1. finance
2. personal finance
3. insurance

PROJECT
MANUAL
INNER HARBOR
1 North Charles Street, Mezzanine 1
Baltimore, Maryland 21201
PROJECT NUMBER: 13012
ARCHITECTURE
MECH/ELEC/PLUMB:
Kibart, Inc.
901 Dulaney Valley Road, Suite 301
Towson, Maryland 21204
ENGINEERING
400 East Pratt Street
Baltimore, Maryland 21202
SECTION 00 0101
PROJECT DIRECTORY
PROJECT TITLE:
M&T Bank – Inner Harbor
DATE:
May 7, 2014
AHSa PROJECT NUMBER:
13012
OWNER:
PDL Pratt Associates, LLC
TENANT:
M&T Bank
1800 Washington Boulevard, 8th Floor
Baltimore, Maryland 21230
(410) 375-5069 FAX: (410) 347-6830
ARCHITECT:
Ammon Heisler Sachs architects P.C.
1 North Charles Street, Mezzanine 1
Baltimore, Maryland 21201
(410) 752-3510 FAX: (410) 752-8358
MECH / ELEC / PLUMB:
Kibart Inc.
901 Dulaney Valley Road, Suite 301
Towson, Maryland 21204
(410) 494-1111 FAX: (410) 494-1112
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 0101 - 1
PROJECT DIRECTORY
SECTION 00 0102
PROJECT INFORMATION
PART 1 GENERAL
1.01 PROJECT IDENTIFICATION
A. Project Name: M&T Bank – Inner Harbor, located at 400 East Pratt Street,
Baltimore, Maryland 21202.
B. AHSa Project Number: 13012
C. The Tenant, hereinafter referred to as M&T Bank:
M&T Bank's Project Manager: Cliff Dehoff.
Address: 1800 Washington Boulevard, 8th Floor
City, State, Zip: Baltimore, Maryland 21230
Phone/Fax: (410) 375-5069, F: (410) 347-6830
E-mail: cdehoff@mtb.com
1.02 PROJECT DESCRIPTION
A. Summary Project Description: Approximately 1,785.00 SF tenant fit-out to a cold,
dark shell at 400 East Pratt Street. Scope of work includes, but is not limited to,
interior walls, finishes, ceilings, kitchenette millwork, HVAC, electrical and
plumbing.
B. Contract Scope: Construction and renovation.
C. Contract Terms: Lump sum (fixed price, stipulated sum) as described in 00 5000
Contracting Forms and Supplements.
1.03 PROCUREMENT TIMETABLE
A. Last Request for Substitution Due: 7 days prior to due date of bids.
B. Last Request for Information Due: 7 days prior to due date of bids.
C. Anticipated Bid Due Date: May 29, 2014, before 3:00 PM local time.
D. Notice of Award: Within 7 days after due date.
E.
M&T Bank reserves the right to change the schedule or terminate the entire
procurement process at any time.
1.04 PROCUREMENT DOCUMENTS
A. Availability of Documents: Complete sets of procurement documents may be
obtained electronically:
1. From the architect, Ammon Heisler Sachs architects, via the Project
Architect.
1.05 BID SECURITY
A. Bids shall be accompanied by a security deposit as follows:
1. Bid Bond in the amount of $ 1,000.00 .
13012 / M&T Bank – Inner Harbor
00 0102 - 1
PROJECT INFORMATION
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 0102 - 2
PROJECT INFORMATION
SECTION 00 0110
TABLE OF CONTENTS
PART 1 PROCUREMENT AND CONTRACTING REQUIREMENTS
1.01 Division 00 -- Procurement and Contracting Requirements
A. 00 0101 - Project Directory
B. 00 0102 - Project Information
C. 00 0110 - Table of Contents
D. 00 0115 - List of Drawing Sheets
E.
00 1113 - Advertisement for Bids
F.
00 2113 - Instructions to Bidders
G. 00 5000 - Contracting Forms and Supplements
H. 00 6100 - Insurance & Bonds
I.
00 6536 - Contractor Warranty Form
J.
00 6537 - Sub-Contractor Warranty Form
PART 2 SPECIFICATIONS
2.01 Division 01 -- General Requirements
A. 01 1000 - Summary
B. 01 2000 - Price and Payment Procedures
C. 01 2200 - Unit Prices
D. 01 3000 - Administrative Requirements
E.
01 3216 - Construction Progress Schedule
F.
01 4000 - Quality Requirements
G. 01 4216 - Definitions
H. 01 5000 - Temporary Facilities and Controls
I.
01 6000 - Product Requirements
J.
01 7000 - Execution and Closeout Requirements
K. 01 7800 - Closeout Submittals
2.02 Division 02 -- Existing Conditions (NOT USED)
2.03 Division 03 -- Concrete
A. 03 3000 - Cast-in-Place Concrete
2.04 Division 04 -- Masonry (NOT USED)
2.05 Division 05 -- Metals (NOT USED)
2.06 Division 06 -- Wood, Plastics, and Composites
13012 / M&T Bank – Inner Harbor
00 0110 - 1
TABLE OF CONTENTS
A. 06 1000 - Rough Carpentry
B. 06 4100 - Architectural Wood Casework
C. 06 6100 - Simulated Stone Fabrications
D. 06 8200 - Glass Fiber Reinforced Plastic
2.07 Division 07 -- Thermal and Moisture Protection
A. 07 2100 - Thermal Insulation
B. 07 8400 - Firestopping
C. 07 9005 - Joint Sealers
2.08 Division 08 -- Openings
A. 08 1113 - Hollow Metal Doors and Frames
B. 08 3100 - Access Doors and Panels
C. 08 3223 - Sliding/Folding Glazed Doors/Walls
D. 08 7100 - Door Hardware
E.
08 8000 - Glazing
2.09 Division 09 -- Finishes
A. 09 2116 - Gypsum Board Assemblies
B. 09 3000 - Tiling
C. 09 5100 - Acoustical Ceilings
D. 09 6500 - Resilient Flooring
E.
09 6813 - Tile Carpeting
F.
09 9000 - Painting and Coating
2.10 Division 10 -- Specialties
A. 10 2800 - Toilet, Bath, and Laundry Accessories
B. 10 4400 - Fire Protection Specialties
C. 10 5617 - Wall Mounted Standards and Shelving
2.11 Division 11 -- Equipment
A. 11 3100 - Residential Appliances
2.12 Division 12 -- Furnishings
A. 12 2400 - Window Shades
2.13 Division 13 -- Special Construction (NOT USED)
2.14 Division 14 -- Conveying Equipment (NOT USED)
2.15 Division 15 -- (For Mechanical, see Drawing Sheets MP901 and MP902)
2.16 Division 16 -- (For Electrical, see Drawing Sheet E901)
13012 / M&T Bank – Inner Harbor
00 0110 - 2
TABLE OF CONTENTS
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 0110 - 3
TABLE OF CONTENTS
SECTION 00 0115
LIST OF DRAWINGS
COVER SHEET
CS
Code Review & Index of Drawings
ARCHITECTURAL
A1.1
Floor Plan & Reflected Ceiling Plan
A1.2
Furniture, Fixt., Equip. & Finish Plan
A2.1
Sections & Interior Elevations
A3.1
Schedules
MILLWORK
A4.1
Millwork Plans, Elevations & Sections
A4.2
Millwork Plans, Elevations & Sections
MECHANICAL
MCS1
Mechanical Cover Sheet
M201
Part First Floor Plan - New Work - HVAC and Piping
M701
Mechanical Details
M702
Mechanical Details
M801
Mechanical Schedules
MP901 Mechanical Specifications
MP902 Mechanical Specifications
PLUMBING
PCS1
Plumbing Cover Sheet
P201
Part First Floor Plan - New Work – Plumbing
P501
Plumbing Riser Diagrams
ELECTRICAL
ECS1
Electrical Cover Sheet
E201
Electrical Floor Plans - Power and Lighting
E901
Electrical Specifications
13012 / M&T Bank – Inner Harbor
00 0115 - 1
LIST OF DRAWINGS
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 0115 - 2
LIST OF DRAWINGS
SECTION 00 1113
ADVERTISEMENT FOR BIDS
PART 1 GENERAL:
1.01 The Owner/Landlord (hereinafter referred to as PDL Pratt Associates, LLC):
A. PDL Pratt Associates, LLC
1.02 The Tenant (hereinafter referred to as M&T Bank):
A. M&T Bank
1800 Washington Boulevard, 8th Floor
Baltimore, Maryland 21230
1.03 The Architect (hereinafter referred to as Ammon Heisler Sachs architects):
A. Ammon Heisler Sachs architects P.C.
1 North Charles Street, Mezzanine 1
Baltimore, Maryland 21201
bids@ahsarch.com
1.04 DATE: May 29, 2014
1.05 TO: POTENTIAL BIDDERS
A. Your firm is invited to submit an offer to M&T Bank for construction of a facility
located at 400 East Pratt Street, Baltimore, Maryland 21202 before 3:00 pm local
standard time on May 29, 2014.
B. All bidders are required to prequalify to the approval of Cliff Dehoff/David C.
Ammon no later than 15 days prior to submission of bids. Utilize AIA Form A305.
1. Bids will only be accepted from pre-qualified General Contractors and
pre-qualified major Sub-Contractors. The pre-qualified General Contractors
and major Sub-Contractors are listed below.
2. Any Contractor or Sub-Contractor wishing to be added to this list must
submit their qualifications, experience and references, in writing, to David C.
Ammon, AIA of Ammon Heisler Sachs at least 15 days prior to the specified
Bid Date.
C. Pre-Qualified General Contractors:
1. Constantine Commercial Construction
2. F.M. Harvey Construction
3. Jeffrey Brown Construction
4. Marion Construction
5. Morgan Keller Specialty Contracts Group
6. Obrecht-Phoenix Contractors, Inc.
7. Schaefer Construction
D. Pre-Qualified Major Sub-Contractors:
13012 / M&T Bank – Inner Harbor
00 1113 - 1
ADVERTISEMENT FOR BIDS
1.
2.
Thompson Industries
Benchmark Architectural Millwork
E.
Bid Documents:
1. An electronic copy of the Bid Documents will be available to each General
Contractor Bidder.
2. Additional, non-returnable/non-refundable sets of Bid Documents & Project
Manual are available for purchase from:
ABC Imaging
400 East Pratt Street
Baltimore, Maryland 21202
(410) 779-4550
F.
Bidders will be required to provide bid security in the form of a Bid Bond in the
amount of $1,000.00 and be required to hold bid for 90 days from the specified
Bid Date. Bid bonds will be refunded to the unsuccessful bidders.
G. Refer to other bidding requirements described in Document 00 2113 Instructions to Bidders .
H. Submit your offer on the Bid Form provided. Bidders may supplement this form
as appropriate.
I.
The Owner reserves the right to accept or reject any or all offers.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 1113 - 2
ADVERTISEMENT FOR BIDS
SECTION 00 2113
INSTRUCTIONS TO BIDDERS
FORM OF INSTRUCTIONS TO BIDDERS
1.01 See AIA Document A701 (2007 Edition), Instructions to Bidders available at American
Institute of Architects.
1.02 The instructions in this document amend or supplement the Instructions To Bidders
and other provisions of the Bidding and Contract Documents.
1.03 RELATED DOCUMENTS
A. Document 00 1113 - Advertisement for Bids.
SITE ASSESSMENT
2.01 PREBID CONFERENCE
A. A bidders conference will be scheduled for 11:00 a.m. on the 15 day of May at
the location of the new branch fit-out. The base building is currently under
construction, therefore the Architect and M&T Bank representative will attempt
to schedule access to the tenant space with the base building Agent and General
Contractor. Please meet in the plaza across Pratt Street.
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 2113 - 1
INSTRUCTIONS TO BIDDERS
SECTION 00 5000
CONTRACTING FORMS AND SUPPLEMENTS
PART 1 GENERAL
1.01 All Contractors are responsible for obtaining a valid license to use all copyrighted
documents specified but not included in the Project Manual.
1.02 AGREEMENT AND CONDITIONS OF THE CONTRACT
A. The Agreement form is AIA A101 - 2007.
B. The General Conditions are AIA A201 - 2007.
1.03 FORMS
A. Use the following forms for the specified purposes unless otherwise indicated
elsewhere in the Contract Documents.
B. Bond Forms:
1. Performance and Payment Bond Form: AIA A312.
C. Post-Award Certificates and Other Forms:
1. Schedule of Values Form: AIA G703.
2. Application for Payment Form: AIA G702 and G703.
D. Clarification and Modification Forms:
1. Supplemental Instruction Form: AIA G710.
2. Construction Change Directive Form: AIA G714.
3. Change Order Form: AIA G701.
E.
Closeout Forms:
1. Certificate of Substantial Completion Form: AIA G704.
2. Warranty Form:
a. Contractor Warranty Form: See Section 00 6536
b. Sub-Contractor Warranty Form: See Section 00 6537
1.04 REFERENCE STANDARDS
A. AIA A101 - Standard Form of Agreement Between Owner and Contractor where
the basis of payment is a Stipulated Sum; 2007.
B. AIA A201 - General Conditions of the Contract for Construction; 2007.
C. AIA A312 - Performance Bond and Payment Bond.
D. AIA G701 - Change Order.
E.
AIA G702 - Application and Certificate for Payment.
F.
AIA G703 - Continuation Sheet.
G. AIA G704 - Certificate of Substantial Completion.
H. AIA G710 - Architect's Supplemental Instructions.
I.
AIA G714 - Construction Change Directive; 2007.
13012 / M&T Bank – Inner Harbor
SUPPLEMENTS
00 5000 - 1
CONTRACTING FORMS AND
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
13012 / M&T Bank – Inner Harbor
SUPPLEMENTS
00 5000 - 2
CONTRACTING FORMS AND
SECTION 00 6100
INSURANCE & BONDS
PART 1 GENERAL
1.01 The general provisions of the Contract, including the General Conditions apply to the
work specified in this section.
A. Scope
1. Description of Work: The General Contractor shall furnish and pay for all
insurance specified herein and issued by companies, acceptable to the
Owner/Landlord, the Tenant, and the Architect, and licensed and registered
to conduct business in the State of Maryland.
a. Definitions:
1) Owner/Landlord: PDL Pratt Associates, LLC
2) Tenant: M&T Bank
3) Architect: Ammon Heisler Sachs architects P.C.
B. The General Contractor's insurance (i.e. builder's risk, General Contractor's
liability or umbrella clauses) shall include the Owner/Landlord's name, Tenant's
name and the Architect's name on the policies. All certificates of insurance must
be sent to the Owner/Landlord, Tenant and Architect for compliance.
C. The General Contractor shall not commence work under this contract until all of
the insurance, as required hereunder, has been obtained and approved by
Owner/Landlord/Tenant. The General Contractor shall not allow any
Sub-Contractor to commence work on its subcontract until all similar insurance
required of the Sub-Contractor has been obtained and approved by the General
Contractor. Approval of insurance required of the General Contractor will be
granted only after submission of Certificates of Insurance to the Architect and
Owner/Landlord/Tenant, or alternately, at the Tenant's request, certified copies
of the required insurance policies. All insurance required hereunder shall include
the following provisions:
1. "It is agreed that this policy is not subject to cancellation of or reduction in
coverage until fifteen days prior written notice has been given to the
Owner/Landlord and Tenant."
D. The requirement of any and all insurance as set forth in these specifications, or
elsewhere, shall be in addition to, and not in any way in substitution of, all other
protection provided under the contract documents.
E.
No acceptance and/or approval of any insurance by Owner/Landlord/Tenant shall
be construed as relieving or excusing the General Contractor, or the Surety of his
bond, from any liability or obligation imposed upon either or both of them by the
provisions of the contract documents.
F.
The General Contractor shall indemnify and save harmless the Owner/Landlord,
Tenant and Architect from any and all liability, damage, expense (including, but
13012 / M&T Bank – Inner Harbor
00 6100 - 1
INSURANCE & BONDS
not limited to, attorney's fees and disbursements), cause of action, suits, claims,
property on the demised premises or upon the adjoining areas, which arise out of
the act, failure to act, or negligence of the General Contractor, its agents,
sub-contractors, or employees. The General Contractor shall keep in force at its
own expense and at all times during the term of this Contract, insurance in a
form satisfactory to the Landlord/Owner/Tenant covering the General Contractor
and Owner/Landlord/Tenant, and their respective agents, with coverages having
minimum limits as set forth below. The General Contractor is to deliver to the
Owner/Landlord/Tenant a Certificate of Insurance showing the same to be in
force and effect naming Owner/Landlord/Tenant as co-insured under the policy
two (2) weeks prior to the commencement of work. If the General Contractor
shall not comply with its covenant to maintain insurance as provided herein, the
Owner/Landlord/Tenant may, at its option, cause insurance, as aforesaid, to be
issued. In such event, the General Contractor agrees to pay the premium for such
insurance promptly upon the Owner/Landlord/Tenant's demand.
G. The General Contractor shall require all of the Sub-Contractors to maintain,
during the term of this agreement, Comprehensive General Liability Insurance,
Comprehensive Automobile Insurance, Workmen's Compensation and Employer's
Liability Insurance, in the same manner specified for the General Contractor
below.
H. INSURANCE AND BONDS
1. WORKMEN'S COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE
a. Except as otherwise provided by law, the General Contractor shall, at all
times, maintain and keep in force such insurance that will protect him
from claims under all State and Federal Workmen's Compensation Acts,
as well as maintain and keep in force Coverage "B" - Employer's Liability
Insurance at a limit of Three Hundred Thousand Dollars ($300,000.00).
In case any work is sub-contracted or sub-subcontracted, the General
Contractor shall similarly require the Sub-Contractor and
Sub-Subcontractor to provide Workmen's Compensation and Employer's
Liability Insurance for all the latter's employees unless such employees
are covered by the protection afforded by the General Contractor.
Worker's Compensation or similar insurance, in form and amounts
required by law, shall be with the Owner/Landlord and Tenant each
being included as an additional insured, in form and amounts required
by law.
2. COMPREHENSIVE GENERAL LIABILITY INSURANCE
a. The General Contractor shall purchase and maintain during the life of
this contract, comprehensive general liability insurance, including the
General Contractor's liability coverage, completed operations coverage,
broad form property damage endorsement and protective liability
coverage, to afford protection, with limits for each occurrence, of not
less than combined limits of Two Million Dollars ($2,000,000.00) with
13012 / M&T Bank – Inner Harbor
00 6100 - 2
INSURANCE & BONDS
3.
4.
respect to bodily injury or death, Two Million Dollars ($2,000,000.00)
with respect to property damage, and excess liability coverage of Three
Million Dollars ($3,000,000.00).
b. Such insurance shall include:
1) General Contractor's, Architect's, Owner/Landlord's and Tenant's
Protective Liability Insurance.
2) Products-Completed Operations Insurance. This coverage must be
maintained for two (2) years after acceptance of the project by the
Owner/Landlord/Tenant.
3) Contractual Liability Insurance to protect the General Contractor,
Architect, Owner/Landlord and Tenant from claims arising out of
liability assumed by the General Contractor in connection with this
contract.
c. The above policies for Public Liability and Property Damage Insurance
must be so written as to include Contingent Liability and Contingent
Property Damage Insurance to protect Owner/Landlord and the General
Contractor against claims arising from the operations of sub-contractors.
Such policies shall include protection against all contingencies likely to
arise on this project including liability arising from collapse and explosion
hazard, for underground hazard connected with wrecking, demolition or
shoring of buildings or structures, and/or from any excavation work
necessary for the building proper or trenching for underground service.
COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE
a. The General Contractor shall purchase and maintain during the life of
this contract, comprehensive automobile liability insurance with limits
for each occurrence of not less than One Million Dollars ($1,000,000.00)
with respect to bodily injury or death, and Five Hundred Thousand
Dollars ($500,000.00) with respect to property damage. The insurance
shall apply to any owned, hired, or non-owned automobile used in the
performance of this contract.
FIRE INSURANCE
a. The General Contractor will effect and maintain all Builder's Risk
Coverage to the full insurable value thereof upon all structures and
appurtenances thereto on which the work of this contract is to be done,
including material in place or to be used as part of the permanent
construction, including surplus materials on the job site. Coverage shall
protect Owner/Landlord, the General Contractor and Sub-contractors as
interests may appear. Loss, if any, shall be payable to the
Owner/Landlord/Tenant with the General Contractor as trustee for
whom it may concern.
13012 / M&T Bank – Inner Harbor
00 6100 - 3
INSURANCE & BONDS
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 6100 - 4
INSURANCE & BONDS
SECTION 00 6536
CONTRACTOR WARRANTY FORM
PROJECT:
M&T Bank – Inner Harbor
LOCATION: 400 East Pratt Street, Baltimore, Maryland 21202
OWNER/TENANT:
M&T Bank
We, ___________________________________________ (COMPANY NAME),
General Contractor for the above referenced project, do hereby warrant that all
labor and materials furnished and work performed are in accordance with the
Contract Documents and authorized modifications thereto, and will be free from
defects due to defective materials or workmanship for a period of one year from the
Date of Substantial Completion.
This warranty commences on
SUBSTANTIAL COMPLETION) and expires on
YEAR FROM COMMENCEMENT DATE).
(DATE OF
(ONE
Should any defect develop during the warranty period due to improper materials,
workmanship or arrangement, the same, including adjacent work displaced, shall be
made good by the undersigned at no expense to M&T Bank.
M&T Bank will give the Contractor written notice of defective work. Should the
Contractor fail to correct defective work within 30 days after receiving written notice,
M&T Bank may, at its option, correct defects and charge the Contractor costs for
such correction. The Contractor agrees to pay such charged amount upon demand.
Nothing in the above shall be deemed to apply to work which has been abused or
neglected by M&T Bank.
13012 / M&T Bank – Inner Harbor
00 6536 - 1
CONTRACTOR WARRANTY FORM
CONTRACTOR'S NAME:
AUTHORIZED SIGNATURE:
TITLE:
DATE:
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 6536 - 2
CONTRACTOR WARRANTY FORM
SECTION 00 6537
SUB-CONTRACTOR WARRANTY FORM
PROJECT:
M&T Bank – Inner Harbor
LOCATION: 400 East Pratt Street, Baltimore, Maryland 21202
OWNER/TENANT:
M&T Bank
We, __________________________________________ (COMPANY NAME),
Sub-Contractor for __________________________________________ (LIST TRADE),
as described in Specification section(s)
__________________________________________ (LIST APPROPRIATE SECTIONS
OF SPECIFICATION) do hereby warrant that all labor and materials furnished and
work performed are in accordance with the Contract Documents and authorized
modifications thereto, and will be free from defects due to defective materials or
workmanship for a period of one year from the Date of Substantial Completion.
This warranty commences on
SUBSTANTIAL COMPLETION) and expires on
YEAR FROM COMMENCEMENT DATE).
(DATE OF
(ONE
Should any defect develop during the warranty period due to improper materials,
workmanship or arrangement, the same, including adjacent work displaced, shall be
made good by the undersigned at no expense to M&T Bank.
M&T Bank will give the Contractor written notice of defective work. Should the
Contractor fail to correct defective work within 30 days after receiving written notice,
M&T Bank may, at its option, correct defects and charge the Contractor costs for
such correction. The Contractor agrees to pay such charged amount upon demand.
Nothing in the above shall be deemed to apply to work which has been abused or
neglected by M&T Bank.
13012 / M&T Bank – Inner Harbor
00 6537 - 1
SUB-CONTRACTOR WARRANTY FORM
For (General Contractor)
For (Sub-Contractor)
Authorized Signature
Authorized Signature
Title
Title
Date
Date
END OF SECTION
13012 / M&T Bank – Inner Harbor
00 6537 - 2
SUB-CONTRACTOR WARRANTY FORM
SECTION 01 1000
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: M&T Bank – Inner Harbor
B. Project Location: 400 East Pratt Street, Baltimore, Maryland 21202
C. Owner/Landlord's Name: PDL Pratt Associates, LLC
D. Tenant's Name: M&T Bank
E.
Architect's Name: Ammon Heisler Sachs architects.
F.
The Project consists of the approximately 1,785.00 SF tenant fit-out to a cold,
dark shell at 400 East Pratt Street. Scope of work includes, but is not limited to,
interior walls, finishes, ceilings, kitchenette millwork, HVAC, electrical and
plumbing.
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on a Stipulated Price as described
in Section 00 5000 Contracting Forms and Supplements.
1.03 DESCRIPTION OF WORK
A. Plumbing: Alter existing and add new construction.
B. HVAC: Alter existing and add new system(s) and construction.
C. Electrical Power and Lighting: Alter existing and add new construction.
D. Fire Suppression Sprinklers: Alter existing and add new construction as required.
E.
PDL Pratt Associates, LLC will provide a cold, dark shell, along with the following
items before start of work:
1. All interior electrical, HVAC and plumbing service, to be capped and ready for
tenant connection.
