interior (Mall)Storefront and Window Framing: Manufacturer's standard nominal 2" x 4" center -glazed
non -thermal) broken storefront framing system.
y g y
locations indicated on the drawings and as specified.
support and complete secondary drainage system, draining to the exterior at horizontal joints. Install
B. Fabrication:
3. Acceptable Manufacturers: Kawneer, YKK, EFCO, Arcadia.
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c Install each hardware item in compliance with the manufacturer's instructions and recommendations.
City Of TU
d Wherever cutting and fitting are required to install hardware onto or into surfaces which are later to
support system at locations, spacings, and with fasteners recommended by manufacturer. Attach wall
1. Fabricate doors to the configurations indicated, in accordance with the AWI standards specified, and to
g P
fire rated labeling requirements. Attach fire rating labels.
4. Doors: Extruded aluminum frame; medium stile; provide with special 10 inch high bottom rail.
be painted or finished in another way, install each item completely and then remove and store in a BUILDING D
panels b interlocking perimeter extrusions attached to routed -and -returned flanges of wall panels with
P Y� 9 p 9 p
subgirts and splines. Fully engage integral subgirf-and-spline gaskets and leave horizontal and vertical
2. Bevel lock and hinge edges 1/8 inch in 2 inches on all single acting doors.
5. Door Hardware:
a. Provide manufacturer's standard offset pivot hinges, unless indicated otherwise on the Drawings.
secure place during the finish application. After completion of the finishes, reinstall each item. Do not
install surface -mounted items until finishes have been completed on the substrate.
joints with open reveal.
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3. Bond edge banding to solid core with hot melt or RF cured adhesive.
b. Manufacturer's standard weatherstripping,
pp' g, including bottom sweep.
a Hardware Mounting Heights: As indicated. Where not indicated, comply with recommendations-' t1�3ECFIVED
<
9. Install wall panels to allow individual panels to "free float" and be installed and removed without
4. Prefit and premachine doors in accordance with AWI 1300-S-6. Premachine for hardware specified in
Section 087000, and locate as specified in Section 087300.
c. Balance r; hardware is listed on the Drawings.
National Builders Hardware Association NBHA .
( ) CITY OF TUKWILA
disturbing adjacent panels.
5. Doors shall be factory prefinished as scheduled to match Architect's sample; AWI Premium Grade, Low
6. Glazing Beads: Manufacturer's standard EPDM or neoprene glazing beads, for a complete weatherproof
7. Adjustment and Cleaning: Adjust and check each operating item of hardware and each door to ensure -
10. Do not apply sealants to joints unless otherwise indicated on Drawings.
le Installation: Provide
VOC, Polyurethane System.AUGinscreen-Princi
seal. Furnish for irstallation as a part of the work of Section 088000.
proper operation of function of every unit. Lubricate moving parts with graphite type lubricant unless
UG 5
A 209
manufacturer's standard press ualized
11. R p p q
6. Where required to meet labeling requirements, provide metal astragals to meet rating requirements for
otherwise recommended by the hardware manufacturer. Replace units which cannot be adjusted and
rain screen- rinci le system with vertical channel that provides support and complete seconds drainage
P P Y p pp P secondary 9
double fire doors.
lubricated to operate freely and smoothly as intended for the application made.
system, draining at base of wall. Notch vertical channel to receive support pins. Install vertical channels
b brackets locations, fasteners
7. Factory pre -glaze doors.
PERMIT CENTER
supported channel or adjuster angles and at spacings, and with
PP Y J g8.
Flush Door Blocking: For flush doors, provide solid lock blocks and special blocking as required for the
recommended by manufacturer. Attach wall panels by engaging horizontal support pins into notches in
hardware components specified elsewhere. Blocking for fire rated doors shall meet the door
vertical channels and into flanges of wall panels. Leave horizontal and vertical joints with open reveal.
manufacturer's labeling requirements.
,
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These drawings 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, 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.
FOR
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10354 REGISTERED
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ARCHITEC
GLAIR S. LEACH
STAIE OF WASHINGTON
AUG' 21 2015
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PROJECT No.:
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088000 GLAZING
A. Glass: Provide the followinglass as scheduled g I d on the Drawings:
1. Clear Glass: ASTM C1036, Type I, class 1, clear, quality q3 glazing select.
B. Plastic Glazing: Acrylic panel as Scheduled on the Drawings.
C. Accessories:
1. Silicone Sealant: Dow Corning 795"; clear color.
2. Setting Blocks: Compatible with silicone sealants; 70-90 shore A hardness.
3 3. Spacers: Compatible with silicone sealant.
4. Glazing Tape: Tremco "CCN" sponge, or approved.
5. Glazing Channels: Extruded aluminum; profile as indicated on the Drawings; clear anodized finish.
D. Fabrication:
1. Insulating Glass Units:
a Dual lite units fabricated from glass as scheduled; 1/2 inch nominal airspace; dual seal system.
b Twin seals; polyisobutylene primary seal and silicone secondary seal. Outer seal shall be compatible
with glazing system.
c Spacer Bar: Mill finish aluminum; fill with desiccant; corners shall be partially miter cut and bent (not
cut through), or formed with corner keys ultrasonically soldered in place.
d Certified through the Insulating Glass Certification Council (IGCC) in accordance with ASTM E773 and
E774; certified to level CBA.
e Each piece shall bear certification number, date, and manufacturer's identification mark.
2. Tempered and Heat Strengthened Glass:
a. Tempered Glass: Glass which has been heat treated to strengthen glass in bending to not less than 4
times the annealed strength; certified safety glass in accordance with ANSI Z97.1.
b. Heat Strengthened Glass: ASTM C1048; glass which has been heat treated to strengthen glass in
bending to not less than 2 times annealed strength.
= c. Fabricate tempered and heat strengthened glass units so that principle distortion will be In the
horizontal direction in the finished installation.
d. Unless otherwise approved by the building official, provide manufacturer's label on each light,
indicating type and thickness of glass.
e. Comply with UBC requirements for identification and labeling of safety -glazing materials in hazardous
locations subject to human impact loads.
E. Preparation:
1. Clean contact surfaces and wipe dry.
2. Seal frame corner joints, and other leakage points with sealant. At insulating glass units the sealant shall
be compatible with the seal of the unit. Do not plug weep holes.
3. Prime surfaces scheduled to receive sealant, unless otherwise recommended by the sealant
manufacturer.
F. Installation:
1. Unless specified otherwise, glaze in accordance with the current edition of Glass Association of North
America (GANA): Glazing Manual.
2. Setting Blocks: Place setting blocks in frames for support of glass. Place at quarter points unless
approved otherwise.
3. Set glass tightly in position with proper clearances in accordance with the referenced standard.
0 4. Unless specified otherwise, glaze units with gaskets furnished with the framing systems specified in
other
sections.
5. Glazing for Interior Non -Rated Doors and Windows, Where Gaskets Are Not Furnished:
a. Glaze with glazing tape.
b. Pre -measure and cut tapes to required lengths; adhere to fixed stops, setting horizontal tape at
heads and sills before vertical tape.
c. Install tape with tight butt joints; no overlaps will be accepted. Set tape with straight lines level with
frame sight line.
d. Position glass, uniformly sealing against tape. Install inside removable stops and place tape in stops
forming a uniform seal against glass, level with sight lines.
6. Glazing for Fire Rated Doors and Windows: Glaze in accordance with NFPA 80, unless required otherwise
by the labeling requirement of the frame.
7. Adjust glazing materials to form a uniform sight line.
G. Schedule:
1. Type 1: Clear tempered glazing where indicated and specified.
2. Type 2: Insulating Glass, double glazed units with 1/2 inch air space between two panes of 1/4 inch
u_ glass; outer pane shall be tinted heat strengthened or tempered glass; inner pane shall be clear glass.
Provide tempered where indicated and specified. Where not required by code to be tempered, provide
annealed, heat -strengthened or tempered glass as determined by glass manufacturer's glass analysis.
H. Provide tempered glass in hazardous locations to meet the requirements of the jurisdictional code
authorities.