1.04 WORK BY TENANT
A. M&T Bank will award a contract for supply and installation of architectural
millwork as shown in drawing A4.1 which will commence on a date to be
determined.
B. Items noted "by others," "by M&T Bank" or N.I.C. (Not in Contract) will be
supplied and installed by M&T Bank before Substantial Completion. Some items
include:
1. Millwork (Teller Counter, Misc. Counters)
2. Movable cabinets
3. Furnishings
4. Banking Equipment (ATM, Night Deposit, Pneumatic Tube)
5. Artwork
13012 / M&T Bank – Inner Harbor
01 1000 - 1
SUMMARY
6.
Security System wiring, Telephone & IT wiring, (Contractor to furnish conduit
with pull wire.)
C. Tenant (M&T Bank) shall furnish and install at the site certain materials and items
required for the project. The Contractor shall coordinate his activities with
Tenant to obtain use of the premises; ensure little disruption in various trades
operating in the same area; ensure appropriate protection and adherence to
avoiding, working or stepping on newly furnished items of work installed by
Tenant.
D. M&T Bank will supply and install the following:
1. Building Exterior Signs (Conduit with Pull Wire is in Contract).
2. Security System Wiring (Contractor Furnishes Conduit with Pull Wire).
3. Banking Equipment.
4. ATM Equipment in Vestibule.
5. Furniture and Furnishings.
6. Telephones (Contractor to Furnish Conduit with Pull Wire).
7. Office Workstations.
8. Millwork (Those items detailed in drawings A4.1 and A4.2).
E.
Tenant reserves the right to award separate contracts for other work to be
performed at the site.
F.
Preparation of all surfaces to receive finishes is in the Base Contract and Base Bid.
G. Electrical Services for all Tenant Furnished Items is in the Base Contract.
1.05 TENANT OCCUPANCY
A. M&T Bank intends to occupy the Project upon Substantial Completion.
B. Schedule the Work to accommodate M&T Bank occupancy.
1.06 CONTRACTOR USE OF SITE AND PREMISES
A. Construction Operations: Limited to alloted area by Shell Building Owner, GC to
coordinate with Shell Building Owner.
B. Arrange use of site and premises to allow:
1. Work by Others.
2. Work by M&T Bank.
C. Provide access to and from site as required by law, by the land owner and by
M&T Bank:
1. Emergency Building Exits During Construction: Keep all exits required by
code open during construction period; provide temporary exit signs if exit
routes are temporarily altered.
2. Do not obstruct roadways, sidewalks, or other public ways without permit.
D. Existing building spaces may not be used for storage.
E.
Time Restrictions:
13012 / M&T Bank – Inner Harbor
01 1000 - 2
SUMMARY
1.
2.
F.
Limit conduct of especially noisy exterior work to the hours of the building is
unoccupied.
Limit conduct of especially noisy interior work to the hours of the building is
unoccupied.
Utility Outages and Shutdown:
1. Limit disruption of utility services to hours the building is unoccupied.
2. Do not disrupt or shut down life safety systems, including but not limited to
fire sprinklers and fire alarm system, without 7 days notice to M&T Bank,
PDL Pratt Associates, LLC, and authorities having jurisdiction.
3. Prevent accidental disruption of utility services to other facilities.
1.07 WORK SEQUENCE
A. Coordinate construction schedule and operations with M&T Bank.
B. Coordinate construction schedule and operations with Ammon Heisler Sachs
architects.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
13012 / M&T Bank – Inner Harbor
01 1000 - 3
SUMMARY
SECTION 01 2000
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Procedures for preparation and submittal of applications for progress payments.
B. Documentation of changes in Contract Sum and Contract Time.
C. Change procedures.
D. Procedures for preparation and submittal of application for final payment.
1.02 RELATED REQUIREMENTS
A. Section 00 5000 - Contracting Forms and Supplements: Forms to be used.
1.03 SCHEDULE OF VALUES
A. Electronic media printout including equivalent information will be considered in
lieu of standard form specified; submit sample to Ammon Heisler Sachs architects
for approval.
B. Forms filled out by hand will not be accepted.
C. Submit a printed schedule on AIA Form G703 - Application and Certificate for
Payment Continuation Sheet. Contractor's standard form or electronic media
printout will be considered.
D. Submit Schedule of Values in duplicate within 15 days after date of
Owner-Contractor Agreement.
E.
Format: Utilize the Table of Contents of this Project Manual. Identify each line
item with number and title of the specification Section. Identify site mobilization
and bonds and insurance.
F.
Revise schedule to list approved Change Orders, with each Application For
Payment.
1.04 APPLICATIONS FOR PROGRESS PAYMENTS
A. Payment Period: Submit at intervals stipulated in the Agreement.
B. Electronic media printout including equivalent information will be considered in
lieu of standard form specified; submit sample to Ammon Heisler Sachs architects
for approval.
C. Forms filled out by hand will not be accepted.
D. Present required information in typewritten form.
E.
Form: AIA G702 Application and Certificate for Payment and AIA G703 Continuation Sheet including continuation sheets when required.
F.
Execute certification by signature of authorized officer.
G. Submit three copies of each Application for Payment.
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01 2000 - 1
PRICE AND PAYMENT PROCEDURES
H. Include the following with the application:
1. Transmittal letter as specified for Submittals in Section 01 3000.
2. Construction progress schedule, revised and current as specified in Section
01 3000.
3. Current construction photographs specified in Section 01 3000.
4. Affidavits attesting to off-site stored products.
I.
When Ammon Heisler Sachs architects requires substantiating information,
submit data justifying dollar amounts in question. Provide one copy of data with
cover letter for each copy of submittal. Show application number and date, and
line item by number and description.
1.05 MODIFICATION PROCEDURES
A. For minor changes not involving an adjustment to the Contract Sum or Contract
Time, Ammon Heisler Sachs architects will issue instructions directly to General
Contractor.
B. Ammon Heisler Sachs architects will advise of minor changes in the Work not
involving an adjustment to Contract Sum or Contract Time as authorized by the
Conditions of the Contract by issuing supplemental instructions on AIA Form
G710.
C. For other required changes, Ammon Heisler Sachs architects will issue a
document signed by M&T Bank instructing General Contractor to proceed with
the change, for subsequent inclusion in a Change Order.
1. The document will describe the required changes and will designate method
of determining any change in Contract Sum or Contract Time.
2. Promptly execute the change.
D. For changes for which advance pricing is desired, Ammon Heisler Sachs architects
will issue a document that includes a detailed description of a proposed change
with supplementary or revised drawings and specifications, a change in Contract
Time for executing the change with a stipulation of any overtime work required
and the period of time during which the requested price will be considered valid.
General Contractor shall prepare and submit a fixed price quotation within 5
days.
E.
General Contractor may propose a change by submitting a request for change to
Ammon Heisler Sachs architects, describing the proposed change and its full
effect on the Work, with a statement describing the reason for the change, and
the effect on the Contract Sum and Contract Time with full documentation and a
statement describing the effect on Work by separate or other contractors.
Document any requested substitutions in accordance with Section 01 6000.
F.
Computation of Change in Contract Amount: As specified in the Agreement and
Conditions of the Contract.
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01 2000 - 2
PRICE AND PAYMENT PROCEDURES
1.
2.
For change requested by Ammon Heisler Sachs architects for work falling
under a fixed price contract, the amount will be based on General
Contractor's price quotation.
For change requested by General Contractor, the amount will be based on
the General Contractor's request for a Change Order as approved by Ammon
Heisler Sachs architects.
G. Substantiation of Costs: Provide full information required for evaluation.
1. On request, provide following data:
a. Quantities of products, labor, and equipment.
b. Taxes, insurance, and bonds.
c. Overhead and profit.
d. Justification for any change in Contract Time.
e. Credit for deletions from Contract, similarly documented.
2. Support each claim for additional costs with additional information:
a. Origin and date of claim.
b. Dates and times work was performed, and by whom.
c. Time records and wage rates paid.
d. Invoices and receipts for products, equipment, and subcontracts,
similarly documented.
3. For Time and Material work, submit itemized account and supporting data
after completion of change, within time limits indicated in the Conditions of
the Contract.
H. Execution of Change Orders: Ammon Heisler Sachs architects will issue Change
Orders for signatures of parties as provided in the Conditions of the Contract.
I.
After execution of Change Order, promptly revise Schedule of Values and
Application for Payment forms to record each authorized Change Order as a
separate line item and adjust the Contract Sum.
J.
Promptly revise progress schedules to reflect any change in Contract Time, revise
sub-schedules to adjust times for other items of work affected by the change,
and resubmit.
K. Promptly enter changes in Project Record Documents.
1.06 APPLICATION FOR FINAL PAYMENT
A. Prepare Application for Final Payment as specified for progress payments,
identifying total adjusted Contract Sum, previous payments, and sum remaining
due.
B. Application for Final Payment will not be considered until the following have
been accomplished:
1. All closeout procedures specified in Section 01 7000.
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01 2000 - 3
PRICE AND PAYMENT PROCEDURES
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
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01 2000 - 4
PRICE AND PAYMENT PROCEDURES
SECTION 01 2200
UNIT PRICES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. List of unit prices, for use in preparing Bids.
B. Measurement and payment criteria applicable to Work performed under a unit
price payment method.
C. Defect assessment and non-payment for rejected work.
1.02 COSTS INCLUDED
A. Unit Prices included on the Bid Form shall include full compensation for all
required labor, products, tools, equipment, plant, transportation, services and
incidentals; erection, application or installation of an item of the Work; overhead
and profit.
1.03 MEASUREMENT OF QUANTITIES
A. Measurement methods delineated in the individual specification sections
complement the criteria of this section. In the event of conflict, the requirements
of the individual specification section govern.
B. Assist by providing necessary equipment, workers, and survey personnel as
required.
C. Measurement by Volume: Measured by cubic dimension using mean length,
width and height or thickness.
D. Measurement by Area: Measured by square dimension using mean length and
width or radius.
E.
Linear Measurement: Measured by linear dimension, at the item centerline or
mean chord.
1.04 PAYMENT
A. Payment for Work governed by unit prices will be made on the basis of the actual
measurements and quantities of Work that is incorporated in or made necessary
by the Work and accepted by the Ammon Heisler Sachs architects, multiplied by
the unit price.
B. Payment will not be made for any of the following:
1. Products wasted or disposed of in a manner that is not acceptable.
2. Products determined as unacceptable before or after placement.
3. Products placed beyond the lines and levels of the required Work.
4. Products remaining on hand after completion of the Work.
5. Loading, hauling, and disposing of rejected Products.
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01 2200 - 1
UNIT PRICES
1.05 DEFECT ASSESSMENT
A. Replace Work, or portions of the Work, not conforming to specified
requirements.
B. If, in the opinion of M&T Bank, it is not practical to remove and replace the Work,
M&T Bank will direct one of the following remedies:
1. The defective Work may remain, but the unit price will be adjusted to a new
unit price at the discretion of M&T Bank.
2. The defective Work will be partially repaired to the instructions of the M&T
Bank, and the unit price will be adjusted to a new unit price at the discretion
of M&T Bank.
C. The individual specification sections may modify these options or may identify a
specific formula or percentage price reduction.
D. The authority of Ammon Heisler Sachs architects to assess the defect and identify
payment adjustment is final.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
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01 2200 - 2
UNIT PRICES
SECTION 01 3000
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
B. Progress meetings.
C. Construction progress schedule.
D. Progress photographs.
E.
Coordination drawings.
F.
Submittals for review, information, and project closeout.
G. Number of copies of submittals.
H. Submittal procedures.
1.02 RELATED REQUIREMENTS
A. Section 01 3216 - Construction Progress Schedule: Form, content, and
administration of schedules.
B. Section 01 7000 - Execution and Closeout Requirements: Additional coordination
requirements.
C. Section 01 7800 - Closeout Submittals: Project record documents.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. M&T Bank will schedule a meeting after Notice of Award.
B. Attendance Required:
1. M&T Bank.
2. Ammon Heisler Sachs architects.
3. General Contractor.
4. Major Sub-Contractors: Mechanical, Electrical, Plumbing.
5. Millwork Contractor.
C. Agenda:
1. Submission of list of Subcontractors, schedule of values, and progress
schedule.
2. Designation of personnel representing the parties to Contract, M&T Bank,
General Contractor and Ammon Heisler Sachs architects.
3. Procedures and processing of field decisions, submittals, substitutions,
applications for payments, proposal request, Change Orders, and Contract
closeout procedures.
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01 3000 - 1
ADMINISTRATIVE REQUIREMENTS
4.
Scheduling.
D. Record minutes and distribute electronic copies within two days after meeting to
participants, with copies to Ammon Heisler Sachs architects, M&T Bank,
participants, and those affected by decisions made.
3.02 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum
monthly intervals.
B. Make arrangements for meetings, prepare agenda with copies for participants,
preside at meetings.
C. Attendance Required: Project Managers, Superintendent, Major Sub-Contractors
(needs prior approval from Architect) and Suppliers, M&T Bank, Ammon Heisler
Sachs architects, as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off-site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
E.
Record minutes and distribute electronic copies within two days after meeting to
participants, with copies to Ammon Heisler Sachs architects, M&T Bank,
participants, and those affected by decisions made.
3.03 CONSTRUCTION PROGRESS SCHEDULE - See Section 01 3216
3.04 PROGRESS PHOTOGRAPHS
A. Submit photographs with each application for payment, taken not more than 3
days prior to submission of application for payment.
B. Photography Type: Digital; electronic files.
C. Provide photographs of construction throughout progress of Work produced by
an experienced photographer, acceptable to Ammon Heisler Sachs architects.
D. In addition to periodic, recurring views, take photographs of each of the following
events:
1. Final completion, minimum of ten (10) photos.
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01 3000 - 2
ADMINISTRATIVE REQUIREMENTS
E.
Views:
1. Consult with Ammon Heisler Sachs architects for instructions on views
required.
2. Provide factual presentation.
3. Provide correct exposure and focus, high resolution and sharpness,
maximum depth of field, and minimum distortion.
4. Point of View Sketch: Provide sketch identifying point of view of each
photograph.
F.
Digital Photographs: 24 bit color, minimum resolution of 1280 by 960 ("1
megapixel"), in JPG format; provide files unaltered by photo editing software.
1. Delivery Medium: Via email.
2. File Naming: Include project identification, date and time of view, and view
identification.
3. Point of View Sketch: Include digital copy of point of view sketch with each
electronic submittal; include point of view identification in each photo file
name.
4. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3
photos per page, each photo labeled with file name; one PDF file per
submittal.
3.05 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
B. Submit to Ammon Heisler Sachs architects for review for the limited purpose of
checking for conformance with information given and the design concept
expressed in the contract documents.
C. Samples will be reviewed only for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL
PROCEDURES article below and for record documents purposes described in
Section 01 7800 - CLOSEOUT SUBMITTALS.
3.06 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for
information:
1. Design data.
2. Certificates.
3. Test reports.
4. Inspection reports.
5. Manufacturer's instructions.
6. Manufacturer's field reports.
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01 3000 - 3
ADMINISTRATIVE REQUIREMENTS
7.
Other types indicated.
B. When providing submissions for Ammon Heisler Sachs architects' knowledge as
contract administrator or for M&T Bank, no action will be taken.
3.07 SUBMITTALS FOR PROJECT CLOSEOUT
A. When the following are specified in individual sections, submit them at project
closeout:
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
5. Other types as indicated.
B. Submit for M&T Bank's benefit during and after project completion.
3.08 NUMBER OF COPIES OF SUBMITTALS
A. Documents for Review:
1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of
copies that General Contractor requires, plus two copies that will be retained
by Ammon Heisler Sachs architects.
2. Larger Sheets, Not Larger Than 36 x 48 inches: Submit the number of opaque
reproductions that General Contractor requires, plus two copies that will be
retained by Ammon Heisler Sachs architects.
B. Documents for Information: Submit two copies.
C. Documents for Project Closeout: Make one reproduction of submittal originally
reviewed. Submit one extra of submittals for information.
D. Samples: Submit the number specified in individual specification sections; one of
which will be retained by Ammon Heisler Sachs architects.
1. After review, produce duplicates.
2. Retained samples will not be returned to General Contractor unless
specifically so stated.
3.09 SUBMITTAL PROCEDURES
A. Transmit each submittal with AIA Form G810.
B. Sequentially number the transmittal form. Revise submittals with original
number and a sequential alphabetic suffix.
C. Identify Project, General Contractor, Subcontractor or supplier; pertinent drawing
and detail number, and specification section number, as appropriate on each
copy.
D. Apply General Contractor's stamp, signed or initialed certifying that review,
approval, verification of Products required, field dimensions, adjacent
construction Work, and coordination of information is in accordance with the
requirements of the Work and Contract Documents.
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01 3000 - 4
ADMINISTRATIVE REQUIREMENTS
E.
Schedule submittals to expedite the Project, and coordinate submission of
related items.
F.
For each submittal for review, allow 15 days excluding delivery time to and from
the General Contractor.
G. Identify variations from Contract Documents and Product or system limitations
that may be detrimental to successful performance of the completed Work.
H. Provide space for General Contractor and Ammon Heisler Sachs architects review
stamps.
I.
When revised for resubmission, identify all changes made since previous
submission.
J.
Distribute reviewed submittals as appropriate. Instruct parties to promptly
report any inability to comply with requirements.
K. Submittals not requested will not be recognized or processed.
END OF SECTION
13012 / M&T Bank – Inner Harbor
01 3000 - 5
ADMINISTRATIVE REQUIREMENTS
SECTION 01 3216
CONSTRUCTION PROGRESS SCHEDULE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preliminary schedule.
B. Construction progress schedule, bar chart type.
1.02 RELATED SECTIONS
A. Section 01 1000 - Summary: Work sequence.
1.03 REFERENCES
A. AGC (CPSM) - Construction Planning and Scheduling Manual; Associated General
Contractors of America.
1.04 SUBMITTALS
A. Within 10 days after date of Agreement, submit preliminary schedule defining
planned operations for the first 60 days of Work, with a general outline for
remainder of Work.
B. If preliminary schedule requires revision after review, submit revised schedule
within 5 days.
C. Within 7 days after review of preliminary schedule, submit draft of proposed
complete schedule for review.
1. Include written certification that major Subcontractors have reviewed and
accepted proposed schedule.
D. Within 5 days after joint review, submit complete schedule.
E.
Submit updated schedule with each Application for Payment.
F.
Submit the number of opaque reproductions that General Contractor requires,
plus two copies that will be retained by Ammon Heisler Sachs architects.
1.05 SCHEDULE FORMAT
A. Listings: In chronological order according to the start date for each activity.
Identify each activity with the applicable specification section number.
B. Sheet Size: Multiples of 8-1/2 x 11 inches.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.01 PRELIMINARY SCHEDULE
A. Prepare preliminary schedule in the form of a horizontal bar chart.
3.02 CONTENT
A. Show complete sequence of construction by activity, with dates for beginning
and completion of each element of construction.
13012 / M&T Bank – Inner Harbor
01 3216 - 1
CONSTRUCTION PROGRESS SCHEDULE
B. Identify each item by specification section number.
C. Show accumulated percentage of completion of each item, and total percentage
of Work completed, as of the first day of each month.
D. Provide legend for symbols and abbreviations used.
3.03 BAR CHARTS
A. Include a separate bar for each major portion of Work or operation.
B. Identify the first work day of each week.
3.04 REVIEW AND EVALUATION OF SCHEDULE
A. Participate in joint review and evaluation of schedule with Ammon Heisler Sachs
architects at each submittal.
B. Evaluate project status to determine work behind schedule and work ahead of
schedule.
C. After review, revise as necessary as result of review, and resubmit within 10 days.
3.05 UPDATING SCHEDULE
A. Maintain schedules to record actual start and finish dates of completed activities.
B. Indicate progress of each activity to date of revision, with projected completion
date of each activity.
C. Annotate diagrams to graphically depict current status of Work.
D. Identify activities modified since previous submittal, major changes in Work, and
other identifiable changes.
E.
Indicate changes required to maintain Date of Substantial Completion.
F.
Submit reports required to support recommended changes.
3.06 DISTRIBUTION OF SCHEDULE
A. Distribute copies of updated schedules to General Contractor's project site file, to
Subcontractors, suppliers, Ammon Heisler Sachs architects, M&T Bank, and other
concerned parties.
B. Instruct recipients to promptly report, in writing, problems anticipated by
projections shown in schedules.
END OF SECTION
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01 3216 - 2
CONSTRUCTION PROGRESS SCHEDULE
SECTION 01 4000
QUALITY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. References and standards.
B. Mock-ups.
C. Control of installation.
D. Tolerances.
E.
Testing and inspection services.
F.
Manufacturers' field services.
1.02 RELATED REQUIREMENTS
A. Section 01 3000 - Administrative Requirements: Submittal procedures.
B. Section 01 4216 - Definitions.
C. Section 01 6000 - Product Requirements: Requirements for material and product
quality.
1.03 REFERENCE STANDARDS
A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building
Sealants.
B. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete
Aggregates for Use in Construction and Criteria for Laboratory Evaluation.
C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for
Masonry.
D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies
Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering
Design and Construction.
E.
ASTM E329 - Standard Specification for Agencies Engaged Construction
Inspection and/or Testing.
F.
ASTM E543 - Standard Specification for Agencies Performing Nondestructive
Testing.
1.04 SUBMITTALS
A. Testing Agency Qualifications:
1. Prior to start of Work, submit agency name, address, and telephone number,
and names of full time registered Engineer and responsible officer.
B. Design Data: Submit for Ammon Heisler Sachs architects's knowledge as contract
administrator for the limited purpose of assessing conformance with information
13012 / M&T Bank – Inner Harbor
01 4000 - 1
QUALITY REQUIREMENTS
given and the design concept expressed in the contract documents, or for M&T
Bank's information.
C. Test Reports: After each test/inspection, promptly submit two copies of report to
Ammon Heisler Sachs architects and to General Contractor.
1. Include:
a. Date issued.
b. Project title and number.
c. Name of inspector.
d. Date and time of sampling or inspection.
e. Identification of product and specifications section.
f. Location in the Project.
g. Type of test/inspection.
h. Date of test/inspection.
i. Results of test/inspection.
j. Conformance with Contract Documents.
k. When requested by Ammon Heisler Sachs architects, provide
interpretation of results.
2. Test report submittals are for Ammon Heisler Sachs architects's knowledge
as contract administrator for the limited purpose of assessing conformance
with information given and the design concept expressed in the contract
documents, or for M&T Bank's information.
D. Certificates: When specified in individual specification sections, submit
certification by the manufacturer and General Contractor or
installation/application subcontractor to Ammon Heisler Sachs architects, in
quantities specified for Product Data.
1. Indicate material or product conforms to or exceeds specified requirements.
Submit supporting reference data, affidavits, and certifications as
appropriate.
2. Certificates may be recent or previous test results on material or product,
but must be acceptable to Ammon Heisler Sachs architects.
E.
Manufacturer's Instructions: When specified in individual specification sections,
submit printed instructions for delivery, storage, assembly, installation, start-up,
adjusting, and finishing, for the M&T Bank's information. Indicate special
procedures, perimeter conditions requiring special attention, and special
environmental criteria required for application or installation.
F.
Manufacturer's Field Reports: Submit reports for Ammon Heisler Sachs
architects's benefit as contract administrator or for M&T Bank.
1. Submit for information for the limited purpose of assessing conformance
with information given and the design concept expressed in the contract
documents.
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01 4000 - 2
QUALITY REQUIREMENTS
1.05 REFERENCES AND STANDARDS
A. For products and workmanship specified by reference to a document or
documents not included in the Project Manual, also referred to as reference
standards, comply with requirements of the standard, except when more rigid
requirements are specified or are required by applicable codes.
B. Conform to reference standard of date of issue current on date of Contract
Documents, except where a specific date is established by applicable code.
C. Obtain copies of standards where required by product specification sections.
D. Maintain copy at project site during submittals, planning, and progress of the
specific work, until Substantial Completion.
E.
Should specified reference standards conflict with Contract Documents, request
clarification from Ammon Heisler Sachs architects before proceeding.
F.
Neither the contractual relationships, duties, or responsibilities of the parties in
Contract nor those of Ammon Heisler Sachs architects shall be altered from the
Contract Documents by mention or inference otherwise in any reference
document.
1.06 TESTING AND INSPECTION AGENCIES
A. The General Contractor shall employ and pay for services of an independent
testing agency to perform specified testing.
B. Employment of agency in no way relieves General Contractor of obligation to
perform Work in accordance with requirements of Contract Documents.
C. General Contractor Employed Agency:
1. Testing agency: Comply with requirements of ASTM E 329, ASTM E 543,
ASTM C 1021, ASTM C 1077, and ASTM C 1093.
2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM
E329.
3. Laboratory Staff: Maintain a full time registered Engineer on staff to review
services.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.01 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site
conditions, and workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request
clarification from Ammon Heisler Sachs architects before proceeding.
D. Comply with specified standards as minimum quality for the Work except where
more stringent tolerances, codes, or specified requirements indicate higher
standards or more precise workmanship.
13012 / M&T Bank – Inner Harbor
01 4000 - 3
QUALITY REQUIREMENTS
E.
Have Work performed by persons qualified to produce required and specified
quality.
F.
Verify that field measurements are as indicated on shop drawings or as instructed
by the manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to
withstand stresses, vibration, physical distortion, and disfigurement.
3.02 MOCK-UPS
A. Tests will be performed under provisions identified in this section and identified
in the respective product specification sections.
B. Assemble and erect specified items with specified attachment and anchorage
devices, flashings, seals, and finishes.
C. Accepted mock-ups shall be a comparison standard for the remaining Work.
D. Where mock-up has been accepted by Ammon Heisler Sachs architects and is
specified in product specification sections to be removed, remove mock-up and
clear area when directed to do so.
3.03 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce
acceptable Work. Do not permit tolerances to accumulate.
B. Comply with manufacturers' tolerances. Should manufacturers' tolerances
conflict with Contract Documents, request clarification from Ammon Heisler
Sachs architects before proceeding.
C. Adjust products to appropriate dimensions; position before securing products in
place.
3.04 TESTING AND INSPECTION
A. See individual specification sections for testing required.
B. Testing Agency Duties:
1. Provide qualified personnel at site. Cooperate with Ammon Heisler Sachs
architects and General Contractor in performance of services.
2. Perform specified sampling and testing of products in accordance with
specified standards.
3. Ascertain compliance of materials and mixes with requirements of Contract
Documents.
4. Promptly notify Ammon Heisler Sachs architects and General Contractor of
observed irregularities or non-conformance of Work or products.
5. Perform additional tests and inspections required by Ammon Heisler Sachs
architects.
6. Submit reports of all tests/inspections specified.
C. Limits on Testing/Inspection Agency Authority:
13012 / M&T Bank – Inner Harbor
01 4000 - 4
QUALITY REQUIREMENTS
1.
2.
3.
4.
Agency may not release, revoke, alter, or enlarge on requirements of
Contract Documents.
Agency may not approve or accept any portion of the Work.
Agency may not assume any duties of General Contractor.
Agency has no authority to stop the Work.
D. General Contractor Responsibilities:
1. Deliver to agency at designated location, adequate samples of materials
proposed to be used that require testing, along with proposed mix designs.
2. Cooperate with laboratory personnel, and provide access to the Work and to
manufacturers' facilities.
3. Provide incidental labor and facilities:
a. To provide access to Work to be tested/inspected.
b. To obtain and handle samples at the site or at source of Products to be
tested/inspected.
c. To facilitate tests/inspections.
d. To provide storage and curing of test samples.
4. Notify Ammon Heisler Sachs architects and laboratory 24 hours prior to
expected time for operations requiring testing/inspection services.
5. Employ services of an independent qualified testing laboratory and pay for
additional samples, tests, and inspections required by General Contractor
beyond specified requirements.
6. Arrange with M&T Bank's agency and pay for additional samples, tests, and
inspections required by General Contractor beyond specified requirements.
E.
Re-testing required because of non-conformance to specified requirements shall
be performed by the same agency on instructions by Ammon Heisler Sachs
architects.
F.
Re-testing required because of non-conformance to specified requirements shall
be paid for by General Contractor.
G. Re-testing required because of non-conformance to specified requirements shall
be performed by the same agency on instructions by Ammon Heisler Sachs
architects. Payment for re testing will be charged to the General Contractor by
deducting testing charges from the Contract Price.
3.05 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product
suppliers or manufacturers to provide qualified staff personnel to observe site
conditions, conditions of surfaces and installation, quality of workmanship,
start-up of equipment, test, adjust and balance of equipment and ________ as
applicable, and to initiate instructions when necessary.
B. Submit qualifications of observer to Ammon Heisler Sachs architects 30 days in
advance of required observations.
1. Observer subject to approval of Ammon Heisler Sachs architects.
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QUALITY REQUIREMENTS
C. Report observations and site decisions or instructions given to applicators or
installers that are supplemental or contrary to manufacturers' written
instructions.
3.06 DEFECT ASSESSMENT
A. Replace Work or portions of the Work not conforming to specified requirements.
B. If, in the opinion of Ammon Heisler Sachs architects, it is not practical to remove
and replace the Work, Ammon Heisler Sachs architects will direct an appropriate
remedy or adjust payment.
END OF SECTION
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01 4000 - 6
QUALITY REQUIREMENTS
SECTION 01 4216
DEFINITIONS
PART 1 GENERAL
1.01 SUMMARY
A. This section supplements the definitions contained in the General Conditions.
B. Other definitions are included in individual specification sections.
1.02 DEFINITIONS
A. Furnish: To supply, deliver, unload, and inspect for damage.
B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start
up, and make ready for use.
C. Product: Material, machinery, components, equipment, fixtures, and systems
forming the work result. Not materials or equipment used for preparation,
fabrication, conveying, or erection and not incorporated into the work result.
Products may be new, never before used, or re-used materials or equipment.
D. Project Manual: The book-sized volume that includes the procurement
requirements (if any), the contracting requirements, and the specifications.
E.
Provide: To furnish and install.
F.
Supply: Same as Furnish.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
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01 4216 - 1
DEFINITIONS
SECTION 01 5000
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary telecommunications services.
C. Temporary telephone and facsimile service.
D. Temporary sanitary facilities.
E.
Temporary Controls: Barriers and enclosures.
F.
Vehicular access and parking.
G. Waste removal facilities and services.
H. Project identification sign.
I.
Field offices.
1.02 TEMPORARY UTILITIES
A. Provide and pay for all electrical power, lighting, water, heating and cooling, and
ventilation required for construction purposes.
B. Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.03 TELECOMMUNICATIONS SERVICES
A. Provide, maintain, and pay for telecommunications services to field office at time
of project mobilization.
B. Telecommunications services shall include:
1. Telephone Land Lines: One line, minimum; one handset per line.
2. Internet Connections: Minimum of one; DSL modem or faster.
3. Email: Account/address reserved for project use.
4. Facsimile Service: Minimum of one dedicated fax machine/printer, with
dedicated phone line.
1.04 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of
project mobilization.
B. Maintain daily in clean and sanitary condition.
1.05 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent
access to areas that could be hazardous to workers or the public and to protect
existing facilities and adjacent properties from damage from construction
operations .
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01 5000 - 1 TEMPORARY FACILITIES AND CONTROLS
B. Provide barricades and covered walkways required by governing authorities for
public rights-of-way and for public access to existing building.
C. Protect non-owned vehicular traffic, stored materials, site, and structures from
damage.
1.06 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to
emergency facilities, and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities, PDL Pratt
Associates, LLC and M&T Bank.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide temporary parking areas to accommodate construction personnel. When
site space is not adequate, provide additional off-site parking.
E.
Do not allow vehicle parking on existing pavement.
1.07 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in
clean and orderly condition.
B. Provide containers with lids. Remove trash from site periodically.
C. If materials to be recycled or re-used on the project must be stored on-site,
provide suitable non-combustible containers; locate containers holding
flammable material outside the structure unless otherwise approved by the
authorities having jurisdiction.
D. Open free-fall chutes are not permitted. Terminate closed chutes into
appropriate containers with lids.
1.08 PROJECT IDENTIFICATION
A. Provide project identification sign of design, construction, and location approved
by PDL Pratt Associates, LLC.
B. No other signs are allowed without the permission of PDL Pratt Associates, LLC
and M&T Bank except those required by law.
1.09 FIELD OFFICES
A. Provide space for Project meetings, with table and chairs to accommodate 6
persons.
1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial
Completion inspection.
B. Remove underground installations to a minimum depth of 2 feet. Grade site as
indicated.
C. Clean and repair damage caused by installation or use of temporary work.
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01 5000 - 2 TEMPORARY FACILITIES AND CONTROLS
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
END OF SECTION
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01 5000 - 3 TEMPORARY FACILITIES AND CONTROLS
SECTION 01 6000
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Transportation, handling, storage and protection.
C. Product option requirements.
D. Substitution limitations and procedures.
E.
Procedures for M&T Bank supplied products.
1.02 RELATED REQUIREMENTS
A. Section 01 1000 - Summary: Lists of products to be removed from existing
building.
B. Section 01 4000 - Quality Requirements: Product quality monitoring.
1.03 SUBMITTALS
A. Proposed Products List: Submit list of major products proposed for use, with
name of manufacturer, trade name, and model number of each product.
1. Submit within 15 days after date of Agreement.
2. For products specified only by reference standards, list applicable reference
standards.
B. Product Data Submittals: Submit manufacturer's standard published data. Mark
each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information specific to this
Project.
C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility
and electrical characteristics, utility connection requirements, and location of
utility outlets for service for functional equipment and appliances.
D. Sample Submittals: Illustrate functional and aesthetic characteristics of the
product, with integral parts and attachment devices. Coordinate sample
submittals for interfacing work.
1. For selection from standard finishes, submit samples of the full range of the
manufacturer's standard colors, textures, and patterns.
PART 2 PRODUCTS
2.01 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by the Contract
Documents.
B. Do not use products having any of the following characteristics:
1. Made using or containing CFC's.
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01 6000 - 1
PRODUCT REQUIREMENTS
2.
Made of wood from newly cut old growth timber.
C. Where all other criteria are met, General Contractor shall give preference to
products that:
1. Are extracted, harvested, and/or manufactured closer to the location of the
project.
2. Have longer documented life span under normal use.
3. Result in less construction waste.
4. Are made of vegetable materials that are rapidly renewable.
2.02 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any
product meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers: Use a product of one
of the manufacturers named and meeting specifications, no options or
substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for
Substitutions: Submit a request for substitution for any manufacturer not
named.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES
A. Instructions to Bidders specify time restrictions for submitting requests for
substitutions during the bidding period. Comply with requirements specified in
this section.
B. Ammon Heisler Sachs architects will consider requests for substitutions only
within 15 days after date of Agreement.
C. Substitutions may be considered when a product becomes unavailable through
no fault of the General Contractor.
D. Document each request with complete data substantiating compliance of
proposed substitution with Contract Documents.
E.
A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds
the quality level of the specified product.
2. Will provide the same warranty for the substitution as for the specified
product.
3. Will coordinate installation and make changes to other Work that may be
required for the Work to be complete with no additional cost to M&T Bank.
4. Waives claims for additional costs or time extension that may subsequently
become apparent.
5. Will reimburse M&T Bank and Ammon Heisler Sachs architects for review or
redesign services associated with re-approval by authorities.
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PRODUCT REQUIREMENTS
F.
Substitutions will not be considered when they are indicated or implied on shop
drawing or product data submittals, without separate written request, or when
acceptance will require revision to the Contract Documents.
G. Substitution Submittal Procedure:
1. Submit three copies of request for substitution for consideration. Limit each
request to one proposed substitution.
2. Submit shop drawings, product data, and certified test results attesting to
the proposed product equivalence. Burden of proof is on proposer.
3. Ammon Heisler Sachs architects will notify General Contractor in writing of
decision to accept or reject request.
3.02 OWNER-SUPPLIED PRODUCTS
A. See Section 01 1000 - Summary for identification of M&T Bank-supplied products.
B. M&T Bank's Responsibilities:
1. Arrange for and deliver M&T Bank reviewed shop drawings, product data,
and samples, to General Contractor.
2. Arrange and pay for product delivery to site.
3. On delivery, inspect products jointly with General Contractor.
4. Submit claims for transportation damage and replace damaged, defective, or
deficient items.
5. Arrange for manufacturers' warranties, inspections, and service.
C. General Contractor's Responsibilities:
1. Review M&T Bank reviewed shop drawings, product data, and samples.
2. Receive and unload products at site; inspect for completeness or damage
jointly with M&T Bank.
3. Handle, store, install and finish products.
4. Repair or replace items damaged after receipt.
3.03 TRANSPORTATION AND HANDLING
A. Coordinate schedule of product delivery to designated prepared areas in order to
minimize site storage time and potential damage to stored materials.
B. Transport and handle products in accordance with manufacturer's instructions.
C. Transport materials in covered trucks to prevent contamination of product and
littering of surrounding areas.
D. Promptly inspect shipments to ensure that products comply with requirements,
quantities are correct, and products are undamaged.
E.
Provide equipment and personnel to handle products by methods to prevent
soiling, disfigurement, or damage.
F.
Arrange for the return of packing materials, such as wood pallets, where
economically feasible.
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PRODUCT REQUIREMENTS
3.04 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are
delivered according to installation schedule and placed convenient to work area
in order to minimize waste due to excessive materials handling and
misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weather tight, climate controlled, enclosures in an
environment favorable to product.
E.
For exterior storage of fabricated products, place on sloped supports above
ground.
F.
Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to prevent condensation and degradation of products.
G. Store loose granular materials on solid flat surfaces in a well-drained area.
Prevent mixing with foreign matter.
H. Prevent contact with material that may cause corrosion, discoloration, or
staining.
I.
Provide equipment and personnel to store products by methods to prevent
soiling, disfigurement, or damage.
J.
Arrange storage of products to permit access for inspection. Periodically inspect
to verify products are undamaged and are maintained in acceptable condition.
END OF SECTION
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01 6000 - 4
PRODUCT REQUIREMENTS
SECTION 01 7000
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Pre-installation meetings.
C. Cutting and patching.
D. Surveying for laying out the work.
E.
Cleaning and protection.
F.
Starting of systems and equipment.
G. Demonstration and instruction of M&T Bank personnel.
H. Closeout procedures, except payment procedures.
1.02 RELATED REQUIREMENTS
A. Section 01 1000 - Summary: Limitations on working in existing building;
continued occupancy; work sequence; identification of salvaged and relocated
materials.
B. Section 01 3000 - Administrative Requirements: Submittals procedures.
C. Section 01 4000 - Quality Requirements: Testing and inspection procedures.
D. Section 01 5000 - Temporary Facilities and Controls: Temporary exterior
enclosures.
E.
Section 01 5000 - Temporary Facilities and Controls: Temporary interior
partitions.
F.
Section 01 7800 - Closeout Submittals: Project record documents, operation and
maintenance data, warranties .
G. Section 07 8400 - Firestopping.
1.03 REFERENCE STANDARDS
A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition
Operations.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Cutting and Patching: Submit written request in advance of cutting or alteration
that affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
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REQUIREMENTS
01 7000 - 1
EXECUTION AND CLOSEOUT
5.
Work of Owner/Landlord or separate Contractor.
1.05 PROJECT CONDITIONS
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to
prevent accumulation of dust, fumes, vapors, or gases.
B. Dust Control: Execute work by methods to minimize raising dust from
construction operations. Provide positive means to prevent air-borne dust from
dispersing into atmosphere and over adjacent property.
C. Noise Control: Provide methods, means, and facilities to minimize noise
produced by construction operations.
1. Indoors: Limit conduct of especially noisy interior work to the hours of 6 pm
to 7 am.
D. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests
and insects from damaging the work.
E.
Rodent Control: Provide methods, means, and facilities to prevent rodents from
accessing or invading premises.
F.
Pollution Control: Provide methods, means, and facilities to prevent
contamination of soil, water, and atmosphere from discharge of noxious, toxic
substances, and pollutants produced by construction operations. Comply with
federal, state, and local regulations.
1.06 COORDINATION
A. See Section 01 1000 for occupancy-related requirements.
B. Coordinate scheduling, submittals, and work of the various sections of the Project
Manual to ensure efficient and orderly sequence of installation of
interdependent construction elements, with provisions for accommodating items
installed later.
C. Notify affected utility companies and comply with their requirements.
D. Verify that utility requirements and characteristics of new operating equipment
are compatible with building utilities. Coordinate work of various sections having
interdependent responsibilities for installing, connecting to, and placing in
service, such equipment.
E.
Coordinate space requirements, supports, and installation of mechanical and
electrical work that are indicated diagrammatically on Drawings. Follow routing
shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel
with lines of building. Utilize spaces efficiently to maximize accessibility for other
installations, for maintenance, and for repairs.
F.
In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring
within the construction. Coordinate locations of fixtures and outlets with finish
elements.
G. Coordinate completion and clean-up of work of separate sections.
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REQUIREMENTS
01 7000 - 2
EXECUTION AND CLOSEOUT
H. After M&T Bank occupancy of premises, coordinate access to site for correction
of defective work and work not in accordance with Contract Documents, to
minimize disruption of M&T Bank's activities.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and
work for patching and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing
products where necessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for
substitution described in Section 01 6000.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for
subsequent work. Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of
new work being applied or attached.
C. Examine and verify specific conditions described in individual specification
sections.
D. Take field measurements before confirming product orders or beginning
fabrication, to minimize waste due to over-ordering or misfabrication.
E.
Verify that utility services are available, of the correct characteristics, and in the
correct locations.
F.
Prior to Cutting: Examine existing conditions prior to commencing work,
including elements subject to damage or movement during cutting and patching.
After uncovering existing work, assess conditions affecting performance of work.
Beginning of cutting or patching means acceptance of existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or
conditioner prior to applying any new material or substance in contact or bond.
3.03 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation
meeting at the site prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the
specific section.
C. Notify Ammon Heisler Sachs architects four days in advance of meeting date.
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REQUIREMENTS
01 7000 - 3
EXECUTION AND CLOSEOUT
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E.
Record minutes and distribute electronic copies within two days after meeting to
participants, with ____ copies to Ammon Heisler Sachs architects, M&T Bank,
participants, and those affected by decisions made.
3.04 LAYING OUT THE WORK
A. Promptly notify Ammon Heisler Sachs architects of any discrepancies discovered.
B. Establish elevations, lines and levels. Locate and lay out by instrumentation and
similar appropriate means:
1. Grid or axis for structures.
2. Building foundation, column locations, ground floor elevations.
C. Periodically verify layouts by same means.
3.05 GENERAL INSTALLATION REQUIREMENTS
A. In addition to compliance with regulatory requirements, conduct construction
operations in compliance with NFPA 241, including applicable recommendations
in Appendix A.
B. Install products as specified in individual sections, in accordance with
manufacturer's instructions and recommendations, and so as to avoid waste due
to necessity for replacement.
C. Make vertical elements plumb and horizontal elements level, unless otherwise
indicated.
D. Install equipment and fittings plumb and level, neatly aligned with adjacent
vertical and horizontal lines, unless otherwise indicated.
E.
Make consistent texture on surfaces, with seamless transitions, unless otherwise
indicated.
F.
Make neat transitions between different surfaces, maintaining texture and
appearance.
3.06 ALTERATIONS
A. Drawings showing existing construction and utilities are based on casual field
observation and existing record documents only.
1. Verify that construction and utility arrangements are as shown.
B. Remove existing work as indicated and as required to accomplish new work.
1. Remove items indicated on drawings.
2. Relocate items indicated on drawings.
3. Where new surface finishes are to be applied to existing work, perform
removals, patch, and prepare existing surfaces as required to receive new
finish; remove existing finish if necessary for successful application of new
finish.
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REQUIREMENTS
01 7000 - 4
EXECUTION AND CLOSEOUT
4.
Where new surface finishes are not specified or indicated, patch holes and
damaged surfaces to match adjacent finished surfaces as closely as possible.
C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical,
and Telecommunications): Remove, relocate, and extend existing systems to
accommodate new construction.
1. Where existing systems or equipment are not active and Contract
Documents require reactivation, put back into operational condition; repair
supply, distribution, and equipment as required.
2. Verify that abandoned services serve only abandoned facilities.
D. Protect existing work to remain.
1. Prevent movement of structure; provide shoring and bracing if necessary.
2. Perform cutting to accomplish removals neatly and as specified for cutting
new work.
3. Repair adjacent construction and finishes damaged during removal work.
4. Patch as specified for patching new work.
E.
Adapt existing work to fit new work: Make as neat and smooth transition as
possible.
F.
Patching: Where the existing surface is not indicated to be refinished, patch to
match the surface finish that existed prior to cutting. Where the surface is
indicated to be refinished, patch so that the substrate is ready for the new finish.
G. Refinish existing surfaces as indicated:
1. Where rooms or spaces are indicated to be refinished, refinish all visible
existing surfaces to remain to the specified condition for each material, with
a neat transition to adjacent finishes.
2. Patch as specified for patching new work.
H. Remove demolition debris and abandoned items from alterations areas and
dispose of off-site; do not burn or bury.
I.
Do not begin new construction in alterations areas before demolition is
complete.
J.
Comply with all other applicable requirements of this section.
3.07 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B. See Alterations article above for additional requirements.
C. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other
services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
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REQUIREMENTS
01 7000 - 5
EXECUTION AND CLOSEOUT
6.
7.
8.
Repair new work damaged by subsequent work.
Remove samples of installed work for testing when requested.
Remove and replace defective and non-conforming work.
D. Execute cutting and patching including excavation and fill to complete the work,
to uncover work in order to install improperly sequenced work, to remove and
replace defective or non-conforming work, to remove samples of installed work
for testing when requested, to provide openings in the work for penetration of
mechanical and electrical work, to execute patching to complement adjacent
work, and to fit products together to integrate with other work.
E.
Execute work by methods that avoid damage to other work and that will provide
appropriate surfaces to receive patching and finishing. In existing work, minimize
damage and restore to original condition.
F.
Employ original installer to perform cutting for weather exposed and moisture
resistant elements, and sight exposed surfaces.
G. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed
without prior approval.
H. Restore work with new products in accordance with requirements of Contract
Documents.
I.
Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through
surfaces.
J.
At penetrations of fire rated walls, partitions, ceiling, or floor construction,
completely seal voids with fire rated material in accordance with Section 07 8400,
to full thickness of the penetrated element.
K. Patching:
1. Finish patched surfaces to match finish that existed prior to patching. On
continuous surfaces, refinish to nearest intersection or natural break. For an
assembly, refinish entire unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing
other imperfections due to patching work. If defects are due to condition of
substrate, repair substrate prior to repairing finish.
L.
Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to
nearest intersection or natural break. For an assembly, refinish entire unit.
M. Make neat transitions. Patch work to match adjacent work in texture and
appearance. Where new work abuts or aligns with existing, perform a smooth
and even transition.
3.08 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a
clean and orderly condition.
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REQUIREMENTS
01 7000 - 6
EXECUTION AND CLOSEOUT
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and
other closed or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and
continue cleaning to eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site
periodically and dispose off-site; do not burn or bury.
3.09 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide special protection where specified in individual specification sections.
C. Provide temporary and removable protection for installed products. Control
activity in immediate work area to prevent damage.
D. Provide protective coverings at walls, projections, jambs, sills, and soffits of
openings.
E.
Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage,
or movement of heavy objects, by protecting with durable sheet materials.
F.
Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or
activity is necessary, obtain recommendations for protection from waterproofing
or roofing material manufacturer.
G. Remove protective coverings when no longer needed; reuse or recycle plastic
coverings if possible.
3.10 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Notify Ammon Heisler Sachs architects and owner seven days prior to start-up of
each item.
C. Verify that each piece of equipment or system has been checked for proper
lubrication, drive rotation, belt tension, control sequence, and for conditions that
may cause damage.
D. Verify tests, meter readings, and specified electrical characteristics agree with
those required by the equipment or system manufacturer.
E.
Verify that wiring and support components for equipment are complete and
tested.
F.
Execute start-up under supervision of applicable General Contractor personnel
and manufacturer's representative in accordance with manufacturers'
instructions.
G. When specified in individual specification Sections, require manufacturer to
provide authorized representative to be present at site to inspect, check, and
approve equipment or system installation prior to start-up, and to supervise
placing equipment or system in operation.
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REQUIREMENTS
01 7000 - 7
EXECUTION AND CLOSEOUT
H. Submit a written report that equipment or system has been properly installed
and is functioning correctly.
3.11 DEMONSTRATION AND INSTRUCTION
A. Demonstrate operation and maintenance of products to M&T Bank's personnel
two weeks prior to date of Substantial Completion.
B. Demonstrate start-up, operation, control, adjustment, trouble-shooting,
servicing, maintenance, and shutdown of each item of equipment at scheduled
time, at equipment location.
C. For equipment or systems requiring seasonal operation, perform demonstration
for other season within six months.
D. Provide a qualified person who is knowledgeable about the Project to perform
demonstration and instruction of owner personnel.
E.
Utilize operation and maintenance manuals as basis for instruction. Review
contents of manual with M&T Bank's personnel in detail to explain all aspects of
operation and maintenance.
F.
Prepare and insert additional data in operations and maintenance manuals when
need for additional data becomes apparent during instruction.
3.12 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered
operation.
3.13 FINAL CLEANING
A. Execute final cleaning after Substantial Completion but before making final
application for payment.
B. Use cleaning materials that are nonhazardous.
C. Clean interior and exterior glass, surfaces exposed to view; remove temporary
labels, stains and foreign substances, polish transparent and glossy surfaces,
vacuum carpeted and soft surfaces.
D. Remove all labels that are not permanent. Do not paint or otherwise cover fire
test labels or nameplates on mechanical and electrical equipment.