DIVISION 9 FINISHES
092200 LIGHT GAGE METAL SUPPORT FRAMING
A. Summary: Interior partition, ceiling, and soffit construction, not covered by Section 054000.
B. System Description:
1. Structural Design:
a Select framing systems, gages, supports, bracing, and connections as necessary to meet the
structural requirements specified.
b Partition framing shall conform to the widths indicated, unless approved otherwise. Provide thicker
gages and decreased stud spacing as necessary to meet the design requirements.
2. Design Loads:
a Interior Ceiling Assemblies: 5 pounds per square foot uniform live load, plus dead loads.
W b Interior Partitions: 5 pounds per square foot uniform live lateral load.
c Exterior Soffits: 25 pounds per square foot uniform live load.
3. Deflection Requirements: Maximum of 1/240 the span, except maximum 1/360 at tile.
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.
Coordinate installation of other materials which are a part each assembly.
2. 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.
1. Provide all calculations, drawings, product data, and other verification as required by the jurisdictional
code authority to obtain approval of the light gage metal framing installation.
D. Materials:
1. Light Gage Metal Framing: ASTM C645; galvanized; provide "C" shaped studs, U shaped runners, hat
and "Z" shaped furring channels, and other sizes and shapes as necessary. Minimum 25 gage, except
furnish thicker gages as required to meet deflection requirements.
2. Cold Rolled Channels: Rust inhibitive paint coating; sizes in accordance with ASTM C754.
p 3. Screws: Self -tapping; low profile head.
4. Security Mesh: Amico (Alabama Metal Industries Corp) Birmingham AL (800/366-2642); ASM .50-13F,
minimum 13 gage, unless approved otherwise.
5. Proprietary Ceiling Suspension System:
a Manufacturer:
1) As specified: Armstrong (800-207-2321).
2) Acceptable Substitutions: .
a) USG Interiors, Inc. (Chicago, IL; 800-874-4968).
b) Chicago Metallic (Chicago, IL Los Angeles, CA; 800-323-7164).
b Suspension System: Similar to System 650, or 670; ASTM C635 heavy duty classification.
(1) Furring Runners: Manufactured from 0.020 inch thick steel 1-3/8 inch wide with knurled face
by 1-1/2 inches high; factory punched cross tee slots, hanger holes, and non -directional bayonet
end tab couplings.
(2) Furring Tees: Manufactured from 0.020 inch thick 1-3/8 inch wide with knurled face by 1-1/2
inches high; factory punched cross tee slots and hanger holes.
(3) Furring Cross Channel: 0.020 inch thick steel; 1-3/8 Inch wide with knurled face by 7/8 inches
high by 48 inches long with straight locking end tabs.
(4) Cross Tees: 0.020 inch thick steel 15/16 inch wide by 1-1/2 inches high; with staked -on dip
U end tab couplings, factory punched cross tee slots.
(5) Moldings: Manufacturer's standard.
6. Partition Head Compensating Channel (Non -Rated): Design for minimum t1/2 inch 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: Furnish in accordance with ASTM C754.
C. 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 channel or deep leg track at Contractor's option, as
necessary to accommodate building deflection.
d Align to tolerances specified.
2. Unless indicated otherwise, install studs vertically at 16 inches cc, and not more than 2 inches from
abutting construction, at each side of openings, and at corners.
3. Fit runners under and above openings; secure intermediate studs at spacing of wall studs.
ap 4. Brace partition framing system and make rigid.
5. Install double studs continuous from floor to ceiling track at the jamb of each door frame and cased
opening. Studs shall be the same gage as the adjacent 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, exceptL%�,@ftryj% icated. Do not rigidly
connect stud to top runner.
10. Stud Bridging:
a At interior partitions greater than 4 feet in length, and with rigid facing material on one stud flange
only, provide 3/4" 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 rigid facing
Q material stopping 3'-0" or more below top of studs - Provide one row 3/4" bridging channel
horizontally at termination of 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."
Attach bridging channel to each stud as shown in manufacturer's printed instructions.
11. Install security mesh at all walls of the Inventory Room per section 092200.
D. Ceiling and Soffit Framing:
1. Coordinate locations o a f hangers ers and supports work with the g pp of other Sections.
2. Provide ceilingand soffit framing as indicated. Where not indicated provide, stud and runner framing,
suspended framing, or proprietary suspended framing.
3. Proprietary Suspended Framing: Install in accordance with manufacturer's recommendations.
4. Stud and Runner Framing:
a Secure runners to structure above with fasteners at a maximum of 24 inches on center. Size
fasteners and use reinforcements as necessary to support the dead loads applied.
b Screw fasten framing at each flange joint.
c Space studs at 16 inches on center at horizontal locations.
d Select members to meet the structural requirements specified.
5. Light gage Suspended Framing:
a Install in accordance with ASTM C754, unless indicated or specified otherwise.
b Suspend ceiling from overhead structural elements only. Do not support from any electrical, HVAC,
plumbing, or sprinkler system components.
c Space carrying channels 4 feet on center with splices lapped 12 inches and tied.
d Support cold rolled carrying channels with hanger wires spaced at 3 feet on center for lath and
plaster ceilings and 4 feet on center for gypsum board ceilings. Loop hanger wire around support
element and tightly wrap around vertical wire 3 times; cut off neatly.
e Space furring channels 16" o.c. with splices lapped 12", minimum and tied; clip or saddle tie to
runner channels with 16-gage tie wire.
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.
6. Stabilize suspended ceiling, soffit, and fascia framing against lateral movement by means of diagonal
bracing. At locations where partitions extend to ceiling, only, install supplementary bracing at maximum
8'-0" o.c. along length of partition, and above each door hinge and strike jamb.
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.
E. Backing:
1. Provide steel backing where indicated. At Contractor's option steel backing plates may be substituted for
wood blocking, except wood blocking shall be used at the following locations: Handrails, guardrails, grab
bars, and similar safety items.
2. Unless indicated otherwise, steel backing shall consist of minimum 4 inch wide 16 gage steel plate
screwed rigidly to the studs.
F. Installation Tolerances:
1. Install members to provide surface plane with maximum variation of 118 inch in 10 feet in any direction.
2. Locate assemblies within 1/4 inch of required locations.
Metal Stud Schedule
INTERIOR
HEIGHT
STUD
FLANGE
GAGE
SPACING
12'-0"
3 5/8"
1 5/8"
20
24" O.C.
14'-0"
3 5/8"
1 5/8"
20
16" O.C.
16-0"
3 5/8"
1 5/8"
18
16" O.C.
18'-0"
3 5/8"
1 5/8"
16
12"
EXTERIOR
HEIGHT
STUD
LANGE
GAGE
SPA
12'-0"
6"
2"
18
161,
NNG
14'-011
6"
2"
16
12"
16'-0"
6"
2 1/2"
14
12"
18'-0"
6"
2 1/2"
12
12"
092200 INVENTORY ROOM SPECIFICATIONS
A. Walls and Ceiling
1. Inventory rooms should not be installed adjacent to non-T-Mobile space (i.e., adjacent tenant
space/shared common walls).
2. Walls must be deck -to -deck or ceiling to hard deck ceiling as described in the wall types on sheet A-2.
3. Hardening: Expanded carbon steel and fiber -cement backerboard materials must be installed on the
interior side of the inventory room wall studs.
a Expanded Carbon Steel
(1) Install mill -finished, 13-gauge, expanded carbon steel specifically used for security purposes on
the interior side of the wall studs.
(a) Steel must meet or exceed ASTM A-569 HSLA Steel. Conventional expanded carbon steel that is
not manufactured specifically for security purposes is not acceptable for this use.
(b) Carbon steel (mesh) size openings may not exceed the following dimensions: 0.5 inch x 1.26
inches.
(2) Anchor the expanded carbon steel (including all seams) to each stud using secure clips
(fasteners with an expanded surface area) with flat head, phillips, one-way, steel screws spaced no
more than 12 inches apart vertically (drywall screws are unacceptable). Steel screws must
penetrate through the studs by at least 0.25 inch.
(3) End joints must be butted and occur over studs. If overlapping is necessary, a longer screw
must be used to maintain a 0.25 inch stud penetration.
b Fiber -Cement Backerboard
(1) Install 0.5 inch fiber -cement Hardibacker (James Hardie Building Products, Inc.) backerboard
on the interior side of the wall studs (but directly over the expanded carbon steel).