E.
Clean equipment and fixtures to a sanitary condition with cleaning materials
appropriate to the surface and material being cleaned.
F.
Clean filters of operating equipment.
G. Clean debris from roofs, gutters, downspouts, and drainage systems.
H. Clean site; sweep paved areas, rake clean landscaped surfaces.
I.
Remove waste, surplus materials, trash/rubbish, and construction facilities from
the site; dispose of in legal manner; do not burn or bury.
3.14 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
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REQUIREMENTS
01 7000 - 8
EXECUTION AND CLOSEOUT
1.
Provide copies to Ammon Heisler Sachs architects.
B. Notify Ammon Heisler Sachs architects when work is considered ready for
Substantial Completion.
C. Submit written certification that Contract Documents have been reviewed, work
has been inspected, and that work is complete in accordance with Contract
Documents and ready for Ammon Heisler Sachs architects's review.
D. Correct items of work listed in executed Certificates of Substantial Completion
and comply with requirements for access to M&T Bank-occupied areas.
E.
Notify Ammon Heisler Sachs architects when work is considered finally complete.
F.
Complete items of work determined by Ammon Heisler Sachs architects's final
inspection.
END OF SECTION
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REQUIREMENTS
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EXECUTION AND CLOSEOUT
SECTION 01 7800
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. Section 01 3000 - Administrative Requirements: Submittals procedures, shop
drawings, product data, and samples.
B. Individual Product Sections: Specific requirements for operation and
maintenance data.
C. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Ammon Heisler Sachs
architects with claim for final Application for Payment.
B. Operation and Maintenance Data:
1. Submit two copies of preliminary draft or proposed formats and outlines of
contents before start of Work. Ammon Heisler Sachs architects will review
draft and return one copy with comments.
2. For equipment, or component parts of equipment put into service during
construction and operated by M&T Bank, submit completed documents
within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection.
This copy will be reviewed and returned after final inspection, with Ammon
Heisler Sachs architects comments. Revise content of all document sets as
required prior to final submission.
4. Submit two sets of revised final documents in final form within 10 days after
final inspection.
C. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during
construction with M&T Bank's permission, submit documents within 10 days
after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion,
prior to final Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of
Substantial Completion, submit within 10 days after acceptance, listing the
date of acceptance as the beginning of the warranty period.
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PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual
revisions to the Work:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
B. Ensure entries are complete and accurate, enabling future reference by M&T
Bank.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E.
Specifications: Legibly mark and record at each product section description of
actual products installed, including the following:
1. Manufacturer's name and product model and number.
2. Changes made by Addenda and modifications.
F.
Record Drawings and Shop Drawings: Legibly mark each item to record actual
construction including:
1. Field changes of dimension and detail.
2. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. Source Data: For each product or system, list names, addresses and telephone
numbers of Subcontractors and suppliers, including local source of supplies and
replacement parts.
B. Product Data: Mark each sheet to clearly identify specific products and
component parts, and data applicable to installation. Delete inapplicable
information.
C. Drawings: Supplement product data to illustrate relations of component parts of
equipment and systems, to show control and flow diagrams. Do not use Project
Record Documents as maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence
of instructions for each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES
A. For Each Product, Applied Material, and Finish:
1. Product data, with catalog number, size, composition, and color and texture
designations.
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B. Instructions for Care and Maintenance: Manufacturer's recommendations for
cleaning agents and methods, precautions against detrimental cleaning agents
and methods, and recommended schedule for cleaning and maintenance.
C. Additional information as specified in individual product specification sections.
D. Where additional instructions are required, beyond the manufacturer's standard
printed instructions, have instructions prepared by personnel experienced in the
operation and maintenance of the specific products.
3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.
2. Identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Complete nomenclature and model number of replaceable parts.
B. Where additional instructions are required, beyond the manufacturer's standard
printed instructions, have instructions prepared by personnel experienced in the
operation and maintenance of the specific products.
C. Operating Procedures: Include start-up, break-in, and routine normal operating
instructions and sequences. Include regulation, control, stopping, shut-down,
and emergency instructions. Include summer, winter, and any special operating
instructions.
D. Maintenance Requirements: Include routine procedures and guide for
preventative maintenance and trouble shooting; disassembly, repair, and
reassembly instructions; and alignment, adjusting, balancing, and checking
instructions.
E.
Provide servicing and lubrication schedule, and list of lubricants required.
F.
Include manufacturer's printed operation and maintenance instructions.
G. Include sequence of operation by controls manufacturer.
H. Provide original manufacturer's parts list, illustrations, assembly drawings, and
diagrams required for maintenance.
I.
Provide control diagrams by controls manufacturer as installed.
J.
Provide General Contractor's coordination drawings, with color coded piping
diagrams as installed.
K. Additional Requirements: As specified in individual product specification
sections.
3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for M&T Bank's
personnel use, with data arranged in the same sequence as, and identified by,
the specification sections.
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B. Where systems involve more than one specification section, provide separate
tabbed divider for each system.
C. Prepare instructions and data by personnel experienced in maintenance and
operation of described products.
D. Prepare data in the form of an instructional manual.
E.
Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with
durable plastic covers; 3 inch maximum ring size. When multiple binders are
used, correlate data into related consistent groupings.
F.
Cover: Identify each binder with typed or printed title OPERATION AND
MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of
contents.
G. Project Directory: Title and address of Project; names, addresses, and telephone
numbers of Ammon Heisler Sachs architects, Consultants, General Contractor and
subcontractors, with names of responsible parties.
H. Tables of Contents: List every item separated by a divider, using the same
identification as on the divider tab; where multiple volumes are required, include
all volumes Tables of Contents in each volume, with the current volume clearly
identified.
I.
Dividers: Provide tabbed dividers for each separate product and system; identify
the contents on the divider tab; immediately following the divider tab include a
description of product and major component parts of equipment.
J.
Text: Manufacturer's printed data, or typewritten data on 24 pound paper.
K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold
larger drawings to size of text pages.
L.
Contents: Prepare a Table of Contents for each volume, with each product or
system description identified, in three parts as follows:
1. Part 1: Directory, listing names, addresses, and telephone numbers of
Ammon Heisler Sachs architects, General Contractor, Subcontractors, and
major equipment suppliers.
2. Part 2: Operation and maintenance instructions, arranged by system and
subdivided by specification section. For each category, identify names,
addresses, and telephone numbers of Subcontractors and suppliers. Identify
the following:
a. Significant design criteria.
b. List of equipment.
c. Parts list for each component.
d. Operating instructions.
e. Maintenance instructions for equipment and systems.
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f.
3.
Maintenance instructions for special finishes, including recommended
cleaning methods and materials, and special precautions identifying
detrimental agents.
Part 3: Project documents and certificates, including the following:
a. Shop drawings and product data.
b. Certificates.
c. Photocopies of warranties and bonds.
3.06 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible
Subcontractors, suppliers, and manufacturers, within 10 days after completion of
the applicable item of work. Except for items put into use with M&T Bank's
permission, leave date of beginning of time of warranty until the Date of
Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are
notarized.
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
END OF SECTION
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SECTION 03 3000
CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete formwork.
B. Floors and slabs on grade.
C. Concrete reinforcement.
D. Joint devices associated with concrete work.
E.
Concrete curing.
F.
Concrete materials and mix design.
G. Placement Procedures.
H. Concrete finishes.
1.02 RELATED REQUIREMENTS
A. Section 07 9005 - Joint Sealers: Sealants for saw cut joints and isolation joints in
slabs.
1.03 REFERENCE STANDARDS
A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and
Materials; American Concrete Institute International.
B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight,
and Mass Concrete; American Concrete Institute International.
C. ACI 301 - Specifications for Structural Concrete; American Concrete Institute
International.
D. ACI 302.1R - Guide for Concrete Floor and Slab Construction; American Concrete
Institute International.
E.
ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete;
American Concrete Institute International.
F.
ACI 308R - Guide to Curing Concrete; American Concrete Institute International.
G. ACI 318 - Building Code Requirements for Structural Concrete and Commentary;
American Concrete Institute International.
H. ACI 347 - Guide to Formwork for Concrete; American Concrete Institute
International.
I.
ASTM A185/A185M - Standard Specification for Steel Welded Wire
Reinforcement, Plain, for Concrete.
J.
ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon
Billet-Steel Bars for Concrete Reinforcement.
K. ASTM C33/C33M - Standard Specification for Concrete Aggregates.
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L.
ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical
Concrete Specimens.
M. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete.
N. ASTM C150/C150M - Standard Specification for Portland Cement.
O. ASTM C260 - Standard Specification for Air-Entraining Admixtures for Concrete.
P. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds
for Curing Concrete.
Q. ASTM C494/C494M - Standard Specification for Chemical Admixtures for
Concrete.
R. ASTM C1315 - Standard Specification for Liquid Membrane-Forming Compounds
Having Special Properties for Curing and Sealing Concrete.
S.
ASTM D1752 - Standard Specification for Preformed Sponge Rubber Cork and
Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural
Construction.
T.
ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in
Contact with Soil or Granular Fill under Concrete Slabs.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Submit manufacturers' data on manufactured products showing
compliance with specified requirements and installation instructions.
C. Mix Design: Submit proposed concrete mix design.
D. Samples: Submit samples of underslab vapor retarder to be used.
E.
Original Shop Drawings: Include details of steel reinforcement placement
including material, grade, bar schedules, stirrup spacing, bend bar diagrams,
arrangement and supports.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed
concrete products complying with ASTM C 94 requirements for production
facilities and equipment.
B. Perform work of this section, including, but not limited to the following, in
accordance with ACI 301 and ACI 318:
1. General requirements, including submittals, quality assurance, acceptance of
structure and protection of in-place concrete.
2. Formwork and form accessories.
3. Steel reinforcement and supports.
4. Concrete mixtures.
5. Handling, placing and constructing concrete.
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PART 2 PRODUCTS
2.01 FORMWORK
A. Formwork Design and Construction: Comply with guidelines of ACI 301 to provide
formwork that will produce concrete complying with tolerances of ACI 117.
B. Form Materials: General Contractor's choice of standard products with sufficient
strength to withstand hydrostatic head without distortion in excess of permitted
tolerances.
2.02 REINFORCEMENT
A. Reinforcing Steel: ASTM A615/A615M Grade 60 (420).
1. Type: Deformed billet-steel bars.
B. Steel Welded Wire Reinforcement: ASTM A185/A185M, plain type and ASTM
A497/A497M, deformed type.
1. Form: Flat Sheets.
C. Reinforcement Accessories:
1. Tie Wire: Annealed, minimum 16 gage.
2.03 CONCRETE MATERIALS
A. Cement: ASTM C150, Type I - Normal or Type II - Moderate Portland type.
B. Fine and Coarse Aggregates: ASTM C 33, uniformly graded, not exceeding 1-inch
nominal size.
C. Water: ASTM C94, Clean and not detrimental to concrete.
2.04 ADMIXTURES
A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1
percent by weight of cement.
B. Air Entrainment Admixture: ASTM C260.
C. High Range Water Reducing Admixture: ASTM C494/C494M Type F.
D. Water Reducing and Accelerating Admixture: ASTM C494/C494M Type E.
E.
Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.
F.
Water Reducing Admixture: ASTM C494/C494M Type A.
2.05 ACCESSORY MATERIALS
A. Underslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or
aluminum-reinforced polyethylene or equivalent, complying with ASTM E1745,
Class A; stated by manufacturer as suitable for installation in contact with soil or
granular fill under concrete slabs. The use of single ply polyethylene is
prohibited.
1. Accessory Products: Vapor retarder manufacturer's recommended tape,
adhesive, mastic, prefabricated boots, etc., for sealing seams and
penetrations in vapor retarder.
2. Products:
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CAST-IN-PLACE CONCRETE
a.
Stego Industries, LLC; Stego Wrap Vapor Barrier 15-mil (Class A):
www.stegoindustries.com.
2.06 BONDING AND JOINTING PRODUCTS
A. Slab Isolation Joint Filler: 1/2 inch thick, height equal to slab thickness, with
removable top section that will form 1/2 inch deep sealant pocket after removal.
1. Material: ASTM D1752 cork (Type II) or self-expanding cork (Type III).
B. Slab Construction Joint Devices: Combination keyed joint form and screed,
galvanized steel, with minimum 1 inch diameter holes for conduit or rebars to
pass through at 6 inches on center; ribbed steel stakes for setting.
2.07 CURING MATERIALS
A. Evaporation Reducer: Liquid thin-film-forming compound that reduces rapid
moisture loss caused by high temperature, low humidity, and high winds;
intended for application immediately after concrete placement.
B. Curing and Sealing Compound, Moisture Emission Reducing: Liquid,
membrane-forming, clear sealer, for application to newly placed concrete;
capable of providing adequate bond for flooring adhesives, initially and over the
long term; with sufficient moisture vapor impermeability to prevent deterioration
of flooring adhesives due to moisture emission.
1. Use this product to cure and seal all slabs to receive adhesively applied
flooring or roofing.
2. Comply with ASTM C309 Type I Class B and ASTM C1315 Type I Class A.
3. VOC Content: Less than 100 g/L.
4. Solids Content: 25 percent, minimum.
C. Moisture-Retaining Sheet: ASTM C171.
1. Polyethylene film, clear, minimum nominal thickness of 0.0040 in..
2. White-burlap-polyethylene sheet, weighing not less than 10 oz/per linear yd,
40 inches wide.
D. Water: Potable, not detrimental to concrete.
2.08 CONCRETE MIX DESIGN
A. Proportioning Normal Weight Concrete: Comply with ACI 301 requirements.
B. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at
rates recommended or required by manufacturer with an air content of 6.0
percent within a tolerance of plus 1.0 or minus 1.5 percent.
1. Air content of trowel-finished interior concrete floors shall not exceed 3.0
percent.
C. Normal Weight Concrete:
1. Compressive Strength, when tested in accordance with ASTM C39/C39M at
28 days: 3,500 psi for slab-on-grade and foundation walls, 3,000 psi for all
other concrete.
2. Maximum Slump: 4 inches.
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a.
Slump Limit for Concrete Containing High-Range Water-Reducing
Admixture: Not more than 8 inches after adding admixture to plant- or
site-verified, 2- to 3-inch slump.
2.09 MIXING
A. Transit Mixers: Comply with ASTM C94/C94M.
1. When air temperature is between 85 and 90 deg F, reduce mixing and
delivery time from 1-1/2 hours to 75 minutes; when air temperature is
above 90 deg F, reduce mixing and delivery time to 60 minutes.
B. Provide batch ticket for each batch discharged and used in the Work, indicating
Project identification name and number, date, mix type, mix time, quantity, and
amount of water added. Note that no water is to be added at the site unless
water was withheld at the plant. Total water content shall be as indicated on the
mix designs. Record approximate location of final deposit in structure.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.
3.02 PREPARATION
A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to
support all applied loads until concrete is cured, and for easy removal without
damage to concrete.
B. Interior Slabs on Grade: Install, protect and repair vapor retarder sheets under
interior slabs on grade according to ASTM E1643. Place sheets in position with
longest dimension parallel to direction of pour. Lap joints minimum 6 inches.
Seal joints, seams and penetrations watertight with manufacturer's
recommended products and follow manufacturer's written instructions. Repair
damaged vapor retarder before covering.
1. Vapor Retarder Over Granular Fill: Install compactible granular fill before
placing vapor retarder as shown on the drawings. Do not use sand.
3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS
A. Comply with requirements of ACI 301 and CRSI's "Manual of Standard Practice."
Clean reinforcement of loose rust and mill scale, and accurately position, support,
and secure in place to achieve not less than minimum concrete coverage required
for protection.
B. Install welded wire reinforcement in maximum possible lengths, and offset end
laps in both directions. Splice laps with tie wire.
C. Do not cut or puncture vapor barrier. Repair damage and reseal vapor barrier
before placing concrete.
3.04 PLACING CONCRETE
A. Place concrete in accordance with ACI 304R.
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B. Place concrete for floor slabs in accordance with ACI 302.1R.
C. Ensure reinforcement, inserts, waterstops, embedded parts, and formed
construction joint devices will not be disturbed during concrete placement.
D. Finish floors level and flat, unless otherwise indicated, within the tolerances
specified below.
3.05 SLAB JOINTING
A. Locate joints as indicated on the drawings; construct joints true to line with faces
perpendicular to surface plane of concrete.
B. Anchor joint fillers and devices to prevent movement during concrete placement.
C. Isolation Joints: Use preformed joint filler with removable top section for joint
sealant, total height equal to thickness of slab, set flush with top of slab.
1. Install wherever necessary to separate slab from other building members,
including columns, walls, equipment foundations, footings, stairs, manholes,
sumps, and drains.
D. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints,
sectioning concrete into areas as indicated. Construct contraction joints for a
depth equal to at least one-fourth of the concrete thickness, as follows:
1. Grooved Contraction Joints: Form contraction joints after initial floating by
grooving and finishing each edge of joint with groover tool to a radius of 1/8
inch. Repeat grooving of contraction joints after applying surface finishes.
Eliminate groover marks on concrete surfaces.
2. Saw Cut Contraction Joints: Form contraction joints with power saws
equipped with shatterproof abrasive or diamond-rimmed blades. Cut
1/8-inch-wide joints into concrete when cutting action will not tear, abrade,
or otherwise damage surface and before concrete develops random
contraction cracks.
E.
Construction Joints: Where not otherwise indicated, use metal combination
screed and key form, with removable top section for joint sealant. Locate and
install so as not to impair strength or appearance of concrete, at locations
indicated or as approved by Architect.
3.06 FLOOR FLATNESS AND LEVELNESS TOLERANCES
A. Comply with ACI 117, "Specifications for Tolerances for Concrete Construction
and Materials."
B. Correct defects by grinding or by removal and replacement of the defective work.
Areas requiring corrective work will be identified. Re-measure corrected areas
by the same process.
3.07 CONCRETE FINISHING
A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing
operations for concrete surfaces. Do not wet concrete surfaces.
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B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull
floats or darbies to form a uniform and open-textured surface plane before
excess moisture or bleedwater appears on the surface.
1. Do not further disturb surfaces before starting finishing operations.
C. Scratch Finish: Apply scratch finish to surfaces to receive concrete floor topping
or mortar setting beds for ceramic or quarry tile, portland cement terrazzo, and
other bonded cementitious floor finish, unless otherwise indicated.
D. Float Finish: Apply float finish to surfaces indicated, to surfaces to receive trowel
finish, and to floor and slab surfaces to be covered with fluid-applied or sheet
waterproofing, built-up or membrane roofing, or sand-bed terrazzo.
E.
Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and
slab surfaces exposed to view or to be covered with resilient flooring, carpet,
ceramic or quarry tile set over a cleavage membrane, paint, or another thin
film-finish coating system.
F.
Trowel and Fine-Broom Finish: Apply a partial trowel finish, stopping after
second troweling, to surfaces indicated and to surfaces where ceramic or quarry
tile is to be installed by either thickset or thin-set methods. Immediately after
second troweling, and when concrete is still plastic, slightly scarify surface with a
fine broom.
G. Nonslip Broom Finish: Apply a nonslip broom finish to surfaces indicated and to
exterior concrete platforms, steps, and ramps. Immediately after float finishing,
slightly roughen trafficked surface by brooming with fiber-bristle broom
perpendicular to main traffic route.
3.08 CURING AND PROTECTION
A. Comply with requirements of ACI 308R, ACI 306.1 for cold-weather protection,
and follow recommendations in ACI 305R for hot-weather protection during
curing. Immediately after placement, protect concrete from premature drying,
excessively hot or cold temperatures, and mechanical injury.
B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot,
dry, or windy conditions occur before and during finishing operations. Apply
according to manufacturer's written instructions after placing, screeding, and bull
floating or darbying concrete, but before float finishing.
C. Maintain concrete with minimal moisture loss at relatively constant temperature
for period necessary for hydration of cement and hardening of concrete.
1. Normal concrete: Not less than 7 days.
D. Surfaces Not in Contact with Forms:
1. Initial Curing: Start as soon as free water has disappeared and before
surface is dry. Keep continuously moist for not less than three days by water
ponding, water-saturated sand, water-fog spray, or saturated burlap.
a. Ponding: Maintain 100 percent coverage of water over floor slab areas,
continuously for 4 days.
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2.
b. Spraying: Spray water over floor slab areas and maintain wet.
Final Curing: Begin after initial curing but before surface is dry.
a. Moisture-Retaining Sheet: Lap strips not less than 12 inches and seal
with waterproof tape or adhesive; secure at edges.
b. Curing Compound: Apply uniformly in continuous operation by power
spray or roller according to manufacturer's written instructions. Recoat
areas subjected to heavy rainfall within three hours after initial
application. Maintain continuity of coating and repair damage during
curing period.
3.09 FIELD QUALITY CONTROL
A. Testing Agency: Engage a qualified independent testing and inspecting agency to
sample materials, perform tests, and submit test reports during a concrete
placement according to requirements specified in this Article. Perform tests
according to ACI 301. Sampling and testing for quality control during concrete
placement may include the following, as directed by the Architect.
1. Provide free access to concrete operations at project site and cooperate with
appointed firm.
2. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply
with ASTM C94.
3. Air Content: ASTM C 173, volumetric method or ASTM C 231, pressure
method for normal weight concrete; one for each day’s pour of each type of
air-entrained concrete.
4. Concrete Temperature: ASTM C 1064; one test hourly when air temperature
is 40 deg F (4 deg C) and below, when 80 deg F (27 deg C) and above, and
one test for each set of compressive-strength specimens.
5. Compression Test Specimen: ASTM C 31; one set of four standard cylinders
for each compressive-strength test, unless otherwise directed. Mold and
store cylinders for laboratory-cured test specimens except when field-cured
test specimens are required.
6. Compressive-Strength Tests: ASTM C 39; one set for each day’s pour
exceeding 5 cu. yd. plus additional sets for each 50 cu. yd. more than the first
25 cu. yd. of each concrete class placed in any one day; one specimen tested
at 7 days, two specimens tested at 28 days, and one specimen retained in
reserve for later testing, if required.
7. Slump: ASTM C 143; one test at point of discharge for each day’s pour of
each type of concrete; additional tests when concrete consistency seems to
have changed.
B. When frequency of testing will provide fewer than five strength tests for a given
class of concrete, conduct testing from at least five randomly selected batches or
from each batch if fewer than five are used.
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C. When strength of field-cured cylinders is less than 85 percent of companion
laboratory-cured cylinders, evaluate current operations and provide corrective
procedures for protecting and curing the in-place concrete.
D. Strength level of concrete will be considered satisfactory if averages of sets of
three consecutive strength test results equal or exceed specified compressive
strength by more than 500 psi.
3.10 DEFECTIVE CONCRETE
A. Test Results: The testing agency shall report test results in writing to Ammon
Heisler Sachs architects and General Contractor within 24 hours of test. Reports
of compressive strength tests shall contain the Project identification name and
number, date of concrete placement, name of concrete testing service, concrete
type and class, location of concrete batch in structure, design compressive
strength at 28 days, concrete mix proportions and materials, compressive
breaking strength, and type of break for both 7-day tests and 28-day tests.
B. Additional Tests: The testing agency will make additional tests of in-place
concrete when test results indicate specified concrete strengths and other
characteristics have not been attained in the structure, as directed by Architect.
Testing agency may conduct tests to determine adequacy of concrete by cored
cylinders complying with ASTM C 42, or by other methods as directed.
C. Defective Concrete: Concrete not conforming to required lines, details,
dimensions, tolerances or specified requirements.
D. Remove and replace concrete that does not comply with requirements in this
Section.
END OF SECTION
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CAST-IN-PLACE CONCRETE
SECTION 06 1000
ROUGH CARPENTRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Rough opening framing for doors, windows, and roof openings.
B. Preservative treated wood materials.
C. Fire retardant treated wood materials.
D. Communications and electrical room mounting boards.
E.
Concealed wood blocking, nailers, and supports.
F.
Miscellaneous wood nailers, furring, and grounds.
1.02 RELATED REQUIREMENTS
A. Section 09 2116 - Gypsum Board Assemblies: Gypsum-based sheathing.
1.03 REFERENCE STANDARDS
A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building
Materials.
B. AWPA U1 - Use Category System: User Specification for Treated Wood; American
Wood Protection Association.
C. PS 1 - Structural Plywood.
D. PS 20 - American Softwood Lumber Standard; National Institute of Standards and
Technology, Department of Commerce.
1.04 DELIVERY, STORAGE, AND HANDLING
A. General: Cover wood products to protect against moisture. Support stacked
products to prevent deformation and to allow air circulation.
B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping,
storage, or installation.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 20 and requirements of specified grading
agencies.
1. Species: Douglas Fir-Larch, unless otherwise indicated.
2. If no species is specified, provide any species graded by the agency specified;
if no grading agency is specified, provide lumber graded by any grading
agency meeting the specified requirements.