(2) Hardibacker fiber -cement backerboard must be installed in accordance with the manufacturer's
instructions. Hardibacker information can be found at:
http://www.jameshardie. com/backerboard/homeowner/hardibacker500. php
(3) End joints must be butted and occur over studs.
4. Avoid Vents in the inventory rooms. If required, vents or louvers must be:
a No greater than 24 square inches and
b Located behind (exterior side of) the expanded carbon steel described in Section 1.3.1 (above).
Supply / return ducts shall not exceed 24" square. Install burglar bars if opening exceeds the
recommended sizes.
B. Inventory Room Door (see door schedule and below)
1. Inventory rooms may only have one (1) access point/door.
2. Dutch doors must not be installed.
3. The door must be metal or of solid core wood construction, and a minimum of 1.75 inches thick.
a A metal door must be of a-0 6• 16-gauge steel. 1 ,
b A solid core wooden door requires a 16-gauge steel skin.
c The door may not have vents, louvers, or contain any openings other than those necessary to affix the
door hardware/handle.
4. The door frame must be steel and reinforced to ensure durability.
a The steel frame must be anchored to the wall in accordance with manufacturer instructions or best
practices;
b Supporting wall structures must consist of double studding or framing of equivalent strength; and
C There must not be more than 0.125 inch clearance between the door and the frame.
5. The door must be equipped with a properly functioning, commercial grade, automatic door closer device.
6. If the door hinges are accessible from the exterior side, the hinge must be a heavy duty continuous
(piano or Roton) hinge.
7. The door must be equipped with a latch guard covering the exterior latch exposure.
C. Locks/ Keys
1. Inventory room doors must be equipped with high quality, commercial grade locks that:
a Use manufacturer -restricted keyways (including InstaKey) and
b Cannot be set in an unlocked state (i.e., storeroom function).
2. The Securitech 4840 MP 4 Police Lock (4-point security lock) locking system must be installed on the
interior side of the inventory room to secure the inventory room door after hours. Securitech 4840
information can be found at:
a http://www.securitech.com/D01-mp-police-lock.htm] and
b http://www.securitech.com/Web%2OCatalog/4%2OMulti-Point%2OLocking/Dl8.pdf
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 FIBEROCK0 Brand Sheathing with Aqua-Tough(TM); 1/2 inch thick.
2. Screws: Galvanized; self -drilling; self -drilling, bugle head screws; minimum 1-1/4 inch long.
B. B. Installation:
1. Installsquare 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. Do not bridge expansion or seismic joints.
092900 GYPSUM BOARD
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:
c. Manufacturers: National Gypsum Co. "Gold Bond Brand"; USG Corporation, "Sheetrock Brand",
Temple-Inland Gypsum, "Synthetic Gypsum".
d. 5/8 inch thick unless noted otherwise; provide type X in fire rated partitions.
e. Standard Board: ASTM C36.
2. Accessories:
a. Trim: Concealed flange screw -on type; metal; GA 216.
b. Joint Compound, 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, perform 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 at joints.
b. Place concealed flange corner beads at all external corners. At angles other than 90 degrees, bend
the flange to conform to the angle.
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 expansion 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:
9
a. Provide finishing accordance with
in accorda ' th GA 214.
n
b. Where necessary to sand, do so without damaging the face of the gypsum board.
c. Levels of Finish:
(1) Level 5: Provide at the following locations:
(a) Surfaces perpendicular and adjacent to or near (within 24 inches of) exterior windows, and
surface mounted light fixtures.
(b) Surfaces to receive deep tone colors.
(c) Curved surfaces.
(2) Level 4: Provide unless indicated or specified otherwise.
(3) Level 3: Provide at the following locations:
(a) Surfaces to receive fabric wall covering.
(b) Surfaces to receive textured finishes.
(4) Level 2: Provide at the following locations:
(a) Storage rooms.
(b) Mechanical rooms.
(c) Janitors closets.
(d) Surfaces to receive tile or other thick finish materials applied to gypsum board surfaces.
(5) Level 1: Provide at the following locations:
(a) Surfaces of fire rated assemblies concealed from view in the finished work ("firetaping").
(b) Surfaces of acoustical assemblies concealed form view in the finished work
(6) Level 0: Provide at the following locations:
(a) Surfaces of non -fire rated assemblies concealed from view in the finished work, including
surfaces to be covered by casework, wood paneling,
d. Level 4 and 5 finishes: Return to the site after primer is applied, and touch-up surface defects.
e. Proprietary skim coat material may be used in lieu of joint compound as skim coat at Level 5
surfaces.
093105 CERAMIC TILE
A. GENERAL
1. RELATED DOCUMENTS
a. Drawings and general provisions of the Contract, including General and Supplementary Conditions
and other Division 1 Specification Sections, apply to this Section.
b. Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the
following values as determined by testing identical products per ASTM C 1028:
c. Level Surfaces: Minimum 0.6.
d. PART 2 - PRODUCTS
1. Manufacturers: Subject to compliance with requirements, provide products as shown on finish material
schedule.
a. Tile -Setting and -Grouting Materials: As shown on finish material schedule.
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. ANSI Standards for Tile Installation Materials: Provide materials complying with referenced ANSI
standards.
4. Colors, Textures, and Patterns: For tile, grout, and other products requiring selection of colors, surface
textures, patterns, and other appearance characteristics, comply with the following requirements:
a. Match colors, textures, and patterns indicated by referencing manufacturer's standard designations
for these characteristics.
5. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample
submittals, blend tile in the factory and package so tile units taken from one package show the same
range in colors as those taken from other packages and match approved Samples.
6. Floor Tile: Provide flat tile complying with the following requirements:
a. Composition: as noted in drawings.
b. Facial Dimensions: as noted in drawings.
c. Thickness: as noted in drawings
d. Face: as noted in drawings.
e. For latex-portland cement mortared and grouted paver tile, precoat with temporary protective
coating.
7. Wall Tile: Provide flat tile complying with the following requirements:
a Module Size: as noted in drawings
b Thickness: as noted in drawings
c Face: as noted in drawings
d Mounting: Pregrouted sheets of tiles factory assembled and grouted with manufacturer's standard
silicone rubber complying with ANSI A118.6.
8. Waterproofing for Thin -Set Tile Installations: Provide products that comply with ANSI A118.10.
9. Setting Materials: As follows:
a Latex -Portland Cement Mortar: ANSI A118.4, composed as follows:
(1) Prepackaged Dry -Mortar Mix: Factory -prepared mixture of portland cement; dry, redispersible,
ethylene vinyl acetate additive; and other ingredients to which only water needs to be added at
Project site.
(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) Latex Additive: Styrene butadiene rubber.
(b) Latex Additive: Acrylic resin.
b Chemical -Resistant, Water -Cleanable, Ceramic Tile -Setting and -Grouting Epoxy: ANSI A118.3.
(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.
c Water -Cleanable, Tile -Setting Epoxy Adhesive: ANSI A118.3.
d Grout for Exterior: Laticrete 4237 Latex thin set mortar additive with 211 crete filler powder or
Laticrete 3701 Latex admixture with Laticrete floor and wall thin set. Provide Laticrete 9235
waterproof membrane per mfr. recommendations.
10. Grouting Materials: As follows:
a Latex -Portland Cement Grout: ANSI A118.6 for materials described in Section H-2.4, composed as
follows:
(1) Mixture of Dry -Grout Mix and Latex Additive: Mixture of factory -prepared, dry -grout mix and
latex additive complying with the following requirements:
(a) Unsanded Dry -Grout Mix: Dry -set grout comply
ing with ANSI A118.6 for materials described in
Section H-2.3, forjoints 1/8 inch (3.2 mm) and narrower.
(b) 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.
(c)Latex Additive: Styrene butadiene rubber.
(d) Latex Additive: Acrylic resin.
b Chemical -Resistant Epoxy Grout: ANSI A118.3, color as indicated.
(a) 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.
11. Elastomeric Sealants: Provide manufacturer's standard chemically curing, elastomeric sealants of base
polymer and characteristics indicated that comply with applicable requirements of Division 7 Section
"Joint Sealants."
a 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, O; formulated with fungicide.
12. 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.
13. Miscellaneous Materials: As follows:
a Trowelable Underlayments and Patching Compounds: Latex -modified, portland-cement-based
formulation provided or approved by manufacturer of tile -setting materials for installations indicated.
b 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.
C PART 3 - 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.
a Use trowelable leveling and patching compounds per tile -setting material manufacturer's written
instructions to fill cracks, holes, and depressions.
b 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. TCA 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 pattern or joint alignments.
6. Accurately form intersections and returns. 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.
7. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles
on floor, base, walls, and trim are the same size. Lay out tile 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 otherwise 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.
a Locate joints in tile surfaces directly above joints in concrete substrates.
b Prepare joints and apply sealants to comply with requirements of Division 7 Section "Joint Sealants."
9. Grout tile to comply with the requirements of the following tile installation standards:
a For ceramic tile grouts (sand-portland cement, dry -set, commercial portland cement, and
latex-portland cement grouts), comply with ANSI A108.10.
10. Floor Tile Installation: Install tile to comply with requirements indicated, including those referencing
TCA installation methods and ANSI A108 series of tile installation standards.
a Joint Widths: Install tile on floors with the following joint widths:
(1) Paver Tile: 1/4 inch (6.35 mm).
b 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.
c 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.
11. Wall Tile Installation: Install types of tile designated for wall installations to comply with
manufacturers requirements, including those referencing TCA installation methods and ANSI setting -bed
standards.
a Joint Widths: Install tile on walls with the following joint widths:
(1) Wall Tile: 1/16 inch (1.6 mm).
b 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.
12. Cleaning: On completion of placement and grouting, 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. RELATED DOCUMENTS
a Drawings and general provisions of Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
2. SUMMARY
a Acrylic -wood, strip or plank flooring.
b Engineered wood floor.
3. QUALITY ASSURANCE
a 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.
b Maple Flooring: Comply with MFMA grading rules for species, grade, and cut. Certification: Provide
flooring that carries MFMA mark on each bundle or piece.
c Southern Pine Flooring: Comply with SPIB grading rules for species, grade, and cut.
d Softwood Flooring: Comply with WCLIB No. 17 grading rules for species, grade, and cut.
4. PROJECT CONDITIONS
a 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.
b Move wood flooring into spaces where it will be installed, at least seven days before installation.
c For unfinished products, open sealed packages to allow wood flooring to acclimatize.
d 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.
e Install factory -finished wood flooring after other finishing operations, including painting, have been
completed.
B.PART 2-PRODUCTS
1. ENGINEERED -WOOD STRIP OR PLANK FLOORING
a Products: As indicated on the finish material schedule
b Engineered -Wood Strip or Plank Flooring: ANSI/HPVA LF.
(1) Species: as indicated on drawings.
(2) Grade: Manufacturers standard.
(3) Thickness: as noted in drawings
4 Construction: as noted in drawings
O 9
(5) Width: as noted in drawings
(6) Length: as noted in drawings.
(7) Edges: as noted in drawings.
(8) Finish: as noted in drawings.
2. ACCESSORY MATERIALS
a Wood Flooring Adhesive: Mastic recommended by flooring and adhesive manufacturers for application
indicated.
b Fasteners: As recommended by manufacturer, but not less than that recommended in NOFMA's
"Installing Hardwood Flooring."
c Cork Expansion Strip: Composition cork strip complying with FS HH-C-576, Type I-B, Class 2.
d Wood Feature Strips: 2-inch- (51-mm-) wide, square -edged walnut strips furnished in lengths as
long as practical and in thickness to match wood flooring.
e Metal Feature Strips: 1/8-by-1/8-inch (3-by-3-mm) solid brass strip, designed for inlaying into
routed reveal in wood flooring surface.
f Wood Trim: In same species and grade as wood flooring, unless otherwise indicated.
(1) Wood Base: 3/4 inch (16 mm) thick by 2 inches (100 mm) high.
(2) Base Shoe Molding: 1/2 by 3/4 inch (13 by 19 mm).
(3) Threshold: Tapered on each side and routed at bottom of one side to accommodate wood
flooring.
(4) Reducer Strip: 2 inches (51 mm) wide, tapered on one side, and in thickness matching
flooring.
C. PART 3 - EXECUTION
1. 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 Where wood flooring is installed directly over concrete slabs, grind high spots and fill low spots to
provide a maximum 1/4-inch (6-mm) deviation in any direction when checked with a 10-foot (3-m)
straight edge.
d Where 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.
e Provide expansion space at walls and other obstructions and terminations of flooring of not less than
directed by manufacturer.
f Engineered -Wood Flooring: Set in adhesive per manufacturer's instructions.
g Wood Trim: Nail baseboard to wall and nail shoe molding or other trim to baseboard; do not nail to
flooring.
I11
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These drawings 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, 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.
REVIE 1, D FOR 10354
CODE C MI'LIANC -
APP OVER
SEP 1 4 2015 -
City CAI ukwila
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(CITY OF TUKWILA
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PERMIT CENTER
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ARCHITECT
GLAIR S. LEACH
STATE Of wAS�,;r,iGTON
AUG 2 7 2015
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2 LEANING AND PROTECTION
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09 33 REINFORCED PLASTIC PANEL WALL COVERINGS
77 RCED
R O
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a Cover wood flooring before and after finishing during remainder of construction period. Use heavy
reinforced polyester panel F wall covering.
A. Summary: Fiberglassp y p (RP) g
F. POSTS: Shall be of "
1 O.D. round steel tubing, 1.5mm thick. They shall have rolled grooves
kraft-paper or other suitable covering. Do not use plastic sheet or film that could cause condensation.
B. Submittals: Product data, including adhesives and sealants.
8. Gypsum Plaster and Wall Board: Remove all Tight dust and dirt.
spaced at 1" on centers along their length. The top of the post shall have a finished plastic cap.
b Clean and buff per manufacture's recommendation immediately prior to building occupancy.
C. Panel System Components:
9. Existing Finished Surfaces To Be Repainted:
A die cast threaded insert with an adjustable leveling foot shall be shipped loose for later
095300 ACOUSTICAL PANEL CEILINGS
1. Panel Material:
a Marlite (as noted in drawings).
a Remove loose, blistered, scaled, or crazed finishes to bare substrate; feather new work into
existing work. Prepare surfaces to the nearest break line if necessary to blend new finishes
insertion into the post bottom.
G. METHOD OF ASSEMBLY: Shall be of the Frustal-Conical design incorporating a two art tapered
g p g p red
A. Submittals:
1. Submit product literature for each acoustical ceilingtile and suspension system proposed.
P Y P P
b Panel Type: As scheduled in the Finish Legend.
YP g
c Thickness: 3/32 inch.
with old finishes.
plastic clip. Engagement and locking shall be accomplished with a protruding bead on the inner
t
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B. Quality Assurance:
d Size: 48 inches x length required for conditions indicated.
b Wash and rinse surfaces '
with trisodium phosphate and water or other solution
p p r luti n required to
circumference of the plastic clip which
I h h will match the groove in the post. Two plastic clips shall
P P 9 p P
be attached to each corner post for each shelf. Both the clips and the corner fitting of the
1. Codes: Conform to the requirements of the AHJ, seismic zone as indicated on the Drawings, CISCA, and
a Fire Rating: Maximum 25/450 flame spread / smoke developed in accordance with ASTM E84.
remove remaining film, wax, oil, grease, smoke or foreign matter which will impair bond, or
shelves shall have the identical taper to create a wedge effect, thereby lacking the shelf securely
the requirements of the jurisdictional code authorities.