3. Grading Agency: Any grading agency whose rules are approved by the Board
of Review, American Lumber Standard Committee (www.alsc.org) and who
provides grading service for the species and grade specified; provide lumber
stamped with grade mark unless otherwise indicated.
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ROUGH CARPENTRY
B. Lumber fabricated from old growth timber is not permitted.
2.02 DIMENSION LUMBER
A. Moisture Content: S-dry or MC19.
B. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:
1. Lumber: S4S, No. 2 or Standard Grade.
2. Boards: Standard or No. 3.
2.03 CONSTRUCTION PANELS
A. Communications and Electrical Room Mounting Boards: Interior grade, A-D
plywood; 3/4 inch thick; flame spread index of 25 or less; smoke development
index of 450 or less, when tested in accordance with ASTM E 84.
B. Other Applications:
1. Plywood Concealed From View But Located Within Exterior Enclosure: PS 1,
C-C Plugged or better, Exterior grade.
2. Plywood Exposed to View But Not Exposed to Weather: PS 1, A-D, or better.
3. Other Locations: PS 1, C-D Plugged or better.
4. Electrical Component Mounting: APA rated sheathing, fire retardant
treated.
2.04 ACCESSORIES
A. Fasteners and Anchors:
1. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for
high humidity and preservative-treated wood locations, unfinished steel
elsewhere.
2.05 FACTORY WOOD TREATMENT
A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use
Category System for wood treatments determined by use categories, expected
service conditions, and specific applications.
1. Fire-Retardant Treated Wood: Mark each piece of wood with producer's
stamp indicating compliance with specified requirements.
2. Preservative-Treated Wood: Provide lumber and plywood marked or
stamped by an ALSC-accredited testing agency, certifying level and type of
treatment in accordance with AWPA standards.
B. Fire Retardant Treatment:
1. Manufacturers:
a. Arch Wood Protection, Inc: www.wolmanizedwood.com.
b. Hoover Treated Wood Products, Inc: www.frtw.com.
c. Osmose, Inc: www.osmose.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
2. Interior Type A: AWPA U1, Use Category UCFA, Commodity Specification H,
low temperature (low hygroscopic) type, chemically treated and pressure
impregnated; capable of providing a maximum flame spread rating of 25
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ROUGH CARPENTRY
when tested in accordance with ASTM E84, with no evidence of significant
combustion when test is extended for an additional 20 minutes.
a. Kiln dry wood after treatment to a maximum moisture content of 19
percent for lumber and 15 percent for plywood.
b. Treat rough carpentry items as indicated .
c. Do not use treated wood in applications exposed to weather or where
the wood may become wet.
C. Preservative Treatment:
1. Manufacturers:
a. Arch Wood Protection, Inc: www.wolmanizedwood.com.
b. Viance, LLC; Product ____: www.treatedwood.com.
c. Osmose, Inc: www.osmose.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
D. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use
Category UC3B, Commodity Specification A using waterborne preservative to 0.25
lb/cu ft retention.
1. Kiln dry lumber after treatment to maximum moisture content of 15
percent.
2. Treat lumber in contact with roofing, flashing, or waterproofing.
3. Treat lumber in contact with masonry or concrete.
PART 3 EXECUTION
3.01 INSTALLATION - GENERAL
A. Select material sizes to minimize waste.
B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site
as accessory components, including: shims, bracing, and blocking.
C. Where treated wood is used on interior, provide temporary ventilation during
and immediately after installation sufficient to remove indoor air contaminants.
3.02 BLOCKING, NAILERS, AND SUPPORTS
A. Provide framing and blocking members as indicated or as required to support
finishes, fixtures, specialty items, and trim.
B. In framed assemblies that have concealed spaces, provide solid wood fireblocking
as required by applicable local code, to close concealed draft openings between
floors and between top story and roof/attic space; other material acceptable to
code authorities may be used in lieu of solid wood blocking.
C. In metal stud walls, provide continuous blocking around door and window
openings for anchorage of frames, securely attached to stud framing.
D. In walls, provide blocking attached to studs as backing and support for
wall-mounted items, unless item can be securely fastened to two or more studs
or other method of support is explicitly indicated.
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ROUGH CARPENTRY
E.
Where ceiling-mounting is indicated, provide blocking and supplementary
supports above ceiling, unless other method of support is explicitly indicated.
F.
Specifically, provide the following non-structural framing and blocking:
1. Cabinets and shelf supports.
2. Wall brackets.
3. Handrails.
4. Grab bars.
5. Towel and bath accessories.
6. Wall-mounted door stops.
7. Chalkboards and marker boards.
8. Wall paneling and trim.
9. Joints of rigid wall coverings that occur between studs.
3.03 INSTALLATION OF CONSTRUCTION PANELS
A. Communications and Electrical Room Mounting Boards: Secure with screws to
studs with edges over firm bearing; space fasteners at maximum 24 inches on
center on all edges and into studs in field of board.
1. At fire-rated walls, install board over wall board indicated as part of the
fire-rated assembly.
2. Where boards are indicated as full floor-to-ceiling height, install with long
edge of board parallel to studs.
3. Install adjacent boards without gaps.
4. Size and Location: As indicated on drawings.
3.04 CLEANING
A. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.
B. Prevent sawdust and wood shavings from entering the storm drainage system.
END OF SECTION
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ROUGH CARPENTRY
SECTION 06 4100
ARCHITECTURAL WOOD CASEWORK
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Specially fabricated cabinet units.
1. Reception Counters
2. Standard, Corner and Sink Base Cabinets
3. Standard and Corner Wall Cabinets
4. Storage Cabinets
B. Countertops.
C. Cabinet hardware.
D. Plastic laminated surfacing
1. Countertops and splashes
E.
Specialty solid surfacing or stone
1. Countertops, splashes and aprons
F.
Factory finishing.
1.02 RELATED REQUIREMENTS
A. The Drawings, General Conditions, Supplementary Conditions, applicable portions
of Division 1, and the executed Agreement are all parts of this Section as if herein
written out in full.
B. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed
blocking.
C. Section 06 6100 - Simulated Stone Fabrications: Solid surface countertops.
D. Section 08 8000 - Glazing: Glass for casework.
1.03 REFERENCE STANDARDS
A. ANSI A135.4 - American National Standard for Basic Hardboard.
B. ANSI A208.2 - American National Standard for Medium Density Fiberboard for
Interior Use.
C. AWI (QCP) - Quality Certification Program, www.awiqcp.org.
D. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards.
E.
NEMA LD 3 - High-Pressure Decorative Laminates; National Electrical
Manufacturers Association.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Produce dimensioned plans, elevations, sections, and details of
all case or cabinet work, countertops, millwork, standing and running trim,
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ARCHITECTURAL WOOD CASEWORK
pediments, and similar work. Indicate species of woods, types of materials, and
finishes of all exposed materials; details and types of all anchors, fastenings,
joining, adhesives, and details of construction; other similar information. Clearly
indicate on the drawings any deviations from AWI standard methods and
procedures.
1. Field Measurements: Take field measurements prior to preparation of shop
drawings and/or fabrication, where possible. Do not delay job progress.
Allow for trimming and fitting wherever possible if taking field
measurements before fabrication might delay work.
C. Samples: Submit actual samples of architectural cabinet construction, minimum
2 inches square, illustrating proposed cabinet, countertop, and shelf unit finish.
1. Plastic Laminates: Chips showing colors and patterns, each type.
2. Solid Surfacing/Stone: Show graining, texture, coloring, and finish; each
type.
3. Other materials upon request by the Architect.
D. Samples: Submit actual sample items of proposed pulls, hinges, shelf standards,
and locksets, demonstrating hardware design, quality, and finish.
1.05 QUALITY ASSURANCE
A. Submit qualifications of the fabricator and installer in a form acceptable to the
Architect.
B. Fabricator Qualifications: Company specializing in fabricating the products
specified in this section with minimum five years of documented experience.
1. Provide a list of at least three completed projects of similar size or
complexity, their locations, owners, and approximate cost of specialty work.
C. Quality Certification: Provide AWI Quality Certification Program inspection report
and quality certification of completed work.
1. Governing Documents: Current editions of the following documents shall
govern the materials, design, fabrication, testing, performance, and
installation of the work required by this section, unless otherwise noted or
specified:
a. AWI - Architectural Woodwork Quality Standards Illustrated
2. Perform work in accordance with AWI "Custom" Grade quality.
3. Provide labels or certificates indicating that the work complies with
requirements of AWS Grade or Grades specified.
4. Prior to delivery to the site provide shop drawings with certification labels.
5. Provide labels on each product when required by certification program.
6. Upon completion of installation provide certificate certifying that the
installation and products meet the specified requirements.
7. Arrange and pay for inspections required for certification.
8. Replace, repair, or rework all work for which certification is refused.
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ARCHITECTURAL WOOD CASEWORK
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials and shop-fabricated items to the job site in undamaged
condition. Items shall not be delivered to the job site until wall board/plaster and
paint materials have been installed/applied and the structure is weather tight
and heated.
B. Protect materials and shop-fabricated items against dampness before and after
delivery. Store them under cover in a well-ventilated enclosure, not exposed to
extreme changes of temperature and humidity.
1.07 FIELD CONDITIONS
A. During and after installation of custom cabinets, maintain temperature and
humidity conditions in building spaces at same levels planned for occupancy.
PART 2 PRODUCTS
2.01 WOOD MATERIALS & STANDARDS
A. Grade and Species: Each species of factory and shop lumber shall conform to the
requirements of the latest published standard grading rules of the lumber
association under whose rules the particular species is produced and conforming
with USDC PS 1 or USDC PS 20 and shall bear the official grade and trademark of
the inspection bureau of that association.
1. Factory-Mark, unless otherwise specified, each piece of lumber and plywood
to identify the type, grade, agency providing the inspection service, the
producing mill and other qualities as specified herein.
B. Seasoning:
1. Lumber: Air-dried (AD).
2. Plywood: Kiln-dried (KD).
C. Moisture Content:
1. Lumber: 19% maximum, at dressing.
2. Plywood: 12% maximum, at dressing.
3. Kiln-Dried Interior Wood and Trim: 5 to 10%, at fabrication.
2.02 LUMBER AND BOARDS
A. For each use, comply with the requirements of USDC PS 20 except as otherwise
specified herein. Provide actual sizes complying with the minimum requirements
for the specified moisture content.
B. Wood for support or attachment of other work such as nailers, blocking, furring,
grounds, stripping and similar members shall be Standard grade light framing size
lumber or any species or board size lumber, as required. Provide Merchantable
Grade (RIS) boards or Standard Grade (WCLB) or No. 3 boards (SPIB or WWPA).
2.03 PLYWOOD
A. For each use, comply with the requirements of USDC PS 1 except as otherwise
specified herein. Provide plywood of any species classification group, except
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ARCHITECTURAL WOOD CASEWORK
where particular species is shown or specified, or where USDC PS 1 limits groups
for a particular grade specified.
1. Concealed Plywood (except where noted otherwise): Exterior Type C-D
plugged grade; use at locations where paint is required; 1/2-inch thick,
unless otherwise shown.
2. Exposed Interior Plywood: A-D INT-APA for one exposed side and B-B
INT-APA for two concealed sides; 1/2-inch thick, unless otherwise shown.
Plywood face shall be overlay or Birch.
3. Interior Shelving, etc.: Type A-B INT-APA with interior glue; 1/2- or 3/4-inch
thick, unless otherwise shown.
4. Particleboard: CS 236, Type 2-B-2 (phenolic resin particleboard and National
Particleboard Association standards).
a. Adhesive for Wood Members: CS 35, Type I (exterior use) or Type II
(interior use), as applicable.
2.04 CABINETS
A. Quality Grade: Unless otherwise indicated provide products of quality specified
by AWI/AWMAC/WI Architectural Woodwork Standards for Grades as indicated.
B. Wood Veneer Faced Cabinets: Premium grade, AWI Section 400.
1. Exposed Surfaces: AWI Premium Grade, Birch, plain sliced, unless otherwise
noted or scheduled.
2. Concealed Surfaces: AWI Custom Grade, Birch or poplar, plain sliced.
C. Plastic Laminate Faced Cabinets: Premium grade, AWI Section 400.
1. Breakroom Cabinets: Plastic laminate faced, Custom grade.
2. Cabinets at public view locations:
3. Finish - Exposed Exterior Surfaces: Decorative laminate.
4. Finish - Exposed Interior Surfaces: Decorative laminate.
5. Finish - Concealed Surfaces: Formaldehyde-free white melamine.
6. Grained Face Layout for Cabinet and Door Fronts: Style and Rail, all Grades.
a. Drawer fronts run grain either vertically or horizontally at the
manufacturer's option.
b. Doors: Vertical grain.
2.05 WOOD-BASED COMPONENTS
A. Wood fabricated from old growth timber is not permitted.
2.06 LAMINATE MATERIALS
A. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended
for specific applications. Design, color and finish shall be selected by the
Architect per M&T Bank standards. Submit samples for approval by the Architect.
2.07 COUNTERTOPS
A. Solid Surfacing: Specified in Section 06 6100.
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ARCHITECTURAL WOOD CASEWORK
B. Plastic Laminate Countertops: Medium density fiberboard substrate covered
with HPDL, conventionally fabricated and self-edge banded. Design, color and
finish shall be selected by the Architect per M&T Bank standards. Submit
samples for approval by the Architect.
C. Plastic Laminate Adhesive: CS 35, Type II; Type I at sink tops.
D. Provide all plastic laminate countertops with continuous backsplashes clad in
plastic laminate to match.
2.08 ACCESSORIES
A. Fasteners: Size and type to suit application.
B. Grommets: Standard plastic grommets for cut-outs, in color "black".
2.09 HARDWARE
A. Cabinet Hardware shall be provided and installed complete including, but not
limited to, hinges, pulls, catches, latches, standards, and brackets conforming to
BHMA's "Cabinet Standard No. 201." Submit cabinet hardware schedule and
catalog cuts in duplicate with the shop drawings for written approval. Hardware
items shall be manufacturer's standard wherever possible.
B. Adjustable Shelf Supports: Standard side-mounted system using recessed metal
shelf standards or multiple holes for pin supports and coordinated self rests, satin
chrome finish, for nominal 1 inch spacing adjustments.
1. Product: 798/799 manufactured by Stanley.
C. Drawer and Door Pulls: 5/16" diameter, "U" shaped wire; stainless steel with
satin finish; 4" centers.
D. Cabinet Locks: ANSI E07112, Grade 2; Keyed cylinder, two keys per lock, master
keyed, 630 finish.
E.
Catches: Magnetic.
1. Product: 45 Double Magnetic Cabinet Catch manufactured by Stanley, or
approved equal.
F.
Drawer Slides:
1. Type: ANSI B05051; Extension types as scheduled.
2. Static Load Capacity: 50 lbs. per pair.
3. Mounting: Side mounted.
4. Stops: Integral type.
5. Clearance: 1/2"
6. Features: Provide self closing/stay closed type.
G. Hinges: European style concealed self-closing type, BHMA No. 201, 630 finish.
Adjustable for overlay doors; provide rubber stops.
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ARCHITECTURAL WOOD CASEWORK
2.10 FABRICATION
A. General: Materials, fabrication, and finishes for all work specified herein shall be
of the grade and finish specified and shall comply with AWI "Quality Standards,"
as specified.
B. Assembly: Wherever possible, shop assemble cabinets for delivery to job site in
units easily handled and to permit passage through building openings.
C. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use
more than one piece for any single length.
D. Fitting: When necessary to cut and fit on site, provide materials with ample
allowance for cutting. Provide matching trim for scribing and site cutting.
E.
Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets
consistent with manufactured sizes. Fit corners and joints hairline; secure with
concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum 2
feet from sink cut-outs.
1. Laminated items shall be constructed of not less than 3/4-inch plywood clad
with plastic laminate to the shapes and dimensions shown on the Drawings.
2.11 SHOP FINISHING
A. Sand work smooth and set exposed nails and screws. All exposed construction
joints shall be fitted in a good workmanlike manner.
B. For opaque finishes, apply wood filler in exposed nail and screw indentations and
sand smooth.
C. On items to receive transparent finishes, use wood filler matching or blending
with surrounding surfaces and of types recommended for applied finishes.
D. Finish work in accordance with AWI/AWMAC/WI Architectural Woodwork
Standards.
1. Plastic laminate work: AWI Premium Grade quality and construction
complying with Section 500B for vertical and horizontal.
2. Standing and running trim: AWI Premium Grade quality and construction
complying with Section 300. All work finishes shall be transparent and
opaque as scheduled; including:
a. Wood bases
b. Running trim
c. Applied trim
E.
Properly finish assemblies without pad marks, runs, fatty edges, blushing, etc.
Touch-up and/or burn-in repairs shall blend with surrounding areas of the finish
surface. Provide complete with closers, filler strips, and finish moldings.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify adequacy of backing and support framing.
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ARCHITECTURAL WOOD CASEWORK
3.02 INSTALLATION
A. Properly set, secure and protect all items herein complete with trim and
hardware, assuring that they are free of defects, rigid, plumb, and level. Touch
up marred finishes to match adjacent surfaces perfectly.
B. Carefully scribe casework abutting other components, with maximum gaps of
1/32 inch and without injuring finished surfaces in any way. Material damaged
either prior to or after erection shall be subject to rejection. Do not use
additional overlay trim for this purpose. Cutting, fitting, drilling, and tapping, as
required to fit all units together and in-place, as well as to prepare such units to
receive the work of other trades, shall be performed.
C. Secure cabinets to wall and/or floor using appropriate angles and anchorages,
free of temporary wood shims.
D. Standing and Running Wood Trim: Install wood trim in single lengths accurately
and neatly mitered at comers. Running trim shall be installed in long lengths.
Cope trim at returns and interior angles; miter at corners.
E.
Paneling and Wainscoting: Provide an installation method which will reduce face
nailing of panel members. Panels shall be straight, level, flat and flush with
adjoining panel configurations. All corners shall be mitered and glued.
F.
Final installation shall comply with AWI Section 1700 for the grade specified for
each respective product.
G. Countersink anchorage devices at exposed locations. Conceal nails with putty
and screws with solid wood plugs of species to match surrounding wood; finish
flush with surrounding surfaces.
3.03 ADJUSTING
A. Adjust installed work.
B. Adjust moving or operating parts to function smoothly and correctly.
3.04 CLEANING
A. Clean casework, counters, shelves, hardware, fittings, and fixtures.
END OF SECTION
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ARCHITECTURAL WOOD CASEWORK
SECTION 06 6100
SIMULATED STONE FABRICATIONS
PART 1 GENERAL
2.01 SECTION INCLUDES
A. Cast plastic counter top and wall/millwork cladding.
2.02 REFERENCE STANDARDS
A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building
Materials.
2.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate dimensions, thicknesses, required clearances,
tolerances, materials, colors, finishes, fabrication details, field jointing, adjacent
construction, design load parameters, methods of support, integration of
plumbing components, and anchorages.
C. Samples: Submit two samples representative of vertical wall cladding, 2 x 2 inch
in size, illustrating color, texture, and finish.
D. Maintenance Data: Indicate list of approved cleaning materials and procedures
required; list of substances that are harmful to the component materials.
E.
Warranty: Submit manufacturer warranty and ensure that forms have been
completed in PDL Pratt Associates, LLC's name and registered with manufacturer.
2.04 QUALITY ASSURANCE
A. Installer Qualifications: Installation of Avonite Surfaces shall be by a firm that is
authorized by Avonite Surfaces to fabricate and install Avonite Surfaces, and that
can demonstrate successful experience in installing finished carpentry items
similar in type and quality to those required for this project.
2.05 DELIVERY, STORAGE AND HANDLING
A. Transport and handle sheets and fabricated items by methods that will prevent
damage and defacing.
B. Storage: If units are not installed immediately upon delivery to site, store in
covered location, off the ground or floor, and cover with moisture- and
stain-resistant paper or plastic.
C. Obtain and comply with manufacturer's advice for optimum temperature and
humidity conditions for material during its storage and installation.
2.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide ten year manufacturer warranty for defective materials and
workmanship.
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SIMULATED STONE FABRICATIONS
PART 2 PRODUCTS
3.01 MANUFACTURERS
A. Cast Plastic Fabrications:
1. Avonite Surfaces; Product Foundations; www.avonitesurfaces.com.
2. Substitutions: Not permitted.
3.02 FABRICATION
A. Avonite Surfaces shall be fabricated to field measurements. Seams shall be
located where shown on approved shop drawings. Provide seam blocks under all
seams where necessary in accordance with manufacturer’s recommendations.
B. Avonite Surfaces paneling and shower/tub enclosures shall be fabricated of 1/4”
(6mm) thick material, unless otherwise indicated.
C. Ease top and front edges and corners. Edge detail shall be as selected by
Architect or Designer.
3.03 FINISH
A. Color: White as indicated on drawings.
3.04 JOINT SEALERS
A. Joint Adhesive: Type recommended by manufacturer, in color to match Avonite
Surfaces.
B. Silicone sealant: Type recommended by manufacturer.
PART 3 EXECUTION
4.01 EXAMINATION
A. Verify that field measurements are as indicated on shop drawings.
B. Verify that joint preparation and affected dimensions are acceptable.
C. Verify mechanical, electrical, and building items affecting work of this section are
placed and ready to receive this work.
4.02 INSTALLATION
A. Install components in accordance with shop drawings and manufacturer's
instructions.
B. Align work plumb and level.
C. Rigidly anchor to substrate to prevent misalignment.
D. Use silicone sealant for attaching back splashes and reveal edges. Seal all joints
with sealant.
E.
Field joints shall be hard seamed unless otherwise specified.
4.03 TOLERANCES
A. Maximum Variation From True Dimension: 1/8 inch.
B. Maximum Offset From True Position: 1/8 inch.
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SIMULATED STONE FABRICATIONS
4.04 CLEANING
A. Clean and polish surfaces in accordance with manufacturer's instructions.
4.05 PROTECTION
A. Do not permit construction near unprotected surfaces.
B. Provide suitable protection on counters and other surfaces to protect the
installation from damage until final acceptance.
END OF SECTION
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SIMULATED STONE FABRICATIONS
SECTION 06 8200
GLASS FIBER REINFORCED PLASTIC
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Glass fiber reinforced, resin fabrications.
1.02 REFERENCE STANDARDS
A. FM P7825 - Approval Guide; Factory Mutual Research Corporation.
B. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc..
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on specified component products.
C. Shop Drawings: Indicate design load parameters, dimensions, adjacent
construction, materials, thicknesses, fabrication details, required clearances, field
jointing, tolerances, colors, finishes, methods of support, integration of plumbing
components, and anchorages.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in architectural glass fiber
and resin components with 7 years documented experience.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Protect components from damage by retaining shipping protection in place until
installation.
1.06 FIELD CONDITIONS
A. Do not install site fabricated components when site conditions may be
detrimental to successful installation.
B. Maintain temperature and humidity conditions favorable to proper curing of
resin during and after installation.
PART 2 PRODUCTS
2.01 MATERIALS
A. Fabric Reinforcement: Glass fiber woven fabric.
B. Resin: Polyester type, fire resistant, high workability characteristics, integral
coloring additives.
C. Polishing Cream: Compatible gel coat polishing cream to restore gloss surface
finish.
2.02 SHOP FABRICATION
A. Mold Material: Metal type.
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GLASS FIBER REINFORCED PLASTIC
B. Mold Surface: Smooth.
C. Finish other surfaces not in contact with the mold to match the molded surfaces
in appearance.
D. Finish trim corners and edges.
E.
Cure components prior to shipment and remove material that may be toxic to
plant or animal life.
2.03 FINISH
A. Color: TBD.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work and dimensions are as indicated on
shop drawings.
3.02 INSTALLATION
A. Install fabrications in accordance with shop drawings and fabricator's
instructions.
3.03 CLEANING
A. Clean components of foreign material without damaging finished surface.
B. Hand rub smooth surfaces with polishing cream.
C. Clean fabrications in accordance with fabricator's instructions.
3.04 PROTECTION
A. Place protective structural covering over installed units.
END OF SECTION
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GLASS FIBER REINFORCED PLASTIC
SECTION 07 2100
THERMAL INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Batt insulation in Interior wall construction.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Supporting construction for batt insulation.
B. Section 07 8400 - Firestopping: Insulation as part of fire-rated
through-penetration assemblies.
C. Section 09 2116 - Gypsum Board Assemblies: Acoustic insulation inside walls and
partitions.
1.03 REFERENCE STANDARDS
A. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation
for Light Frame Construction and Manufactured Housing.
B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building
Materials.
C. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube
Furnace At 750 Degrees C.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on product characteristics, performance criteria, and
product limitations.
1.05 FIELD CONDITIONS
A. Do not install insulation adhesives when temperature or weather conditions are
detrimental to successful installation.
1.06 SEQUENCING
A. Sequence work to ensure fireproofing and firestop materials are in place before
beginning work of this section.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Insulation:
1. Owens Corning; www.owenscorning.com
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 APPLICATIONS
A. Insulation in Metal Framed Walls: Batt insulation with no vapor retarder.
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THERMAL INSULATION
2.03 BATT INSULATION MATERIALS
A. Where batt insulation is indicated, either glass fiber or mineral fiber batt
insulation may be used, at General Contractor's option.
B. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with
ASTM C665; friction fit.
1. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84.
2. Smoke Developed Index: 450 or less, when tested in accordance with ASTM
E84.
3. Combustibility: Non-combustible, when tested in accordance with ASTM
E136, except for facing, if any.
4. Formaldehyde Content: Zero.
5. Facing: Aluminum foil, flame spread 25 rated; one side.
6. Manufacturers:
a. CertainTeed Corporation: www.certainteed.com.
b. Johns Manville Corporation: www.jm.com.
c. Knauf Insulation GmbH: www.knaufinsulation.us.
d. Owens Corning Corp: www.owenscorning.com.
7. Substitutions: See Section 01 6000 - Product Requirements.
C. Mineral Fiber Batt Insulation: Flexible preformed batt or blanket, complying with
ASTM C665; friction fit; unfaced flame spread index of 0 (zero) when tested in
accordance with ASTM E84.
1. Smoke Developed Index: 0 (zero), when tested in accordance with ASTM
E84.
2. Manufacturers:
a. Thermafiber, Inc: www.thermafiber.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
2.04 ACCESSORIES
A. Sheet Vapor Retarder: clear polyethylene film, 6 mil thick.
B. Tape: Bright aluminum self-adhering type, mesh reinforced, 2 inch wide.
C. Nails or Staples: Steel wire; electroplated or galvanized; type and size to suit
application.
D. Adhesive: Type recommended by insulation manufacturer for application.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate, adjacent materials, and insulation materials are dry and
that substrates are ready to receive insulation and adhesive.
B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or
materials or substances that may impede adhesive bond.
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THERMAL INSULATION
3.02 BATT INSTALLATION
A. Install insulation in accordance with manufacturer's instructions.
B. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.
C. Fit insulation tightly in cavities and tightly to exterior side of mechanical and
electrical services within the plane of the insulation.
D. Staple or nail facing flanges in place at maximum 6 inches on center.
3.03 PROTECTION
A. Do not permit installed insulation to be damaged prior to its concealment.
END OF SECTION
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07 2100 - 3
THERMAL INSULATION
SECTION 07 8400
FIRESTOPPING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Firestopping systems.
B. Firestopping of all joints and penetrations in fire-resistance rated and
smoke-resistant assemblies, whether indicated on drawings or not.
1.02 RELATED REQUIREMENTS
A. Section 01 7000 - Execution and Closeout Requirements: Cutting and patching.
B. Section 09 2116 - Gypsum Board Assemblies: Gypsum wallboard fireproofing.
1.03 REFERENCE STANDARDS
A. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and
Materials.
B. ASTM E814 - Standard Test Method for Fire Tests of Through-Penetration Fire
Stops.
C. ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc..
D. FM P7825 - Approval Guide; Factory Mutual Research Corporation.
E.
UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc..
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on product characteristics, performance ratings, and
limitations.
1.05 QUALITY ASSURANCE
A. Fire Testing: Provide firestopping assemblies of designs that provide the
scheduled fire ratings when tested in accordance with ASTM E 814 and ASTM E
119.
1. Listing in the current-year classification or certification books of UL, FM, or
ITS (Warnock Hersey) will be considered as constituting an acceptable test
report.
2. Valid evaluation report published by ICC Evaluation Service, Inc. (ICC-ES) at
www.icc-es.org will be considered as constituting an acceptable test report.
B. Manufacturer Qualifications: Company specializing in manufacturing the
products specified in this section with minimum three years documented
experience.
C. Installer Qualifications: Company specializing in performing the work of this
section and:
1. With minimum 3 years documented experience installing work of this type.
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07 8400 - 1
FIRESTOPPING
2.
3.
Able to show at least 5 satisfactorily completed projects of comparable size
and type.
Licensed by authority having jurisdiction.
1.06 FIELD CONDITIONS
A. Comply with firestopping manufacturer's recommendations for temperature and
conditions during and after installation. Maintain minimum temperature before,
during, and for 3 days after installation of materials.
B. Provide ventilation in areas where solvent-cured materials are being installed.
PART 2 PRODUCTS
2.01 FIRESTOPPING - GENERAL REQUIREMENTS
A. Firestopping: Any material meeting requirements.
B. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Type
required for tested assembly design.
C. Fire Ratings: See Drawings for required systems and ratings.
2.02 FIRESTOPPING SYSTEMS
A. Firestopping: Any material meeting requirements.
1. Fire Ratings: Use any system listed by UL or tested in accordance with ASTM
E 814 that has F Rating equal to fire rating of penetrated assembly and
minimum T Rating Equal to F Rating and that meets all other specified
requirements.
2.03 MATERIALS
A. Elastomeric Silicone Firestopping: Single component silicone elastomeric
compound and compatible silicone sealant;
1. Manufacturers:
a. A/D Fire Protection Systems Inc: www.adfire.com.
b. 3M Fire Protection Products: www.3m.com/firestop.
c. Hilti, Inc: www.us.hilti.com.
d. Specified Technologies, Inc: www.stifirestop.com.
e. Substitutions: See Section 01 6000 - Product Requirements.
B. Fiber Firestopping: Mineral fiber insulation used in conjunction with elastomeric
surface sealer forming airtight bond to opening;
1. Manufacturers:
a. A/D Fire Protection Systems Inc: www.adfire.com.
b. Pecora Corporation: www.pecora.com.
c. Thermafiber, Inc: www.thermafiber.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
C. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Type
required for tested assembly design.
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FIRESTOPPING
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify openings are ready to receive the work of this section.
3.02 PREPARATION
A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter
that could adversely affect bond of firestopping material.
B. Remove incompatible materials that could adversely affect bond.
C. Install backing materials to arrest liquid material leakage.
3.03 INSTALLATION
A. Install materials in manner described in fire test report and in accordance with
manufacturer's instructions, completely closing openings.
B. Do not cover installed firestopping until inspected by authority having
jurisdiction.
C. Install labeling required by code.
3.04 CLEANING
A. Clean adjacent surfaces of firestopping materials.
3.05 PROTECTION
A. Protect adjacent surfaces from damage by material installation.
END OF SECTION
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FIRESTOPPING
SECTION 07 9005
JOINT SEALERS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Sealants and joint backing.
B. Precompressed foam sealers.
C. Hollow gaskets.
1.02 RELATED REQUIREMENTS
A. Section 07 8400 - Firestopping: Firestopping sealants.
B. Section 09 2116 - Gypsum Board Assemblies: Acoustic sealant.
C. Section 09 3000 - Tiling: Sealant used as tile grout.
1.03 REFERENCE STANDARDS
A. ASTM C834 - Standard Specification for Latex Sealants.
B. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications.
C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants.
D. ASTM C1193 - Standard Guide for Use of Joint Sealants.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with other sections referencing this section.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the
Products specified in this section with minimum three years documented
experience.
B. Applicator Qualifications: Company specializing in performing the work of this
section with minimum three years documented experience and approved by
manufacturer.
1.07 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer
during and after installation.
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective work within a five year period after Date of Substantial
Completion.
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JOINT SEALERS
C. Warranty: Include coverage for installed sealants and accessories which fail to
achieve airtight seal, exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Silicone Sealants:
1. Bostik Inc: www.bostik-us.com.
2. Momentive Performance Materials, Inc (formerly GE Silicones); Product
____: www.momentive.com.
3. Pecora Corporation: www.pecora.com.
4. BASF Construction Chemicals-Building Systems; Product ____:
www.chemrex.com.
5. Substitutions: See Section 01 6000 - Product Requirements.
B. Polyurethane Sealants:
1. Bostik Inc: www.bostik-us.com.
2. Pecora Corporation: www.pecora.com.
3. BASF Construction Chemicals-Building Systems: www.chemrex.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
C. Polysulfide Sealants:
1. Pecora Corporation: www.pecora.com.
2. BASF Construction Chemicals-Building Systems: www.chemrex.com.
3. Substitutions: See Section 01 6000 - Product Requirements.
D. Acrylic Sealants (ASTM C920):
1. Tremco Global Sealants; Product ____: www.tremcosealants.com.
2. Red Devil; Siliconized Acrylic Construction Grade (35 Year) Sealant:
www.reddevil.com.
3. Substitutions: See Section 01 6000 - Product Requirements.
E.
Acrylic Emulsion Latex Sealants:
1. Bostik Inc: www.bostik-us.com.
2. Pecora Corporation: www.pecora.com.
3. BASF Construction Chemicals-Building Systems: www.chemrex.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
2.02 SEALANTS
A. Type 1 - General Purpose Exterior Sealant: Polyurethane; ASTM C920, Grade NS,
Class 25, Uses M, G, and A; multi- component.
1. Color: Match adjacent finished surfaces.
2. Applications: Use for:
a. Control, expansion, and soft joints in masonry.
b. Joints between concrete and other materials.
c. Joints between metal frames and other materials.
d. Other exterior joints for which no other sealant is indicated.
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JOINT SEALERS
B. Type 2 - General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C834,
Type OP, Grade NF single component, paintable.
1. Color: Match adjacent finished surfaces.
2. Product: Tremflex 834 manufactured by Tremco.
3. Applications: Use for:
a. Interior wall and ceiling control joints.
b. Joints between door and window frames and wall surfaces.
c. Other interior joints for which no other type of sealant is indicated.
C. Type 3 - Interior Floor Joint Sealant: Polyurethane, self-leveling; ASTM C920,
Grade P, Class 25, Uses T, M and A; single component.
1. Approved by manufacturer for wide joints up to 1-1/2 inches.
2. Color: Match adjacent finished surfaces.
3. Applications: Use for:
a. Expansion joints in floors.
D. Type 4 - Concrete Paving Joint Sealant: Polyurethane, self-leveling; ASTM C920,
Class 25, Uses T, I, M and A; multi- component.
1. Color: Gray.
2. Applications: Use for:
a. Joints in sidewalks and vehicular paving.
2.03 ACCESSORIES
A. Primer: Non-staining type, recommended by sealant manufacturer to suit
application.
B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant
manufacturer; compatible with joint forming materials.
C. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell
PVC; oversized 30 to 50 percent larger than joint width.
D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to
suit application.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.
B. Verify that joint backing and release tapes are compatible with sealant.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean and prime joints in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM
C1193.
D. Protect elements surrounding the work of this section from damage or
disfigurement.
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JOINT SEALERS
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for
preparation of surfaces and material installation instructions.
B. Perform installation in accordance with ASTM C1193.
C. Perform acoustical sealant application work in accordance with ASTM C919.
D. Measure joint dimensions and size joint backers to achieve width-to-depth ratio,
neck dimension, and surface bond area as recommended by manufacturer,
except where specific dimensions are indicated.
E.
Install bond breaker where joint backing is not used.
F.
Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
G. Apply sealant within recommended application temperature ranges. Consult
manufacturer when sealant cannot be applied within these temperature ranges.
H. Tool joints concave.
3.04 CLEANING
A. Clean adjacent soiled surfaces.
3.05 PROTECTION
A. Protect sealants until cured.
END OF SECTION
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JOINT SEALERS
SECTION 08 1113
HOLLOW METAL DOORS AND FRAMES
PART 1 GENERAL
1.01
RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
1.02
SUMMARY
A. This Section includes commercial door hardware for the following:
B.
1.
Standard and custom hollow metal doors and frames.
2.
Steel sidelight, borrowed lite and transom frames.
3.
Factory finishing hollow metal doors and frames and factory machining for
hardware.
4.
Louvers installed in hollow metal doors
5.
Light frames and glazing installed in hollow metal doors.
Related Sections:
1.
Division 01 Section "Sustainable Design Requirements" for additional LEED
documentation and requirements.
2.
Division 04 Section "Unit Masonry" for embedding anchors for hollow metal
work into masonry construction.
3.
Division 08 Sections “Flush Wood Doors", "Clad Wood Doors”, and "Stile and
Rail Wood Doors" for wood doors in hollow metal frames.
4.
Division 08 Section "Glazing" for glass view panels in hollow metal doors.
5.
Division 08 Sections "Door Hardware" and "Access Control Hardware" for
door hardware for hollow metal doors and frames.
6.
Division 09 Sections "Exterior Painting" and "Interior Painting" for field
painting hollow metal doors and frames.
7.
Division 26 "Electrical" Sections for electrical connections including conduit
and wiring for door controls and operators installed on frames with factory
installed electrical knock out boxes.
8.
Division 28 Section "Access Control" for access control devices installed at
door openings and provided as part of a security access control system.
A. Codes and References: Comply with the version year adopted by the Authority
Having Jurisdiction.
1.
ANSI/SDI A250.8 - Recommended Specifications for Standard Steel Doors and
Frames.
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HOLLOW METAL DOORS AND FRAMES
2.
ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical
Endurance for Steel Doors, Frames, Frames Anchors and Hardware Reinforcing.
3.
ANSI/SDI A250.6 - Recommended Practice for Hardware Reinforcing on
Standard Steel Doors and Frames.
4.
ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted
Steel Surfaces for Steel Doors and Frames.
5.
ANSI/SDI A250.11 - Recommended Erection Instructions for Steel Frames.
6.
ANSI/SDI A250.13 - Testing and Rating of Sever Windstorm Resistant
Components for Swing Door Assemblies.
7.
ASTM A1008 - Standard Specification for Steel Sheet, Cold-Rolled, Carbon,
Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved
Formability.
8.
ASTM A653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)
or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
9.
ASTM A924 - Standard Specification for General Requirements for Steel Sheet,
Metallic-Coated by the Hot-Dip Process.
10. ASTM C 1363 - Standard Test Method for Thermal Performance of Building
Assemblies by Means of a Hot Box Apparatus.
11. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne
Sound Transmission Loss of Building Partitions and Elements.
12. ASTM E283 - Standard Test Method for Determining Rate of Air Leakage
Through Exterior Doors Under Specified Pressure Differences Across the
Specimens.
13. ASTM E330 - Standard Test Method for Structural Performance of Exterior
Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.
14. ASTM E 413 - Classification for Rating Sound Insulation.
15. ASTM E1332 - Standard Classification for Determination of Outdoor-Indoor
Transmission Class.
16. ASTM E1886 - Test Method for Performance of Exterior Windows, Curtin Walls,
Doors and Shutters Impacted by Missiles and Exposed to Cyclic Pressure
Differentials.
17. ASTM E1996 - Standard Specification for Performance of Exterior Windows,
Curtain Walls, Doors and Storm Shutters Impacted by Windborne Debris in
Hurricanes.
18. ANSI/NAMM/HMMA 867-06 - Guide Specifications for Commercial Laminated
Core Hollow Metal Doors and Frames.
19. ANSI/BHMA A156.15 - Hardware Preparation in Steel Doors and Frames.
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HOLLOW METAL DOORS AND FRAMES
20. ANSI/SDI 122 - Installation and Troubleshooting Guide for Standard Steel Doors
and Frames.
21. ANSI/NFPA 80 - Standard for Fire Doors and Fire Windows; National Fire
Protection Association.
22. ANSI/NFPA 105: Standard for the Installation of Smoke Door Assemblies.
23. FEMA 361 2008 – Design and Construction Guidance for Community Safe
Rooms
24. ICC 500 - ICC/NSSA Standard for the Design and Construction of Storm Shelters.
25. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; National Fire
Protection Association.
26. TAS-201-94 - Impact Test Procedures.
27. TAS-202-94 - Criteria for Testing Impact and Non-Impact Resistant Building
Envelope Components using Uniform Static Air Pressure.
28. TAS-203-94 - Criteria for Testing Products Subject to Cyclic Wind Pressure
Loading.
29. UFC 4-010-0 - Department of Defense Minimum Antiterrorism Standards for
Building, October 2003, including Change 1, January 2007.
30. UL 10C - Positive Pressure Fire Tests of Door Assemblies; UL 10B - Fire Test of
Door Assemblies; UL 1784 - Standard for Air Leakage Tests of Door Assemblies.
1.03
SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details,
material descriptions, core descriptions, hardware reinforcements, profiles,
anchors, fire-resistance rating, and finishes.
B.
Door hardware supplier is to furnish templates, template reference number
and/or physical hardware to the steel door and frame supplier in order to prepare
the doors and frames to receive the finish hardware items.
C.
Shop Drawings: Include the following:
1.
Elevations of each door design.
2.
Details of doors, including vertical and horizontal edge details and metal
thicknesses.
3.
Frame details for each frame type, including dimensioned profiles and metal
thicknesses.
4.
Locations of reinforcement and preparations for hardware.
5.
Details of anchorages, joints, field splices, and connections.
6.
Details of accessories.
7.
Details of moldings, removable stops, and glazing.
8.
Details of conduit and preparations for power, signal, and control systems.
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HOLLOW METAL DOORS AND FRAMES
A. Samples for Verification:
1.
1.04
Samples are only required by request of the architect and for manufacturers
that are not current members of the Steel Door Institute.
QUALITY ASSURANCE
A. Source Limitations: Obtain hollow metal doors and frames through one source
from a single manufacturer wherever possible.
B.
Quality Standard: In addition to requirements specified, comply with ANSI/SDI
A250.8, latest edition, "Recommended Specifications for Standard Steel Doors and
Frames".
C.
Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed
and labeled by a qualified testing agency, for fire-protection ratings indicated,
based on testing at positive pressure according to NFPA 252 (neutral pressure at
40” above sill) or UL 10C.
1.
Oversize Fire-Rated Door Assemblies Construction: For units exceeding sizes
of tested assemblies, attach construction label certifying doors are built to
standard construction requirements for tested and labeled fire rated door
assemblies except for size.
2.
Temperature-Rise Limit: Where indicated and at vertical exit enclosures
(stairwell openings) and exit passageways, provide doors that have a
maximum transmitted temperature end point of not more than 450 deg F
(250 deg C) above ambient after 30 minutes of standard fire-test exposure.
3.
Smoke Control Door Assemblies: Comply with NFPA 105.
a.
Smoke "S" Label: Doors to bear “S” label, and include smoke and draft
control gasketing applied to frame and on meeting stiles of pair doors.
D. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies complying with NFPA
80 that are listed and labeled, by a testing and inspecting agency acceptable to
authorities having jurisdiction, for fire-protection ratings indicated, based on
testing according to NFPA 257. Provide labeled glazing material.
E.
Energy Efficient Exterior Openings: Comply with minimum thermal ratings, based
on ASTM C1363. Openings to be fabricated and tested as fully operable, thermal
insulating door and frame assemblies.
1.
Thermal Performance (Exterior Openings): Independent testing laboratory
certification for exterior door assemblies being tested in accordance with
ASTM C1363 and meet or exceed the following requirements:
a.
2.
Door Assembly Operable U-Factor and R-Value Ratings: U-Factor 0.29, RValue 3.4, including insulated door, thermal-break frame and threshold.
Air Infiltration (Exterior Openings): Independent testing laboratory
certification for exterior door assemblies being tested in accordance with
ASTM E283 to meet or exceed the following requirements:
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HOLLOW METAL DOORS AND FRAMES
a.
F.
1.05
Rate of leakage of the door assembly shall not exceed 0.25 cfm per
square foot of static differential air pressure of 1.567 psf (equivalent to
25 mph wind velocity).
Pre-Submittal Conference: Conduct conference in compliance with requirements
in Division 01 Section "Project Meetings" with attendance by representatives of
Supplier, Installer, and Contractor to review proper methods and procedures for
installing hollow metal doors and frames and to verify installation of electrical
knockout boxes and conduit at frames with electrified or access control hardware.
DELIVERY, STORAGE, AND HANDLING
A. Deliver hollow metal work palletized, wrapped, or crated to provide protection
during transit and Project site storage. Do not use non-vented plastic.
B.
Deliver welded frames with two removable spreader bars across bottom of
frames, tack welded to jambs and mullions.
C.
Store hollow metal work under cover at Project site. Place in stacks of five units
maximum in a vertical position with heads up, spaced by blocking, on minimum 4inch high wood blocking. Do not store in a manner that traps excess humidity.
D. Provide minimum 1/4-inch space between each stacked door to permit air
circulation. Door and frames to be stacked in a vertical upright position.
1.06
PROJECT CONDITIONS
A. Field Measurements: Verify actual dimensions of openings by field measurements
before fabrication.
1.07
COORDINATION
A. Coordinate installation of anchorages for hollow metal frames. Furnish setting
drawings, templates, and directions for installing anchorages, including sleeves,
concrete inserts, anchor bolts, and items with integral anchors. Deliver such items
to Project site in time for installation.
1.08
WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to
repair or replace doors that fail in materials or workmanship within specified
warranty period.
A. Warranty includes installation and finishing that may be required due to repair or
replacement of defective doors.
PART 2 PRODUCTS
2.01
MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by
one of the following:
1.
CECO Door Products.
2.
Curries Company.
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08 1113 - 5
HOLLOW METAL DOORS AND FRAMES
3.
2.02
Steelcraft.
MATERIALS
A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B;
suitable for exposed applications.
B.
Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B;
with minimum G60 (Z180) or A60 (ZF180) metallic coating.
C.
Frame Anchors: ASTM A 653/A 653M, Commercial Steel (CS), Commercial Steel
(CS), Type B; with minimum G60 (Z180) or A60 (ZF180) metallic coating.
2.03
STANDARD HOLLOW METAL DOORS
A. General: Provide 1-3/4 inch doors of design indicated, not less than thickness
indicated; fabricated with smooth surfaces, without visible joints or seams on
exposed faces unless otherwise indicated. Comply with ANSI/SDI A250.8.
B.
Exterior Doors: Face sheets fabricated of commercial quality hot-dipped zinc
coated steel that complies with ASTM A 653/A 653M, Coating Designation A60.
Provide doors complying with requirements indicated below by referencing
ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical
performance level:
1.
Design: Flush panel.
2.
Core Construction: Manufacturer's standard kraft-paper honeycomb,
polystyrene, polyurethane, mineral core, or vertical steel-stiffener core.
a.
Polystyrene and Polyurethane (Insulated) Doors: Where indicated,
provide doors fabricated as thermal-rated assemblies with a minimum Rvalue 11 or better.
b.
Standard Vertical Steel-Stiffener Core: Minimum 22 gauge steel-stiffeners
at 6 inches on-center construction attached by spot welds spaced not
more than 5" on centers. Spaces between stiffeners filled with fiberglass
insulation (minimum density 0.8#/cubic ft.).
c.
Fire Door Core: As required to provide fire-protection and temperaturerise ratings indicated.
3.
Level/Model: Level 3 and Physical Performance Level A (Extra Heavy Duty),
Minimum 16 gauge (0.053-inch - 1.3-mm) thick steel, Model 2.
4.
Level/Model: Level 2 and Physical Performance Level B (Heavy Duty),
Minimum 18 gauge (0.042-inch - 1.0-mm) thick steel, Model 2.
5.
Vertical Edges: Vertical edges to have the face sheets joined by a continuous
weld extending the full height of the door. Welds are to be ground, filled and
dressed smooth. Beveled Lock Edge, 1/8 inch in 2 inches (3 mm in 50 mm).
6.
Top and Bottom Edges: Reinforce tops and bottoms of doors with a
continuous steel channel not less than 16 gauge, extending the full width of
the door and welded to the face sheet. Doors with an inverted top channel to
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HOLLOW METAL DOORS AND FRAMES
include a steel closure channel, screw attached, with the web of the channel
flush with the face sheets of the door. Plastic or composite channel fillers are
not acceptable.
C.
7.
Hinge Reinforcement: Minimum 7 gauge (3/16") plate 1-1/4" x 9" or minimum
14 gauge continuous channel with pierced holes, drilled and tapped.
8.
Hardware Reinforcements: Fabricate according to ANSI/SDI A250.6 with
reinforcing plates from same material as door face sheets.
Interior Doors: Face sheets fabricated of commercial quality cold rolled steel that
complies with ASTM A 1008/A 1008M. Provide doors complying with
requirements indicated below by referencing ANSI/SDI A250.8 for level and model
and ANSI/SDI A250.4 for physical performance level:
1.
Design: Flush panel.
2.
Core Construction: Manufacturer's standard kraft-paper honeycomb, or onepiece polystyrene core, securely bonded to both faces.
a.
Fire Door Core: As required to provide fire-protection and temperaturerise ratings indicated.
3.
Level/Model: Level 2 and Physical Performance Level B (Heavy Duty),
Minimum 18 gauge (0.042-inch - 1.0-mm) thick steel, Model 2.
4.
Level/Model: Level 3 and Physical Performance Level A (Extra Heavy Duty),
minimum 16 gauge (0.053-inch - 1.3-mm) thick steel, Model 2.
5.