2. Moldings: Manufacturer's standard PVC cap, corner, and division moldings; color to match panels. Omit
cause bleed through, of newly applied finishes.
in a rigid position. screws or other fittings shall be required to effect this assembly. Shelves
C. Products:
bottom trim where panel abuts flash coved base.
c Lightly sand, or apply a liquid deglosser on existing semi -gloss and high -gloss finishes
shall be vertically adjustable on 1" increments.
dj
1. Acoustical Panels: As indicated on the Drawings.
3. Panel and Molding Installation Adhesive: As recommended b the FRP panel manufacturer.
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before refinishin g•
H. LOAD CAPACITY: 800 lbs. per shelf evenly distributed. Maximum load per assembled unit not to
2. Suspension System: Exposed T System: ASTM Cl heavy duty classification; direct hung; exposed "T"
4. Sealant: Flexible waterproof silicone sealant for bedding panel edges; white color.
C. Special Application Requirements:
exceed 2,000 lbs.
design; factory baked on finish to match acoustical panels. Furnish stabilizer bars, splices, edge and wall
D. Installation
1. Unless specified or indicated otherwise, follow paint manufacturer's label directions for general
I. CASTERS: Shall be zinc plate round stem caster with polyurethane tread and wheel dimensions
moldings, and other items as necessary to complete suspended ceiling grid system.
D. Installation:
1. Cutting and Fitting
a Cut panels accurately to size with proper allowance for expansion and moldings.
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
of 5" x 1 1/4". Wire shelf carts are standard with (2) swivel and (2) swivel locking casters.
1. Install after major above -ceiling work is complete.
2. Install system in accordance with ASTM C636, IBC 1621.2.5 and CISCA, the manufacturer's instructions,
b Sand or file all edges smooth without chipping.
c Cut op
approximate 1/8-inch clearance around in accurate location with a s for openings ppp
penetrations.
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 specified; work filler well into grain and, before it
DIVISION 11 through DIVISION 14
and as supplemented in this Section.
2. Establish centerline of each distinct flat area to be covered. Trim division moldings to mate with base
has set, working perpendicularly to the grain, wipe the excess from the surface.
A. Not Used
3. Install grid to produce finished ceiling true to lines and levels indicated, within the specified tolerances.
moldings; install in solid bed of adhesive, either on centerline, or offset 24 inches from center, as
4. Opaque Finishes:
4. Install suspension systems in a manner to support all superimposed loads, with maximum permissible
necessary to maximize panel widths at corners. Molding shall be installed straight and plumb.
a Apply number of coats scheduled for each application, except that additional finish coats shall
deflection of 1/270 of span. At locations where partitions extend to ceiling, only, install supplementary
3. Cut top cap and division or corner moldings to shape, with edges trimmed to fit to adjacent moldings.
be applied as necessary for complete hiding of substrate colors. C. FINIS: Bright Plated
H
SECTION 15000 - MECHANICAL, PLUMBING & FIRE PROTECTION
A. MECHANICAL
diagonal bracing to structure at maximum 8'-0" o.c. along length of partition, and above each door hinge
4. Apply sealant into installed moldings in sequence with panel installation.
b Apply primer coats un-tinted. Where more than one coat of paint is required, tint each
and strike jamb
5. Apply adhesive to backs of panels in accordance with the manufacturer's recommendations.
succeeding coat up to the final coat similar in tint, but slightly lighter in value (shade).
1. Installation and materials of all systems shall conform to the requirements of the City, County, State, and
5. Hang system independent of walls, columns, ducts, pipes and conduit. Where ducts or other equipment
6. Maintain lines and levels of panel edges and moldings.
c Sand lightly between coats if necessary to achieve required finish; sand between all coats
National Codes.
=
prevent the regular spacing of hangers, provide secondary carrying members for indirect support of the
7. Install panels tight to flash -coved base trim.
applied to wood substrates.
2. The contractor shall be responsible for and required to visit the site, verify dimensional data and review
suspension system, or reinforce the nearest adjacent hangers and related carrying channels as required
8. Allow 1/8-inch gap between top cap, corner, or division molding posts, and panel edge; all edges shall
5. Rollers for application and backrolling of latex paints shall have a nap of 3/8 inch or less.
existing conditions before proceeding with the work. Any conflicts with the existing conditions shall be
to span the required distance.
be
6. Where roller texture is scheduled for application to gypsum board surfaces, finish coats may be
brought to the attention of the Architect.
6. Center system on room axis according to reflected ceiling plans.
firmly bedded to the moldings in sealant.
roller applied, or spray applied and backrolled at Contractor's option.
3. A complete and operable system shall be provided. This is defined as one which has been furnished,
7. Anchorage:
9. Promptly remove sealant squeeze out with a damp cloth, as work progresses; remove adhesive with
7. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary
mounted, installed, placed in operation, balanced for air and water, tested for conformance to the
a Provide all anchors required for the installation of the ceiling system unless otherwise noted.
appropriate solvent,
to for patching damage to factory prime coating.
capacities corresponding to the design criteria.
b Do not fasten to the upper flutes of metal decking. Do not use fasteners in steel deck which
10. Install sealant behind flanges and at penetrations through paneling, and between top cap of panel and
8. Except where scheduled or indicated otherwise, the intent is to paint all new rooms and areas.
4. The system shall be installed and adjusted in accordance to the manufacturer's recommendations, tested
penetrate more than 1 inch.
substrate.
Existing areas which have not been remodeled or do not have patched surfaces are not to be
for sequence of control including fail safe and life safety considerations and available in a clean condition.
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
11 . Cleaning: Remove excess adhesive from face of laminate using solvent recommended b manufacturer.
098100 ACOUSTIC INSULATION
repainted. Where existing surfaces have been remodeled or patched the entire room is to be
repainted, including the associated access panels, electrical panels, hollow metal doors and
5. Coordinate locations of all visible devices with the lighting plan. ,
B. DESIGN CRITERIA - HVAC System
corners. Provide edge moldings at junctions with other interruptions. Fabricate edge moldings to fit the
A. Summary: Acoustic insulation and sealants,
frames (both sides), and similar elements within the room.
1. Maintain an average temperature of 68 to 70 degrees during the winter. 75 to 77 degrees during the
g P g g g g
surfaces encountered.
B. Materials:
summer.
9. Form expansion joints as detailed. Maintain visual closure.
1. Manufacturers: Johns Manville "Sound Control Batts", CertainTeed "Greenguard Certified", Owens
2. Interior zones shall be designed to serve 1,800 square feet each. Exterior zones shall be designed to
10. Fit acoustic lay -in panels in place, free from damaged edges or other defects detrimental to
Corning "sound control batts".
serve 700 square feet each.
appearance and function. Fit border units neatly against abutting surfaces. Scribe and mill recessed
2. Acoustic Insulation: ASTM C665, Type I; unfaced glass fiber batts, blankets, or rolls; minimum fire
3. Exhaust all toilet rooms to the outside at a rate of 2 CFM per sq. ft.
regular edge into partial border units supported at edge by wall molding.
hazard
C. DESIGN CRITERIA - Plumbing System
11. Adjust sags or twists which develop in the ceiling system and replace arts which are damaged or
1 9 P� 9 Y P P 9
classification rating of 25/50 per ASTM E84; minimum 3-inch thick, unless required otherwise to meet the
D. Interior Systems:
1. Provide complete plumbing systems necessary to operate the devices shown in these documents.
defective.
STC requirements indicated or specified; widths to friction -fit between studs, where indicated for
1. Gypsum Board -Latex System:
D. DESIGN CRITERIA - Fire Protection System
12. Install hold-down clips to retain panels tight to grid system within 20 ft of an exterior door.
installation in stud walls.
3. Acoustical Sealant: Non -hardening, non -skinning, for use in conjunction with gypsum board; similar to
a System: Three coats -first coat latex rimer sealer u - '
Y p (n tinted), second and third coat latex paint.
1. Provide the necessaryfires sprinkler systems and fire alarms stems to give complete protection as
P y y g P
required by code.
13. Tolerances:
USG "Acoustical Sealant."
b Sheen: Roller texture, satin sheen, except provide flat sheen at light coves, ceilings, skylight areas,
a Variation from Flat and Level Surface: 1/8 inch in 12 ft.
4. Accessories: Furnish other accessories such as fasteners and retainers, not specifically described, but
clerestory areas, interior fascias, and other light sensitive surfaces. Verify locations of each sheen
SECTION 16000 -ELECTRICAL
b Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum.
required for a complete installation.
with Architect before proceeding with work.