Vertical Edges: Vertical edges to have the face sheets joined by a continuous
weld extending the full height of the door. Welds are to be ground, filled and
dressed smooth. Beveled Lock Edge, 1/8 inch in 2 inches (3 mm in 50 mm).
6.
Top and Bottom Edges: Reinforce tops and bottoms of doors with a
continuous steel channel not less than 16 gauge, extending the full width of
the door and welded to the face sheet. Doors with an inverted top channel to
include a steel closure channel, screw attached, with the web of the channel
flush with the face sheets of the door. Plastic or composite channel fillers are
not acceptable.
7.
Hinge Reinforcement: Minimum 7 gauge (3/16") plate 1-1/4" x 9" or minimum
14 gauge continuous channel with pierced holes, drilled and tapped.
8.
Hardware Reinforcements: Fabricate according to ANSI/SDI A250.6 with
reinforcing plates from same material as door face sheets.
D. Manufacturers Basis of Design:
2.04
1.
CECO Door Products (C): Legion Series.
2.
2. CECO Door Products (C) - Steel-Stiffened: Medallion Series.
SPECIAL FUNCTION HOLLOW METAL DOORS
A. Stile and Rail Hollow Metal Doors: Subject to the same compliance standards and
requirements as standard hollow metal doors, provide insulated tubular stile and
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HOLLOW METAL DOORS AND FRAMES
rail constructed, 1-3/4" thick doors fabricated from minimum 16 gauge steel with
flush tubular steel tops. Stiles to extend the full height of the door and rails
internally welded or permanently mechanically joined to the stiles forming a neat
seam on the face.
B.
Manufacturer Basis of Design:
1.
2.05
CECO Door Products (C) - ThruLite Series.
STANDARD HOLLOW METAL FRAMES
A. General: Comply with ANSI/SDI A250.8 and with details indicated for type and
profile.
B.
C.
Interior Frames: Fabricated from cold-rolled steel sheet that complies with ASTM
A 1008/A 1008M.
1.
Fabricate frames with mitered or coped corners.
2.
Fabricate frames, with the exception of slip-on drywall types, with "closed
and tight" miter seams continuously welded on face, finished smooth with no
visible seam unless otherwise indicated.
3.
Frames for Level 2 Steel Doors: Minimum 16 gauge (0.053-inch -1.3-mm) thick
steel sheet.
4.
Frames for Level 3 Steel Doors (up to 48 inches in width): Minimum 16 gauge
(0.053-inch -1.3-mm) thick steel sheet.]
5.
Frames for Level 3 Steel Doors (48 inches and up in width): Minimum 14
gauge (0.067-inch -1.7-mm) thick steel sheet.]
6.
Frames for Wood Doors: Minimum 16 gauge (0.053-inch-1.3-mm-) thick steel
sheet.
7.
Frames for Borrowed Lights: Minimum 16 gauge (0.053-inch-1.3-mm-) thick
steel sheet.
Manufacturers Basis of Design:
1.
CECO Door Products (C) - BQ/DQ Series (Drywall).
2.
CECO Door Products (C) - SQ Series (Masonry).
3.
CECO Door Products (C) - SR Series (Masonry).
4.
CECO Door Products (C) - SU Series (Masonry).
5.
Curries Company (CU) - G Series (Masonry).
D. Fire rated frames: Fabricate frames in accordance with NFPA 80, listed and labeled
by a qualified testing agency, for fire-protection ratings indicated.
1.
Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 Table 4
with reinforcement plates from same material as frames.
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HOLLOW METAL DOORS AND FRAMES
2.06
ENERGY EFFICIENCY HOLLOW METAL FRAMES
A. Thermal Break Frames: Subject to the same compliance standards and
requirements as standard hollow metal frames, provide where indicated thermally
broken frame profiles available for use in both masonry and drywall construction.
Fabricate from minimum 16 gauge galvannealed steel, with positive 3/8" vinyl
thermal break and integral vinyl weatherstripping. Thermal break frames available
as knock down types only.
B.
Manufacturers Basis of Design:
1.
2.07
CECO Door Products - Thermal Break SQT and SRT Series.
FRAME ANCHORS
A. Jamb Anchors:
2.08
1.
Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame
size, formed from A60 metallic coated material, not less than 0.042 inch thick,
with corrugated or perforated straps not less than 2 inches wide by 10 inches
long; or wire anchors not less than 0.177 inch thick.
2.
Stud Wall Type: Designed to engauge stud and not less than 0.042 inch thick.
3.
Compression Type for Drywall Slip-on (Knock-Down) Frames: Adjustable
compression anchors.
4.
Windstorm Opening Anchors: Types as tested and required for indicated wall
types to meet specified wind load design criteria.
5.
FEMA 361 Storm Shelter Anchors: Masonry T-shaped, wire masonry type, or
existing opening type anchors.
B.
Floor Anchors: Floor anchors to be provided at each jamb, formed from A60
metallic coated material, not less than 0.042 inches thick.
C.
Mortar Guards: Formed from same material as frames, not less than 0.016 inches
thick.
HOLLOW METAL PANELS
A. Provide hollow metal panels of same materials, construction, and finish as
specified for adjoining hollow metal work.
2.09
LOUVERS
A. Metal Louvers: Door manufacturer's standard metal louvers unless otherwise
indicated.
1.
Blade Type: Vision proof inverted V or inverted Y.
2.
Metal and Finish: Galvanized steel, 0.040 inch thick, factory primed for paint
finish with baked enamel or powder coated finish. Match pre-finished door
paint color where applicable.
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B.
Louvers for Fire Rated Doors: Metal louvers with fusible link and closing device,
listed and labeled for use in doors with fire protection rating of 1-1/2 hours and
less.
C.
Manufacturers: Subject to compliance with requirements, provide door
manufacturers standard louver to meet rating indicated.
D. Metal and Finish: Galvanized steel, 0.040 inch thick, factory primed for paint finish
with baked enamel or powder coated finish. Match pre-finished door paint color
where applicable.
2.10
LIGHT OPENINGS AND GLAZING
A. Stops and Moldings: Provide stops and moldings around glazed lites where
indicated. Form corners of stops and moldings with butted or mitered hairline
joints at fabricators shop. Fixed and removable stops to allow multiple glazed lites
each to be removed independently. Coordinate frame rabbet widths between
fixed and removable stops with the type of glazing and installation indicated.
B.
Moldings for Glazed Lites in Doors and Loose Stops for Glazed Lites in Frames:
Minimum 20 gauge thick, fabricated from same material as door face sheet in
which they are installed.
C.
Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of
5/8 inch (16 mm) high unless otherwise indicated. Provide fixed frame moldings
and stops on outside of exterior and on secure side of interior doors and frames.
D. Preformed Metal Frames for Light Openings: Manufacturer's standard frame
formed of 0.048-inch-thick, cold rolled steel sheet; with baked enamel or powder
coated finish; and approved for use in doors of fire protection rating indicated.
Match pre-finished door paint color where applicable.
E.
Glazing: Comply with requirements in Division 08 Section "Glazing" and with the
hollow metal door manufacturer's written instructions.
1.
2.11
ACCESSORIES
A. Mullions and Transom Bars: Join to adjacent members by welding or rigid
mechanical anchors.
B.
2.12
Factory Glazing: Factory install glazing in doors as indicated. Doors with
factory installed glass to include all of the required glazing material.
Grout Guards: Formed from same material as frames, not less than 0.016 inches
thick.
FABRICATION
A. Fabricate hollow metal work to be rigid and free of defects, warp, or buckle.
Accurately form metal to required sizes and profiles, with minimum radius for
thickness of metal. Where practical, fit and assemble units in manufacturer's
plant. When shipping limitations so dictate, frames for large openings are to be
fabricated in sections for splicing or splining in the field by others.
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HOLLOW METAL DOORS AND FRAMES
B.
Tolerances: Fabricate hollow metal work to tolerances indicated in ANSI/SDI
A250.8.
C.
Hollow Metal Doors:
1.
Exterior Doors: Provide optional weep-hole openings in bottom of exterior
doors to permit moisture to escape where specified.
2.
Glazed Lites: Factory cut openings in doors with applied trim or kits to fit.
Factory install glazing where indicted.
3.
Louvers: Factory cut openings in door and install louvers into prepared
openings where indicated.
4.
Astragals: Provide overlapping astragals as noted in door hardware sets in
Division 08 Section "Door Hardware" on one leaf of pairs of doors where
required by NFPA 80 for fire performance rating or where indicated. Extend
minimum 3/4 inch beyond edge of door on which astragal is mounted.
5.
Continuous Hinge Reinforcement: Provide welded continuous 12 gauge strap
for continuous hinges specified in hardware sets in Division 08 Section "Door
Hardware".
6.
Electrical Raceways: Provide hollow metal doors to receive electrified
hardware with concealed wiring harness and standardized Molex™ plug
connectors on both ends to accommodate up to twelve wires. Coordinate
connectors on end of the wiring harness to plug directly into the electrified
hardware and the through-wire transfer hardware or wiring harness specified
in hardware sets in Division 08 Sections "Door Hardware" and "Access Control
Hardware". Wire nut connections are not acceptable.
D. Hollow Metal Frames:
1.
Shipping Limitations: Where frames are fabricated in sections due to shipping
or handling limitations, provide alignment plates or angles at each joint,
fabricated of same thickness metal as frames.
2.
Welded Frames: Weld flush face joints continuously; grind, fill, dress, and
make smooth, flush, and invisible.
a.
Welded frames are to be provided with two steel spreaders temporarily
attached to the bottom of both jambs to serve as a brace during shipping
and handling. Spreader bars are for bracing only and are not to be used
to size the frame opening.
3.
Sidelight and Transom Bar Frames: Provide closed tubular members with no
visible face seams or joints, fabricated from same material as door frame.
Fasten members at crossings and to jambs by butt welding.
4.
Equal Rabbet Frames: Provide frames with equal rabbet dimensions unless
glazing and removable stops require wider dimensions on glass side of frame.
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HOLLOW METAL DOORS AND FRAMES
5.
High Frequency Hinge Reinforcement: Provide high frequency hinge
reinforcements at door openings 48-inches and wider with mortise butt type
hinges at top hinge locations.
6.
Continuous Hinge Reinforcement: Provide welded continuous 12 gauge straps
for continuous hinges specified in hardware sets in Division 08 Section "Door
Hardware".
7.
Provide countersunk, flat- or oval-head exposed screws and bolts for exposed
fasteners unless otherwise indicated for removable stops, provide security
screws at exterior locations.
8.
Mortar Guards: Provide guard boxes at back of hardware mortises in frames
at all hinges and strike preps regardless of grouting requirements.
9.
Electrical Thru-Wiring: Provide hollow metal frames receiving electrified
hardware with loose wiring harness (not attached to open throat components
or installed in closed mullion tubes) and standardized Molex™ plug
connectors on one end to accommodate up to twelve wires. Coordinate
connectors on end of the wiring harness to plug directly into the electric
through-wire transfer hardware or wiring harness specified in hardware sets
in Division 08 Sections "Door Hardware" and "Access Control Hardware".
10. Electrical Knock Out Boxes: Factory weld 18 gauge electrical knock out boxes
to frame for electrical hardware preps; including but not limited to, electric
through wire transfer hardware, electrical raceways and wiring harnesses,
door position switches, electric strikes, magnetic locks, and jamb mounted
card readers as specified in hardware sets in Division 08 Sections "Door
Hardware" and "Access Control Hardware".
a.
Provide electrical knock out boxes with a dual 1/2-inch and 3/4-inch
knockouts.
b.
Conduit to be coordinated and installed in the field (Division 26) from
middle hinge box and strike box to door position box.
c.
Electrical knock out boxes to comply with NFPA requirements and fit
electrical door hardware as specified in hardware sets in Division 08
Section "Door Hardware".
d.
Electrical knock out boxes for continuous hinges should be located in the
center of the vertical dimension on the hinge jamb.
11. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least
four spot welds per anchor.
12. Jamb Anchors: Provide number and spacing of anchors as follows:
a.
Masonry Type: Locate anchors not more than 18 inches from top and
bottom of frame. Space anchors not more than 32 inches o.c. and as
follows:
1) Two anchors per jamb up to 60 inches high.
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HOLLOW METAL DOORS AND FRAMES
2) Three anchors per jamb from 60 to 90 inches high.
3) Four anchors per jamb from 90 to 120 inches high.
4) Four anchors per jamb plus 1 additional anchor per jamb for each 24
inches or fraction thereof above 120 inches high.
b.
Stud Wall Type: Locate anchors not more than 18 inches from top and
bottom of frame. Space anchors not more than 32 inches o.c. and as
follows:
1) Three anchors per jamb up to 60 inches high.
2) Four anchors per jamb from 60 to 90 inches high.
3) Five anchors per jamb from 90 to 96 inches high.
4) Five anchors per jamb plus 1 additional anchor per jamb for each 24
inches or fraction thereof above 96 inches high.
5) Two anchors per head for frames above 42 inches wide and mounted
in metal stud partitions.
c.
Severe Storm Shelter Openings: Provide jamb, head, and sill anchors in
accordance with manufacturer’s tested and approved assemblies.
13. Door Silencers: Except on weatherstripped or gasketed doors, drill stops to
receive door silencers. Silencers to be supplied by frame manufacturer
regardless if specified in Division 08 Section "Door Hardware".
14. Bituminous Coating: Where frames are fully grouted with an approved
Portland Cement based grout or mortar, coat inside of frame throat with a
water based bituminous or asphaltic emulsion coating to a minimum
thickness of 3 mils DFT, tested in accordance with UL 10C and applied to the
frame under a 3rd party independent follow-up service procedure.
15. Hardware Preparation: Factory prepare hollow metal work to receive
template mortised hardware; include cutouts, reinforcement, mortising,
drilling, and tapping according to the Door Hardware Schedule and templates
furnished as specified in Division 08 Section "Door Hardware."
1) Locate hardware as indicated, or if not indicated, according to
ANSI/SDI A250.8.
2) Reinforce doors and frames to receive non-template, mortised and
surface mounted door hardware.
3) Comply with applicable requirements in ANSI/SDI A250.6 and
ANSI/DHI A115 Series specifications for preparation of hollow metal
work for hardware.
4) Coordinate locations of conduit and wiring boxes for electrical
connections with Division 26 Sections.
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HOLLOW METAL DOORS AND FRAMES
2.13
STEEL FINISHES
A. Prime Finishes: Doors and frames to be cleaned, and chemically treated to insure
maximum finish paint adhesion. Surfaces of the door and frame exposed to view
to receive a factory applied coat of rust inhibiting shop primer.
1.
B.
Shop Primer: Manufacturer's standard, fast-curing, lead and chromate free
primer complying with ANSI/SDI A250.10 acceptance criteria; recommended
by primer manufacturer for substrate; and compatible with substrate and
field-applied coatings.
Factory Pre-Finishes: Factory apply electrostatic paint finish to doors and frames in
accordance with ANSI A250.3 test procedure acceptance criteria for steel doors
and frames with factory applied finished coatings.
PART 3 EXECUTION
3.01
EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance
with requirements for installation tolerances and other conditions affecting
performance of the Work.
B.
General Contractor to verify the accuracy of dimensions given to the steel door
and frame manufacturer for existing openings or existing frames (strike height,
hinge spacing, hinge back set, etc.).
C.
Proceed with installation only after unsatisfactory conditions have been corrected.
3.02
PREPARATION
A. Remove welded in shipping spreaders installed at factory. Restore exposed finish
by grinding, filling, and dressing, as required to make repaired area smooth, flush,
and invisible on exposed faces.
B.
Prior to installation, adjust and securely brace welded hollow metal frames for
squareness, alignment, twist, and plumbness.
C.
Tolerances shall comply with SDI-117 "Manufacturing Tolerances Standard Steel
Doors and Frames."
D. Drill and tap doors and frames to receive non-template, mortised, and surfacemounted door hardware.
3.03
INSTALLATION
A. General: Install hollow metal work plumb, rigid, properly aligned, and securely
fastened in place; comply with Drawings and manufacturer's written instructions.
B.
Hollow Metal Frames: Install hollow metal frames of size and profile indicated.
Comply with ANSI/SDI A250.11 and NFPA 80 at fire rated openings.
1.
Set frames accurately in position, plumbed, aligned, and braced securely until
permanent anchors are set. After wall construction is complete and frames
properly set and secured, remove temporary braces, leaving surfaces smooth
and undamaged. Shim as necessary to comply with installation tolerances.
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HOLLOW METAL DOORS AND FRAMES
C.
2.
Floor Anchors: Provide floor anchors for each jamb and mullion that extends
to floor, and secure with post-installed expansion anchors.
3.
Masonry Walls: Coordinate installation of frames to allow for solidly filling
space between frames and masonry with mortar.
4.
Grout Requirements: Do not grout head of frames unless reinforcing has been
installed in head of frame. Do not grout vertical or horizontal closed mullion
members.
Hollow Metal Doors: Fit hollow metal doors accurately in frames, within
clearances specified below. Shim as necessary.
1.
2.
Non-Fire-Rated Standard Steel Doors:
a.
Jambs and Head: 1/8 inch plus or minus 1/16 inch.
b.
Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch.
c.
Between Bottom of Door and Top of Threshold: Maximum 3/8 inch.
d.
Between Bottom of Door and Top of Finish Floor (No Threshold):
Maximum 3/4 inch.
Fire-Rated Doors: Install doors with clearances according to NFPA 80.
D. Field Glazing: Comply with installation requirements in Division 08 Section
"Glazing" and with hollow metal manufacturer's written instructions.
3.04
ADJUSTING AND CLEANING
A. Final Adjustments: Check and readjust operating hardware items immediately
before final inspection. Leave work in complete and proper operating condition.
Remove and replace defective work, including hollow metal work that is warped,
bowed, or otherwise unacceptable.
B.
Remove grout and other bonding material from hollow metal work immediately
after installation.
C.
Prime-Coat and Painted Finish Touchup: Immediately after erection, sand smooth
rusted or damaged areas of prime coat, or painted finishes, and apply touchup of
compatible air drying, rust-inhibitive primer, zinc rich primer (exterior and
galvanized openings) or finish paint.
END OF SECTION
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HOLLOW METAL DOORS AND FRAMES
SECTION 08 3100
ACCESS DOORS AND PANELS
PART 1 GENERAL
2.01 SECTION INCLUDES
A. Wall access door and frame units.
B. Ceiling access door and frame units.
2.02 RELATED REQUIREMENTS
A. Section 09 9000 - Painting and Coating: Field paint finish.
2.03 REFERENCE STANDARDS
A. ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc..
B. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc..
2.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide sizes, types, finishes, hardware, scheduled locations, and
details of adjoining work.
C. Shop Drawings: Indicate exact position of all access door units.
2.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire rated access doors.
1. Provide access doors of fire rating equivalent to the fire rated assembly in
which they are to be installed.
B. Provide products listed and labeled by UL or ITS (Warnock Hersey) as suitable for
the purpose specified and indicated.
2.06 PROJECT CONDITIONS
A. Coordinate the work with other work requiring access doors.
PART 2 PRODUCTS
3.01 ACCESS DOOR AND PANEL APPLICATIONS
A. Walls, Unless Otherwise Indicated:
1. Size: 12 x 12 inches, unless otherwise indicated.
B. Walls in Wet Areas:
1. Size: 12 x 12 inches, unless otherwise indicated.
C. Fire Rated Walls: See drawings for wall fire ratings.
1. Size: 12 x 12 inches, unless otherwise indicated.
D. Ceilings, Unless Otherwise Indicated:
1. Material: Glass-reinforced Gypsum.
2. Size in Lay-in Grid Ceilings: To match grid module.
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ACCESS DOORS AND PANELS
3.
Size in Other Ceilings: 18 x 18 inches, unless otherwise indicated.
3.02 MANUFACTURERS
A. Access Doors:
1. Chicago Metallic; Product GRG Drywall Access Door and Frame:
www.chicagometallic.com.
2. Acudor Products Inc: www.acudor.com.
3. Karp Associates, Inc: www.karpinc.com.
4. Milcor by Commercial Products Group of Hart & Cooley, Inc:
www.milcorinc.com.
5. Substitutions: See Section 01 6000 - Product Requirements.
3.03 ACCESS DOORS AND PANELS
A. All Units: Factory fabricated, fully assembled units with corner joints welded,
filled, and ground flush; square and without rack or warp; coordinate
requirements with assemblies units are to be installed in.
3.04 FABRICATION
A. Weld, fill, and grind joints to ensure flush and square unit.
PART 3 EXECUTION
4.01 EXAMINATION
A. Verify that rough openings are correctly sized and located.
4.02 INSTALLATION
A. Install units in accordance with manufacturer's instructions.
B. Install frames plumb and level in openings. Secure rigidly in place.
C. Position units to provide convenient access to the concealed work requiring
access.
END OF SECTION
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ACCESS DOORS AND PANELS
SECTION 08 3223
SLIDING/FOLDING GLAZED DOORS/WALLS
PART 1 GENERAL
2.01 SECTION INCLUDES
A. Factory fabricated sliding/folding glazed door/wall with frame, sill, and operating
hardware.
2.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Rough opening framing.
B. Section 07 9005 - Joint Sealers: Perimeter sealant and backup materials.
C. Section 08 7100 - Door Hardware: Cylinder locks.
2.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate opening dimensions, elevations of different types, and
framed opening tolerances.
2.04 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in installation of products of the
type specified, with not fewer than three years of experience.
2.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to project site and store in manufacturer's protective cartons
until openings are ready for installation.
B. Protect finished surfaces with wrapping paper or strippable coating during
installation. Do not use adhesive papers or sprayed coatings that bond to
substrate when exposed to sunlight or weather.
2.06 FIELD CONDITIONS
A. Do not install sealants when ambient temperature is less than 40 degrees F.
B. Maintain this minimum temperature during and 24 hours after installation of
sealants.
2.07 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS
3.01 MANUFACTURERS
A. Sliding/Folding Glazed Doors/Walls:
1. Kawneer; 1040 Sliding Mall Front: www.kawneer.com.
2. Substitutions: Not permitted.
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DOORS/WALLS
08 3223 - 1
SLIDING/FOLDING GLAZED
3.02 SLIDING/FOLDING GLAZED DOORS/WALLS
A. Aluminum Sliding/Folding Glazed Doors/Walls: Extruded aluminum unit frame
and operable panel frames, factory fabricated, factory or field glazed; complete
with sill/threshold, flashings, and anchorage devices.
1. Configuration: As shown on the drawings.
2. Support: Overhead supported.
3. Panel Thickness: 1-3/4 inch, minimum.
4. Aluminum Members: Factory finished; bracketed corner construction.
5. Glass Stops: Same material and color as frame, sloped for wash.
6. Finish: Color anodized.
7. Color: White.
3.03 COMPONENTS
A. Glazing: Single glazed, clear, uncoated, fully tempered, with glass thicknesses as
recommended by manufacturer for specified wind conditions.
B. Sliding/Folding Hardware: Provide manufacturer's standard hardware including
carriages with sealed ball bearing rollers, top and bottom tracks, and sill.
C. Hinges: Stainless steel barrel hinges.
D. Locking Mechanisms: Minimum 2-point deadbolt locking of each panel;
manufacturer's standard type.
E.
Anchors: Hot-dipped galvanized or stainless steel.
F.
Sealant and Backing Materials: As specified in Section 07 9005.
PART 3 EXECUTION
4.01 EXAMINATION
A. Verify that openings are ready to receive work and opening dimensions and
clearances are as indicated on shop drawings.
B. Verify that overhead structural supports are adequate and deflection is within
manufacturer's requirements.
4.02 PREPARATION
A. Prepare opening to permit correct installation of door unit in conjunction with air
and vapor seal.
4.03 INSTALLATION
A. Install door/wall unit assembly in accordance with manufacturer's instructions.
B. Attach frame and shims to perimeter opening to accommodate construction
tolerances and other irregularities.
C. Use anchorage devices to securely fasten assembly to adjacent construction
without distortion or imposed stresses.
D. Install perimeter sealant in accordance with requirements of Section 07 9005.
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DOORS/WALLS
08 3223 - 2
SLIDING/FOLDING GLAZED
4.04 TOLERANCES
A. Maintain dimensional tolerances and alignment with adjacent work.
B. Maximum Variation from Plumb: 1/16 inch.
C. Maximum Variation from Level: 1/16 inch.
D. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch from 10 foot straight
edge.
4.05 ADJUSTING
A. Adjust hardware for smooth operation.
4.06 CLEANING
A. Remove protective material from factory finished surfaces.
B. Remove labels and visible markings.
C. Wash surfaces by method recommended and acceptable to sealant and window
manufacturer; rinse and wipe surfaces clean.
D. Remove excess sealant by moderate use of mineral spirits or other solvent
acceptable to sealant manufacturer.
4.07 PROTECTION
A. Protect installed products from damage during subsequent construction
activities.
END OF SECTION
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DOORS/WALLS
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SLIDING/FOLDING GLAZED
SECTION 08 7100
DOOR HARDWARE
PART 1 GENERAL
1.01
RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
1.02
SUMMARY
A. This Section includes commercial door hardware for the following:
B.