A. ELECTRICAL
096500 RESILIENT FLOORING
C. Insulation:
1. Install in accordance with manufacturer's instructions, and as indicated.
c Application:
1) Use on all exposed gypsum board surfaces, including the exposed portions of wall surfaces1.
Installation and materials of all systems shall conform to the requirements of the City, County, State, and
A. Summary:
Resilient sheet flooring.
1. R g
2. Trim insulation neatly to fit spaces..lnstall without gaps or voids.
D. Seal penetrations through acoustical assemblies, except for penetrations in fire rated construction to
P g P P
between adjacent wall -mounted fixtures.
2) Provide prime coat only behind permanently mounted mechanically wall mounted fixtures.
National Codes.
2. The contractor shall be responsible for and required to visit the site, verify dimensional data and review
2. Resilient base.
B. Submittals:
receive firestopping.
3) Do not apply primer or paint coatings to surfaces to receive adhesively mounted
existing conditions before proceeding with the work. Any conflicts with the existing conditions shall be
brought to the the Architect. A
1. Submit product literature for each product proposed, including base, resilient flooring, transition strips,
099000 PAINTING AND COATING
a. mirrors or tile.
attention of complete and operable system shall be provided. This is
defined as one which has been furnished, mounted, installed, placed in operation, and tested for
and adhesives.
A. Summary: Site applied paint coatings, except as otherwise noted.
2. Gypsum Board - Surfaces to Receive Wall covering: Apply one coat of acrylic wall size.
conformance to the capacities corresponding to the design criteria. '
es of each type o resilient flooring, and each type of rubber base for color
2. Submittals: Submit samples h yp f r g, yp
Quality Assurance:
B. ua I
Q Y
E. Color Schedule:
e. Provide paint colors to match those indicated o n the drawings. Where a paint color is listed
P 9 P I d
3. The system shall be installed and adjusted in accordance to the manufacturer's recommendations, tested
selection b the Interior Designer.
Y g
1. Applicator: Company specializing in commercial painting and finishing with a minimum of three years
from a specific manufacturer, paint products from other approved manufacturers may be used, provided
for sequence of control including fail safe and life safety considerations and available in clean condition.
C. Materials:
documented experience.
the color exactly matches the specified color, and the paint system meets the specified requirements.
4. Refer to the Architectural drawings for locations of all visible devices.
1. Resilient Sheet Flooring: As indicated on the Drawings
2. Visual Standards: Each distinct area of the finished work shall be free of variations in color and sheen,
Where no paint color is indicated, provide color and sheen as selected by the Architect.
B. DESIGN CRITERIA - Electrical System
2. Rubber Base:
orange peel, runs, sags, blistering, checking, cracking, scratches, dust, dirt, bugs, and other
1. Install sealant behind flanges and at penetrations through paneling, and between top cap of panel and
1. The contractor is responsible for all equipment wiring.
LL
a Resilient Base: ASTM F1861, Type TPR Thermoplastic rubber; 1/8 inch thick; roll stock; coved and
contaminants.
substrate.
2. The contractor is responsible for all wiring, devices, secondary distribution panels and power for the HVAC
straight base as specified; 4 inch height, unless otherwise indicated on the Drawings.
C. Site Conditions:
2. Cleaning: Remove excess adhesive from face of laminate using solvent recommended by manufacturer.
units. All luminaires are furnished by the tenant and installed by the Contractor.
3. Accessories:
1. Weather Conditions:
3. Verify the existing primary electrical service to the building.
a Subfloor Filler: Portland cement based latex filler, mixed with water to produce a self leveling
a Do no exterior work on unprotected surfaces when raining, or other moisture is present or expected,
DIVISION O -SPECIALTIES
C. MEP /Sprinkler Notes
underlayment, or cementitious paste, as appropriate to project requirements.
or before applied paints can dry or attain proper cure.
1. All fire sprinkler work shall performed by a base building approved contractor. Sprinkler heads in
b Adhesives: Types recommended by resilient flooring and base manufacturers for specific application.
b Allow wetted surfaces to dry and attain temperatures and condition specified hereinafter before
101402 REST ROOM SIGNAGE
Gypsum Board and mall fronts shall be concealed head type. Semi -recessed concealed type may be
c Transition Strips: Vinyl; products as indicated; color as selected by the Architect from manufacturer's
proceeding with previously started work.
A. Summary:
used in lay -in ceilings visible to customers. Surface mounted heads are acceptable
ble in the Back Area.
standard.
d All other materials not specifically described, but required for a complete and proper installation of
2. Temperature:
a Do no painting work when surface and air temperatures are below 40 degrees F or below those
1. Code -required interior signage.
2. Fire sprinkler design shall be performed a state licensed designer.
3. Paint all diffusers and to match adjacent surfaces.
resilient flooring, shall be only as recommended by the manufacturer of the material to which it is
temperatures recommended by the manufacturer for the material type used.
b Minimum temperatures for latex finishes: 45 degrees F for interior 50 degrees F. for
2. Installation of signage.
B. System Description:
grills
4. Battery packs for emergency lights shall be remote or recessed.
applied and shall be subject to the approval of the Architect.
D. General Resilient Flooring Installation Requirements:
work and
exterior work, unless approved otherwise.
1. Accessibility Signage: Provide acrylic plastic reverse silk screened signs with international symbol of
5. If ceiling access panels are required, paint to match adjacent surface.
1. Install subfloor filler to fill low spots, cracks, construction joints, holes and other defects, and as required
3. Lighting: Maintain a lighting level of minimum 50 foot-candles on the surfaces to be painted or finished.
accessibility, raised letters, and Braille, at accessible toilet facilities; one for each sex.
6. All track lights mounted on P1 finish shall be white.
to adjust level to meet adjacent finishes. Feather to maximum slope of 1/8 inch in 3 feet; float to
4. Ventilation: Provide adequate continuous ventilation.
C. Quality Assurance:
Verify locations of demising walls, clear heights, columns, mall fronts and any other significant 7.
smooth, flat, hard surface. Prohibit traffic over filler.
D. Maintenance:
1. Regulatory Requirements: Signage shall conform to the requirements of the jurisdictional code
components with those indicated on the Ian. Notify the architect of an differences.
P P fY Y
2. Install all resilient flooring where scheduled in accordance with the manufacturer's recommendations.
1. Furnish overage of paint materials equal to 10 percent minimum of quantity of each paint and
authorities.
I
8. Ceiling heights indicated on sheet A-3 are intended to represent an "if possible" scenario. If the existing
3. Unless indicated otherwise, install resilient flooring with joints and seams as indicated on the Drawings.
transparent finish system component, color and sheen required for the work, but furnish not more than
D. Materials:
structure, major ductwork or other obstructions prohibit the referenced heights, provide as much height
4. Terminate resilient flooring at centerline of door at door openings where adjacent floor finish is
five full one gallon cans, nor less than two full one quart cans, of each type. Overruns in excess of five
1. Plastic Sheet: 1/8 inch thick acrylic sheet; low gloss finish.
as possible, maintaining a 6" difference from the gypsum board surround to the lay -in ceiling. Notify the
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dissimilar, and where no threshold is indicated.
gallons may be furnished to the Owner at the Contractor's option. Overage shall be taken from the
2. Double Stick Tape: 3M "Scotch brand #665" double -stick, double -coated tape, 1/4" wide.
architect of the differences prior to installation.
5. Install edge strips at unprotected or exposed edges where flooring terminates,
batch mix furnished for the work. Overage shall be furnished in completely filled, properly labeled,
SECTION 10810 - TOILET ACCESSORIES
SECTION 16720 - FIRE ALARM SYSTEM
6. Scribe flooring to walls, columns, cabinets, floor outlets and other appurtenances to produce tight joints.
sealed cans.
A. QUALITY ASSURANCE
A. PART 1 - GENERAL
7. Clean substrate. Spread cement evenly in quantity recommended by manufacturer to ensure adhesion
A. Materials:
1. Conform to applicable accessibility code for locating accessories.
1. CONDITIONS OF THE CONTRACT
over entire area of installation. Spread only enough adhesive to permit installation of flooring before
1. General Requirements: Paints not specifically listed shall be "first quality" commercial products
B. MATERIALS
a The general conditions and supplementary conditions shall apply to and form part of this division.
initial set.
B. Set flooring in place, press with heavy roller to ensure full adhesion.
from one of the following:
a Benjamin Moore Paint Company.
1. Stainless steel: sheet - in accordance with ASTM a 167, type 304.
2. Stainless steel: tubing - in accordance with ASTM a 269,
2. SCOPE
a This section includes all labor, material, equipment and related services necessary to furnish, install
9. Seal joint between flooring and adjacent materials at restrooms, bathrooms, kitchens, and other moist
b Paints. Pittsburgh Available national)
g ( Y)
3. Galvanized steel: in accordance with ASTM a 366.
and connect a complete fire alarm system.
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
c Pratt & Lambert. (Available nationally)
d The Sherwin-Williams Company.
ICI Paints North America.
4. Mirror glass: in accordance with ASTM c 1036, type I, class 1, quality q1.
C. ACCESSORIES
b A fire alarm system shall be provided where required by local codes and/or as required by the AHJ.
c Provide complete system design and submittal including product data and shop drawings and
room. Where cutting is required, double cut and weld as specified. Trim in accordance with
a
f Cardinal Industrial Finishes
1. Fasteners: stainless steel where exposed, hot dip galvanized where concealed; type best suited to
to Owner for approval. Upon Owner approval, submit to the
he AHJforr approval and perm9Sd a e Coor
dinate
manufacturer's instructions.
2. Acrylic Wall Size: One of the following:
substrate conditions.
2. Framed Mirror: Bobrick B-1652436
all inspections and perform system testing per the AHJ requirements.
B. PART 2 - PRODUCTS
2. Seams in accordance with the manufacturer's printed instructions.a
3. Unless indicated otherwise, lay flooring with seams parallel to building lines to produce minimum
ICI Devoe "Wonderprime DR51701 vapor barrier primer/sealer.
"Ultra
3. Waste Receptacle: Provided by owner, installed by GC.
1. PRODUCTS
number of seams.
b ICI Dulux -Hide" 1060 vapor barrier primer/sealer.
"Harmony
4. Seat Cover Dispenser: Health Guards item# 420660, model #HG12-furnished by owners vendor,
a Comply with NFPA 72 and the NEC as applicable to construction and installation of fire alarm and
F. Special Flashed Coved Base Requirements:
c Sherwin-Williams Primer 0 VOC" B11W900.
Wall Grip
d Benjamin Moore Paint Company "Gard"
installed by GC
detection system components and accessories. Provide components and systems which are UL listed
1. Provide cove fillet at intersection of floor and wall to ease transition.
Is
x Vapor
a Parker Paint Mfg. Co., Inc. "Perm Gard" Interior Latex Vapor Barrier.
5. Grab Bar: Bobrick B-6806
and labeled for fire alarm. Provide fire alarm and detection systems and accessories which are FM
0
2. Miter cut, fit, and heat weld all seams, joints, penetrations, and transitions. Extend flooring to elevation
f Zinsser Inc. (Somerset NJ; (732) 469-8100) "Shieldz Universal Pre -Wall Covering
6. Automatic Hand Dryer: American Dryer item #GXT9-RRC and ADA Recessed Mounting Kit #ADA-RK . Fixed nozzle, white
approved. Comply with State and local requirements as applicable.
above finished floor level as indicated.
acrCo,ylic
Primer"; acrylic primer/sealer
finish. Furnished b owner's vendor, installed b G.C.
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b Acceptable Manufacturers: Edwards, Notifier, Siemens, Simplex. Where art of the landlords stem
P P P Y
3. Cut top exposed edge straight and level.
B. Surface Preparation:
7. Toilet Paper Dispenser: Bobrick B-76857
provide devices manufactured by and compatible with landlord system.
4. Cap top edge with cap trim. Miter all trim corner joints. Install trim in maximum practical lengths with
1. Prepare surfaces by removing all dirt, dust, grease, oil, moisture, and other contaminants which
D. FABRICATION
c Where art of the landlords stem provide devices manufactured b and compatible with landlord
P Y P Y P
no piece shorter than 18 inches for continuous runs longer than 18 inches.
will impair the proper adhesion of the finish.
1. Use stainless steel for exposed surfaces; galvanized steel may be used in concealed locations. Form
system. Comply with all requirements as established by the AHJ and landlord for tenant spaces.
G. Rubber Base Installation:
2. Ferrous Metal ShopPrimed under other Sections: Clean previously rimed surfaces with
P y P
exposed surfaces from single sheet of stock, free from joints, and flat without distortion. Weld joints of
d The system shall operate as a low voltage, INTELLIGENT, point identification fire management
1. Adhesively install resilient base tightly to wall and floor surfaces in accordance with the manufacturer's
non -petroleum based solvent to remove oil and grease. Remove loose rust, blistered and peeling
fabricated components and grind smooth. Fabricate grab bars of tubing, free of visible joints, return to
system. The fire detection and control system shall monitor Intelligent (ANALOG) and Addressable
recommendations.
paint to bare metal by scraping, sanding, and wire brushing in accordance with SSPC-SP2 and
wall with end attachment flanges. Knurl grip surfaces. Fabricate soap dispensers too operate with less
g g P P P P
DIGITAL devices, traditional initiatingdevices, point identify the alarm location and transmit a signal
(DIGITAL) P ty g
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
SSPC-SP3. immediately apply touch up prime damaged or abraded surfaces. Lightly sand all
shop prime painted surfaces to receive paint finish.
than 5 pound force. Provide hangers, adapters, anchor plates and accessories required for installation.
Key locks alike; furnish six (6) keys.
to the monitoring agency.
a An alarm shall be displayed on an 80 character alphanumeric display at the main panel. When
conditions.
3. Galvanized Ferrous Metal: Clean with non -petroleum based in accordance with SSPC-SP1;
2. Framed mirrors: one coat of organic mirror backing compound to the back surface of the glass.
required by the AHJ, provide remote 80 character keypad annunciator at approved location.
I
3. Install base to walls, columns, and casework toe kicks in all areas where resilient base is scheduled.
abrade surface with 3M "Scotchbrite Heavy Duty" (brown) pad, as necessary to achieve sufficient
3. Backing: galvanized sheet steel. Isolate glass from frame and backing with resilient, waterproof padding
f Provide required interface connection to fire sprinkler system tamper switches, flow switches and
4. Miter or cope inside corners for accurate fit. Scribe and fit to door frames and other obstructions.
profile for paint adhesion.
4. Finishes:
high/low air pressure alarm switches. Include connection to tamper switches in exterior vaults.
5. Outside Corners:
4. Unprimed Ferrous Metal:
a Stainless steel: no. 4 satin.
g Provide connection from duct smoke detectors to fan starter control circuit. Fans shall be shut down
a Score back of base material with grooving tool and accurate) align to corner.
9 9 Y 9
a Solvent clean in accordance with SSPC SP-1.
b Galvanizing: ASTM a 123 to 1.25 ounces per square foot.
on local detection only. Provide interface relay to control system.
b Firmly adhere to wall at both sides of corner, with no visible gaps at top of base.
b Commercial blast per SSPC SP6.
c Chrome )stir ASTM b 456, type sc 2, polished finish
plating: yp P
h Provide F.A. power and fire closure signal connection to all fire shutters in corridors. Shutters shall be
c Stretch toe of coved base for smooth transition around corner, with toe in uniform contact with the
5. Wood - Opaque paint finish:
5. Shop assemble units and package complete with anchors and fittings.
powered from fire alarm panel.
finish flooring.
a Spot coat knots, pitch streaks, and sappy sections with sealer.
E. INSTALLATION
i Provide manual stations where required. Manual stations shall be die-cast aluminum with white
0
6. Remove excess adhesive from surfaces without damage.
b Fill all nail holes and cracks. Sand filler smooth and level with wood surface.
1. Set plumb and level, square and rigidly anchored. Install in accordance with manufacturer's instructions.
lettering and red finish. Equip with plastic guards.
H. Cleaning
6. Wood - Transparent Finish: Fill all exposed finish nail holes and cracks with matching color filler
j Provide smoke detectors where required. Smoke detectors shall be photoelectric type with visual
1. Remove excess adhesive from floor, base, and wall surfaces without damage.
after prime coatis applied. Sand filler smooth and level with adjacent surfaces.
104416 FIRE EXTINGUISHERS AND CABINETS
indication of detector actuation. Detectors shall be addressable and intelligent type.
9 YP
2. Clean base and floor in accordance with manufacturer's instructions.
7. Concrete and Concrete Masonry Units: Remove all contaminants by washing and wire brushing.
A. Submittals: Product literature, including extinguisher dimensions.
k Duct Smoke Detectors shall be photoelectric a and shall operate at air velocities of 300 feet per
P type P
096813 CARPETING
Sandblast if necessary.
B. Extinguishers: Multi -Purpose Dry Chemical Type: Heavy Duty DOT Steel tank; UL rating 2A-10B;C, 5 lb
minute to 2000 feet per minute. An integral filters stem shall be included to reduce dust and residue
P 9 Y
A. Quality Assurance: Carpet Installer shall have minimum of 3 years experience in carpet installations of
capacity, FM approved; red enamel finish; pressure gage; metal valves and siphon tubes.
accumulation. An air flow monitor shall be included to indicate the presence and direction of air flow
similar size and scope.
C. Fire Extinguisher Cabinets:
through the detector. Provide for all fan supplying air to building with CFM totals of 2000 CFM or
B. Warranty: Furnish manufacturer's standard 5-year warranty against wear and deterioration.
1. Type (one of the following): Potter -Roemer, Inc. #7023-DV-VB-RR or #7023-DV-VB-RR-FRC at rated
greater. Provide at supply and/or return duct as required by local code.
C. Materials:
1. Carpet: As scheduled on the drawings.
2. Pad: As scheduled on the Drawings.
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..
I Horn/strobes shall be solid state construction and shall produce a broadband horn sound output of 96
dBA (103 peak dBA) at 10 feet in an anechoic chamber. The strobes shall produce 8000 peak
2. Style: Semi -recessed (approximately 2-1/2" projection; rolled edge); steel frame and door with
candlepower at one flash per second. .
3. Walk -Off Mat: As scheduled on the Drawings.
contemporary 2 inch wide double strength glass insert.
C. PART 3 - EXECUTION
4. Accessories:
3. Finish: Manufacturer's standard baked white enamel interior; furnish to Section 099000 for field
1. INSTALLATION
a Carpet Grippers: Roberts Architectural "22-333", or approved.
b Pad Tape: Non -paper tape recommended by pad manufacturer.
painting.
a Provide the system in accordance with the plans and specifications, all applicable codes and the
c Edge Strips: Reducer strips; size and configuration as appropriate for conditions; color as selected by
4. Lettering: Black lettering in vertical format.
manufacturer's recommendations. All wiring shall be installed in strict compliance with all the
Architect from manufacturer's standard line.
D. Fire Extinguisher Brackets: Manufacturer's standard J-type. Provide at fire extinguisher locations where no
provisions of NEC: Article 760 A and C, Power -Limited Fire Protective Signaling Circuits or, if required,
d Walk -Off Mat Screed: Schluter; aluminum; profile as indicated on the Drawings, and to suit job
cabinet is indicated.
may be reclassified as non -power limited and wired in accordance with NEC: Article 760 A and B. Upon
m
conditions.
E. Installation:
completion, the Contractor shall so certify in writing to the Owner and General Contractor.
e Adhesives: Type as recommended by carpet, mat or screed manufacturer for intended use. Use
waterproof adhesive at Walk -Off Mat.
1. Install brackets 48 inches from finished floor to top of bracket.
b The supplier shall have the capabilities of responding to a service call with a factory trained Technical
f Latex Underlayment: White premix latex filler.
2. Secure rigidly in place in accordance with manufacturer's instructions.
Representative within 24 hours. Also, this supplier shall maintain an adequate stock of all parts
g Backing: As indicated on the Drawings.
3. Install cabinets plumb and level in wall openings in locations as indicated. Unless otherwise indicated,
necessary for the repair of this equipment
ry p ' q 'pment on hand at all times.
D. Preparation:
install 30 inches from finished floor to inside bottom of cabinet.
-y
c The system, upon completion of installation by the Contractor, shall be checked out and all
REVIEWE[
1. Clean floors of dust, dirt, solvents, oil, grease, paint, plaster, and other substances which would be
4. When recessed cabinets are installed in fire rated walls, maintain fire resistance rating continuously
connections to initiating and indicating devices shall be supervised by factory trained technicians in
detrimental to the proper performance of adhesive and carpet.
behind the cabinet.
the employ of a factory franchised dealer for the product installed. Each individual device shall be CODE COMF
2. Fill low spots and cracks over 1/8 inch in width with latex underlayment.
5
5. Install in locations as indicated on the drawings.
checked out and tested for operation by a factory trained technician. APP130@
E. Installation:
1. Install carpets in strict accordance with the manufacturer's recommendations.
2. Verify matching of carpet prior to cutting and ensure that there is no visible variation between dye lots.
105623 WIRE STORAGE SHELVING
A. GENERAL: Shelving shall carry the approval of the National Sanitation Foundation (NSF)
d The completed Fire Alarm System shall be fully tested in accordance with NFPA 72H by the Contractor
in the presence of the Owner's Representative and the local Fire Marshal. Upon completion of a �+
successful test, the Contractor shall so certify in writing to the Owner. ` Ep 1 4
3. Cut carpet, where required in a manner to allow proper seam and pattern match. Ensure cuts are
B. MATERIAL: Shelves shall be bright basic carbon steel wire. Posts shall be cold rolledcarbon steel
straight and true and unfrayed.
tubing, electric welded. Plastic clips material shall be ABS.
END
4. Make seams straight and uniform.
5. Seaming shall be by hand sewing or with hot melt tape methods.
C. FINISH: Bright Plated
l lfiy ®f Til
D. SHELVES: Construction shall be of open wire design offering greater light penetration
6. Do not change run of pile in any one room.
andvisibility, lighter weight, air circulation and minimal dust and dirt accumulation.
.: RECFI H LDI N� DI
7. Ensure monolithic color, pattern and texture match within each distinct room.
E. FABRICATION: Face ribs shall run front to back equally spaced on 20.6mm centers and to be of
CITY �� ,� ��ILA �--
8. Install edging strips where carpet terminates at other floor coverings. Use full length pieces only. Butt
3.4mm wire. Each side (four) of shelf shall consist of a corrugated, reinforcing truss of 4.5mm
Q
tight to vertical surfaces. Where splicing cannot be avoided, butt ends tight, flush, and accurately
wire. At the front and back of the shelf, this corrugated reinforcing shall be welded to 6.2mm rib
aligned.
wire running perpendicular and above the face ribs. A 6.2mm rib wire shall be welded to the
AUG ' 2015
F. Remnants: Upon completion of the installation, contact the Architect for selection of carpet remaining after
bottom of the truss. At the ends of the shelf, the corrugated reinforcing truss shall be welded to
trimming. Carefully wrap and mark separately the selected remnants. Remove and dispose of remainder at
parallel 6.2mm wire ribs. Depending upon the width and length of the shelf, it shall have three
a legal off -site location.
G. Cleanup:
or five longitudinal ribs (6.2 mm) welded to the face ribs. In addition, certain longer lengths shall
PERMIT CENTER
1. The premises shall be kept free from unnecessary accumulation of tools, equipment and surplus
have one or two corrugated reinforcing trusses (6.2mm) welded to the underside. At each corner
materials during the progress of the work.
of the shelf there shall be a tapered, conical fitting made of 2.6mm cold rolled steel to the
2. Remove threads with sharp scissors. Remove spots with manufacturer's recommended spot remover.
I
parallel rib supports. The fitting shall be designed to accommodate the vertical supports. The
3. Thoroughly power vacuum entire surface using equipment with motor driven brushes.
corrugated truss shall be in the shape of the letter "W'.
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These drawings 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, 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.
FOR
DANCE
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Wily
JISION
10354 REGISTERED
'\ ARCHITECT
8l AIR S. LFACH
STATE OF WASHMMON
AUG 2 7 2015
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