1.
Swinging doors.
2.
Sliding Doors
3.
Other doors to the extent indicated.
Related Sections:
1.
Section 06 10 00 – Rough Carpentry.
2.
Section 06 20 00 – Finish Carpentry.
3.
Section 08 01 00 – Operations and Maintenance.
4.
Section 08 06 10 – Door Schedule.
5.
Section 08 06 71 – Door Hardware Schedule.
6.
Section 08 11 13 – Hollow Metal Doors and Frames.
7.
Section 08 14 16 – Flush Wood Doors.
8.
Section 08 14 23 – Clad Wood Doors.
9.
Section 08 14 33 – Stile and Rail Wood Doors.
10. Section 08 17 00 – Integrated Door Opening Assemblies.
11. Section 08 41 13 – Aluminum-Framed Entrances and Storefronts.
12. Section 08 42 26 – All-Glass Entrances.
13. Section 08 42 29 – Automatic Entrances.
14. Section 08 71 13 – Automatic Door Operators.
15. Section 08 71 63 – Detention Door Hardware.
16. Section 08 74 00 – Access Control Hardware.
17. Section 08 81 00 – Glass and Glazing.
18. Section 09 90 00 – Painting and Coating.
19. Section 28 13 00 – Access Control.
C.
Codes and References: Comply with the version year adopted by the Authority
Having Jurisdiction.
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08 7100 - 1
DOOR HARDWARE
1.
ANSI A117.1 - Accessible and Usable Buildings and Facilities.
2.
ANSI/SDI A250.13 - Testing and Rating of Severe Windstorm Resistant
Components for Swing Door Assemblies.
3.
ASTM E1886 - Test Method for Performance of Exterior Windows, Curtin
Walls, Doors and Shutters Impacted by Missiles and Exposed to Cyclic
Pressure Differentials.
4.
ASTM E1996 - Standard specification for performance of exterior windows,
curtain walls, doors and storm shutters impacted by Windborne Debris in
Hurricanes.
5.
FEMA 361 2008 - Design and Construction Guidance for Community Safe
Rooms.
6.
ICC 500 - ICC/NSSA Standard for the Design and Construction of Storm
Shelters.
7.
ICC/IBC - International Building Code.
8.
NFPA 70 - National Electrical Code.
9.
NFPA 80 - Fire Doors and Windows.
10. NFPA 101 - Life Safety Code.
11. NFPA 105 - Installation of Smoke Door Assemblies.
12. TAS-201-94 - Impact Test Procedures.
13. TAS-202-94 - Criteria for Testing Impact and Non-Impact Resistant Building
Envelope Components using Uniform Static Air Pressure.
14. TAS-203-94 - Criteria for Testing Products Subject to Cyclic Wind Pressure
Loading.
15. [State Building Codes, Local Amendments].
D. Standards: All hardware specified herein shall comply with the following industry
standards:
1.03
1.
ANSI/BHMA Certified Product Standards - A156 Series
2.
UL10C – Positive Pressure Fire Tests of Door Assemblies
DELIVERY, STORAGE, AND HANDLING
A. Inventory door hardware on receipt and provide secure lock-up and shelving for
door hardware delivered to Project site. Do not store electronic access control
hardware, software or accessories at Project site without prior authorization.
B.
Tag each item or package separately with identification related to the final Door
Hardware Schedule, and include basic installation instructions with each item or
package.
C.
Deliver, as applicable, permanent keys, cylinders, cores, access control credentials,
software and related accessories directly to Owner via registered mail or
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08 7100 - 2
DOOR HARDWARE
overnight package service. Instructions for delivery to the Owner shall be
established at the "Keying Conference."
1.04
COORDINATION
A. Templates: Obtain and distribute to the parties involved templates for doors,
frames, and other work specified to be factory prepared for installing standard
and electrified hardware. Check Shop Drawings of other work to confirm that
adequate provisions are made for locating and installing hardware to comply with
indicated requirements.
B.
Door Hardware and Electrical Connections: Coordinate the layout and installation
of scheduled electrified door hardware and related access control equipment with
required connections to source power junction boxes, low voltage power supplies,
detection and monitoring hardware, and fire and detection alarm systems.
C.
Door and Frame Preparation: Related Division 08 Sections (Steel, Aluminum and
Wood) doors and corresponding frames are to be prepared, reinforced and prewired (if applicable) to receive the installation of the specified electrified,
monitoring, signaling and access control system hardware without additional infield modifications.
1.05
WARRANTY
A. General Warranty: Reference Division 01, General Requirements. Special
warranties specified in this Article shall not deprive Owner of other rights Owner
may have under other provisions of the Contract Documents and shall be in
addition to, and run concurrent with, other warranties made by Contractor under
requirements of the Contract Documents.
B.
C.
Warranty Period: Written warranty, executed by manufacturer(s), agreeing to
repair or replace components of standard and electrified door hardware that fails
in materials or workmanship within specified warranty period after final
acceptance by the Owner. Failures include, but are not limited to, the following:
1.
Structural failures including excessive deflection, cracking, or breakage.
2.
Faulty operation of the hardware.
3.
Deterioration of metals, metal finishes, and other materials beyond normal
weathering.
4.
Electrical component defects and failures within the systems operation.
Standard Warranty Period: One year from date of Substantial Completion, unless
otherwise indicated.
D. Special Warranty Periods:
1.
Ten years for mortise locks and latches.
2.
Five years for exit hardware.
3.
Ten years for manual door closers.
4.
Two years for electromechanical door hardware.
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08 7100 - 3
DOOR HARDWARE
1.06
MAINTENANCE SERVICE
A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools
and maintenance instructions as needed for Owner's continued adjustment,
maintenance, and removal and replacement of door hardware.
B.
Continuing Service: Beginning at Substantial Completion, and running concurrent
with the specified warranty period, provide continuous (6) months full
maintenance including repair and replacement of worn or defective components,
lubrication, cleaning, and adjusting as required for proper door opening operation.
Provide parts and supplies as used in the manufacture and installation of original
products.
PART 2 PRODUCTS
2.01
SCHEDULED DOOR HARDWARE
A. General: Provide door hardware for each door to comply with requirements in
Door Hardware Sets and each referenced section that products are to be supplied
under.
1.
Designations: Requirements for quantity, item, size, finish or color, grade,
function, and other distinctive qualities of each type of door hardware are
indicated in the Door Hardware Sets at the end of Part 3. Products are
identified by using door hardware designations, as follows:
a.
2.
Products furnished, but not installed, under this Section include the following.
Coordinating, purchasing, delivering, and scheduling remain requirements of
this Section.
a.
B.
2.02
Named Manufacturer's Products: Product designation and manufacturer
are listed for each door hardware type required for the purpose of
establishing requirements. Manufacturers' names are abbreviated in the
Door Hardware Schedule.
Permanent cylinders, cores, and keys to be installed by Owner.
Substitutions: Requests for substitution and product approval for inclusive
mechanical and electromechanical door hardware in compliance with the
specifications must be submitted in writing and in accordance with the procedures
and time frames outlined in Division 01, Substitution Procedures. Approval of
requests is at the discretion of the architect, owner, and their designated
consultants.
HANGING DEVICES
A. Hinges: ANSI/BHMA A156.1 certified butt hinges with number of hinge knuckles as
specified in the Door Hardware Sets.
1.
Quantity: Provide the following hinge quantity, unless otherwise indicated:
a.
Two Hinges: For doors with heights up to 60 inches.
b.
Three Hinges: For doors with heights 61 to 90 inches.
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08 7100 - 4
DOOR HARDWARE
2.
3.
4.
5.
B.
c.
Four Hinges: For doors with heights 91 to 120 inches.
d.
For doors with heights more than 120 inches, provide 4 hinges, plus 1
hinge for every 30 inches of door height greater than 120 inches.
Hinge Size: Provide the following, unless otherwise indicated, with hinge
widths sized for door thickness and clearances required:
a.
Widths up to 3’0”: 4-1/2” standard or heavy weight as specified.
b.
Sizes from 3’1” to 4’0”: 5” standard or heavy weight as specified.
Hinge Weight and Base Material: Unless otherwise indicated, provide the
following:
a.
Exterior Doors: Heavy weight, non-ferrous, ball bearing hinges unless
Hardware Sets indicate standard weight.
b.
Interior Doors: Standard weight, steel, ball bearing hinges unless
Hardware Sets indicate heavy weight.
c.
Tornado Resistant Assemblies: At a minimum, provide heavy weight
hinges with stainless steel screws used in accordance with and specified
as part of a Severe Storm Shelter Opening meeting ICC 500 and FEMA
361.
Hinge Options: Comply with the following where indicated in the Hardware
Sets or on Drawings:
a.
Non-removable Pins: Provide set screw in hinge barrel that, when
tightened into a groove in hinge pin, prevents removal of pin while door
is closed; for the following applications:
b.
Out-swinging exterior doors.
c.
Out-swinging access controlled doors.
Acceptable Manufacturers:
a.
Bommer Industries (BO).
b.
Hager Companies (HA).
c.
McKinney Products (MK).
Continuous Geared Hinges: ANSI/BHMA A156.26 certified continuous geared
hinge with minimum 0.120-inch thick extruded 6060 T6 aluminum alloy hinge
leaves and a minimum overall width of 4 inches. Hinges are non-handed,
reversible and fabricated to template screw locations. Provide concealed flush
mount (with or without inset), full surface, or half surface, in standard and heavy
duty models, as specified in the Hardware Sets. Concealed continuous hinges to
be U.L. listed for use on up to and including 90 minute rated door installations and
U.L. listed for windstorm components where applicable. Factory cut hinges for
door size and provide with removable service power transfer panel where
indicated at electrified openings.
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DOOR HARDWARE
1.
2.03
Acceptable Manufacturers:
a.
Bommer Industries (BO).
b.
McKinney Products (MK).
c.
Pemko Manufacturing (PE).
POWER TRANSFER DEVICES
A. Electrified Quick Connect Continuous Geared Transfer Hinges: Provide electrified
transfer continuous geared hinges with a 12" removable service panel cutout
accessible without de-mounting door from the frame. Furnish with Molex™
standardized plug connectors with sufficient number of concealed wires (up to 12)
to accommodate the electrified functions specified in the Door Hardware Sets.
Connectors plug directly to through-door wiring harnesses for connection to
electric locking devices and power supplies. Wire nut connections are not
acceptable.
1.
Acceptable Manufacturers:
a.
Bommer Industries (BO) - SER-QC (# of wires) Option.
b.
McKinney Products (MK) - SER-QC (# wires) Option.
c.
Pemko Manufacturing (PE) - SER-QC (# wires) Option.
B.
Provide mortar guard enclosure on steel frames installed at masonry openings for
each electrical hinge specified.
C.
Electric Door Hardware Cords: Provide electric transfer wiring harnesses with
standardized plug connectors to accommodate up to twelve (12) wires.
Connectors plug directly to through-door wiring harnesses for connection to
electric locking devices and power supplies. Provide sufficient number of
concealed wires to accommodate electric function of specified hardware. Provide
a connector for through-door electronic locking devices and from hinge to
junction box above the opening. Wire nut connections are not acceptable.
Determine the length required for each electrified hardware component for the
door type, size and construction, minimum of two per electrified opening.
1.
2.
Acceptable Manufacturers:
a.
McKinney Products (MK) - Inner Door Cord 3 inches: QC-C003P.
b.
McKinney Products (MK) - Inner Door Cord 3 foot door: QC-C206P.
c.
McKinney Products (MK) - Inner Door Cord 4 foot door: QC-C306P.
d.
McKinney Products (MK) - Inner Door Cord 15 feet: QC-C1500P.
e.
McKinney Products (MK) - Hinge to Junction Panel 15 feet: QC-C1500P.
Provide one each of the following tools as part of the base bid contract:
a.
McKinney Products (MK) - Electrical Connecting Kit: 52-3000.
b.
McKinney Products (MK) - Connector Hand Tool: 52-0439.
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DOOR HARDWARE
2.04
DOOR OPERATING TRIM
A. Flush Bolts and Surface Bolts: ANSI/BHMA A156.3 and A156.16, Grade 1, certified
automatic, self-latching, and manual flush bolts and surface bolts. Manual flush
bolts to be furnished with top rod of sufficient length to allow bolt location
approximately six feet from the floor. Furnish dust proof strikes for bottom bolts.
Surface bolts to be minimum 8” in length and U.L. listed for labeled fire doors and
U.L. listed for windstorm components where applicable. Provide related
accessories (mounting brackets, strikes, coordinators, etc.) as required for
appropriate installation and operation.
1.
2.05
Acceptable Manufacturers:
a.
McKinney Architectural Hardware (MK).
b.
Rockwood Manufacturing (RO).
c.
Trimco (TC).
CYLINDERS AND KEYING
A. General: Cylinder manufacturer to have minimum (10) years experience designing
secured master key systems and have on record a published security keying
system policy.
B.
Source Limitations: Obtain each type of keyed cylinder and keys from the same
source manufacturer as locksets and exit devices, unless otherwise indicated.
C.
Cylinders: Original manufacturer cylinders complying with the following:
1.
Mortise Type: Threaded cylinders with rings and straight- or clover-type cam.
2.
Rim Type: Cylinders with back plate, flat-type vertical or horizontal tailpiece,
and raised trim ring.
3.
Bored-Lock Type: Cylinders with tailpieces to suit locks.
4.
Mortise and rim cylinder collars to be solid and recessed to allow the cylinder
face to be flush and be free spinning with matching finishes.
D. Security Cylinders: ANSI/BHMA A156.5, Grade 1, patented security cylinders and
keys able to be used together under the same facility master or grandmaster key
system. Cylinders are to be factory keyed.
1.
E.
Acceptable Manufacturers:
a.
Corbin Russwin (RU) - Pyramid PS Series.
b.
Sargent Manufacturing (SA) - Signature Series.
c.
Yale Locks and Hardware (YA) - 5000 Series.
Keying System: Each type of lock and cylinders to be factory keyed. Conduct
specified "Keying Conference" to define and document keying system instructions
and requirements. Furnish factory cut, nickel-silver large bow permanently
inscribed with a visual key control number as directed by Owner. Incorporate
decisions made in keying conference, and as follows:
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08 7100 - 7
DOOR HARDWARE
F.
1.
Master Key System: Cylinders are operated by a change key and a master key.
2.
Grand Master Key System: Cylinders are operated by a change key, a master
key, and a grand master key.
3.
Great-Grand Master Key System: Cylinders are operated by a change key, a
master key, a grand master key, and a great-grand master key.
4.
Existing System: Master key or grand master key locks to Owner's existing
system.
5.
Keyed Alike: Key all cylinders to same change key.
Key Quantity: Provide the following minimum number of keys:
1.
Top Master Key: One (1)
2.
Change Keys per Cylinder: Two (2)
3.
Master Keys (per Master Key Group): Two (2)
4.
Grand Master Keys (per Grand Master Key Group): Two (2)
5.
Construction Control Keys (where required): Two (2)
6.
Permanent Control Keys (where required): Two (2)
G. Construction Keying: Provide construction master keyed cylinders or temporary
keyed construction cores where specified. Provide construction master keys in
quantity as required by project Contractor. Replace construction cores with
permanent cores. Furnish permanent cores for installation as directed under
specified "Keying Conference."
H. Key Registration List: Provide keying transcript list to Owner's representative in
the proper format for importing into key control software.
I.
Key Control Cabinet: Provide a key control system including envelopes, labels, and
tags with self-locking key clips, receipt forms, 3-way visible card index, temporary
markers, permanent markers, and standard metal cabinet. Key control cabinet
shall expansion capacity of 150% of the number of locks required for the project.
1.
2.06
Acceptable Manufacturers:
a.
Lund Equipment (LU).
b.
Telkee (TK).
MECHANICAL LOCKS AND LATCHING DEVICES
A. Mortise Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.13, Series 1000,
Operational Grade 1 certified mortise locksets furnished in the functions as
specified in the Hardware Sets. Locksets to be manufactured with a corrosion
resistant, stamped 12 gauge minimum formed steel case and be field-reversible
for handing without disassembly of the lock body. Lockset trim (including knobs,
levers, escutcheons, roses) to be the product of a single manufacturer. Furnish
with standard 2 3/4" backset, 3/4" throw anti-friction stainless steel latchbolt, and
a full 1" throw stainless steel bolt for deadbolt functions.
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DOOR HARDWARE
1.
2.07
Acceptable Manufacturers:
a.
Corbin Russwin Hardware (RU) – ML2000 Series.
b.
Sargent Manufacturing (SA) – (R)8200 Series.
c.
Yale Locks and Hardware (YA) – 8800FL Series.
B.
Lock Trim Design: As specified in Hardware Sets.
C.
Knurling: Where specified provide knurling or abrasive coating to all levers on
doors leading to hazardous areas such as mechanical rooms, boiler and furnace
rooms, janitor closets, and as otherwise required by Accessibility Code.
STAND ALONE ACCESS CONTROL LOCKING DEVICES
A. Stand Alone Electronic Keypad Locksets: Internal, battery-powered, self-contained
ANSI Grade 1 mortise or cylindrical lock consisting of electronically motor driven
locking mechanism and integrated keypad without requirements for separate
electronic programming devices. Locks to accept standard, interchangeable
(removable) core, security and high security override cylinders. Provide keypad
locks with a minimum 100 user codes furnished standard with 6 "AA" batteries
and non-volatile memory.
1.
2.08
Acceptable Manufacturers:
a.
Sargent Manufacturing (SA) - KP Series.
b.
Yale Locks and Hardware (YA) - eBoss Series.
c.
Corbin Russwin Hardware (RU) - Access 800 AC2 Series.
AUXILIARY LOCKS
A. Narrow Case Deadlocks: ANSI/BHMA 156.13 Series 1000 Grade 1 certified narrow
case deadlocks for swinging or sliding door applications. All functions shall be
manufactured in a single sized case formed from 12 gauge minimum, corrosion
resistant steel (option for fully stainless steel case and components). Provide
minimum 2 7/8" throw laminated stainless steel bolt. Bottom rail deadlocks to
have 3/8” diameter bolts.
1.
Acceptable Manufacturers:
a.
2.09
Adams Rite Manufacturing (AD) - MS1890 / MS4900 Series.
LOCK AND LATCH STRIKES
A. Strikes: Provide manufacturer's standard strike with strike box for each latch or
lock bolt, with curved lip extended to protect frame, finished to match door
hardware set, unless otherwise indicated, and as follows:
1.
Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as
recommended by manufacturer.
2.
Extra-Long-Lip Strikes: For locks used on frames with applied wood casing
trim.
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DOOR HARDWARE
3.
B.
2.10
Aluminum-Frame Strike Box: Provide manufacturer's special strike box
fabricated for aluminum framing.
Standards: Comply with the following:
1.
Strikes for Mortise Locks and Latches: BHMA A156.13.
2.
Strikes for Bored Locks and Latches: BHMA A156.2.
3.
Strikes for Auxiliary Deadlocks: BHMA A156.5.
4.
Dustproof Strikes: BHMA A156.16.
ELECTRIC STRIKES
A. Standard Electric Strikes: Heavy duty, cylindrical and mortise lock electric strikes
conforming to ANSI/BHMA A156.31, Grade 1, UL listed for both Burglary
Resistance and for use on fire rated door assemblies. Stainless steel construction
with dual interlocking plunger design tested to exceed 3000 lbs. of static strength
and 350 ft-lbs. of dynamic strength. Strikes tested for a minimum 1 million
operating cycles. Provide strikes with 12 or 24 VDC capability and supplied
standard as fail-secure unless otherwise specified. Option available for latchbolt
and latchbolt strike monitoring indicating both the position of the latchbolt and
locked condition of the strike.
1.
B.
2.11
Acceptable Manufacturers:
a.
Adams Rite
b.
HES
c.
Folger Adams
Provide electric strikes with in-line power controller and surge suppressor by the
same manufacturer as the strike with combined products having unlimited
lifetime warranty.
CONVENTIONAL EXIT DEVICES
A. Conventional Push Rail Exit Devices (Heavy Duty): ANSI/BHMA A156.3, Grade 1
certified panic and fire exit hardware devices furnished in the functions specified
in the Hardware Sets. Mounting rails to be formed from smooth stainless steel,
brass or bronze architectural materials no less than 0.072" thick, with push rails a
minimum of 0.062" thickness. Painted or aluminum metal rails are not acceptable.
Exit device latch to be investment cast stainless steel, pullman type, with deadlock
feature.
1.
2.12
Acceptable Manufacturers:
a.
Corbin Russwin Hardware (RU) - ED4000 / ED5000 Series.
b.
Sargent Manufacturing (SA) - 80 Series.
c.
Yale Locks and Hardware (YA) - 7000 Series.
ELECTROMECHANICAL CONVENTIONAL EXIT DEVICES
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08 7100 - 10
DOOR HARDWARE
A. Electrified Conventional Push Rail Devices (Heavy Duty): Subject to same
compliance standards and requirements as mechanical exit devices, electrified
devices to be of type and design as specified below.
1.
B.
2.13
Acceptable Manufacturers:
a.
Corbin Russwin Hardware (RU) - ED4000 / ED5000 Series.
b.
Sargent Manufacturing (SA) - 80 Series.
c.
Yale Locks and Hardware (YA) - 7000 Series.
Electrified Options: As indicated in hardware sets, provide electrified exit device
options including: electric latch retraction, electric dogging, outside door trim
control, exit alarm, delayed egress, latchbolt monitoring, lock/unlock status
monitoring, touchbar monitoring and request-to-exit signaling. Unless otherwise
indicated, provide electrified exit devices standard as fail secure.
DOOR CLOSERS
A. Door Closers, Surface Mounted (Commercial Duty): ANSI/BHMA 156.4, Grade 1
certified surface mounted, institutional grade door closers with complete spring
power adjustment, sizes 1 thru 6; and fully operational adjustable according to
door size, frequency of use, and opening force. Closers to be rack and pinion type,
one piece cast iron or aluminum alloy body construction, with adjustable
backcheck, closing sweep, and latch speed control valves. Provide non-handed
units with high impact, non-corrosive plastic covers standard.
1.
2.14
Acceptable Manufacturers:
a.
Corbin Russwin Hardware (RU) - DC6000 Series.
b.
Norton Door Controls (NO) - 8500 Series.
c.
Sargent Manufacturing (SA) - 1431 Series.
d.
Yale Locks and Hardware (YA) - 3500 Series.
ARCHITECTURAL TRIM
A. Door Protective Trim
1.
General: Door protective trim units to be of type and design as specified
below or in the Hardware Sets.
2.
Size: Fabricate protection plates (kick, armor, or mop) not more than 2" less
than door width (LDW) on stop side and not more than 1" less than door
width on pull side. Coordinate and provide proper width and height as
required where conflicting hardware dictates. Height to be as specified in the
Hardware Sets.
3.
Metal Protection Plates: ANSI/BHMA A156.6 certified metal protection plates
(kick, armor, or mop), beveled on four edges (B4E), fabricated from the
following.
a.
Stainless Steel: 050-inch thick, with countersunk screw holes (CSK).
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DOOR HARDWARE
2.15
b.
Brass or Bronze: 050-inch thick, with countersunk screw holes (CSK).
c.
Laminate Plastic or Acrylic: 1/8-inch thick, with countersunk screw holes
(CSK).
4.
Fasteners: Provide manufacturer's designated fastener type as specified in the
Hardware Sets.
5.
Metal Door Edging: Door protection edging fabricated from a minimum .050inch thick metal sheet, formed into an angle or "U" cap shapes, surface or
mortised mounted onto edge of door. Provide appropriate leg overlap to
account for protection plates as required. Height to be as specified in the
Hardware Sets.
6.
Acceptable Manufacturers:
a.
McKinney Architectural Hardware (MK).
b.
Rockwood Manufacturing (RO).
c.
Trimco (TC).
DOOR STOPS AND HOLDERS
A. General: Door stops and holders to be of type and design as specified below or in
the Hardware Sets.
B.
Door Stops and Bumpers: ANSI/BHMA A156.16, Grade 1 certified door stops and
wall bumpers. Provide wall bumpers, either convex or concave types with
anchorage as indicated, unless floor or other types of door stops are specified in
Hardware Sets. Do not mount floor stops where they will impede traffic. Where
floor or wall bumpers are not appropriate, provide overhead type stops and
holders.
1.
C.
Acceptable Manufacturers:
a.
McKinney Architectural Hardware (MK).
b.
Rockwood Manufacturing (RO).
c.
Trimco (TC).
Overhead Door Stops and Holders: ANSI/BHMA A156.6, Grade 1 certified
overhead stops and holders to be surface or concealed types as indicated in
Hardware Sets. Track, slide, arm and jamb bracket to be constructed of extruded
bronze and shock absorber spring of heavy tempered steel. Provide non-handed
design with mounting brackets as required for proper operation and function.
1.
Acceptable Manufacturers:
a.
Rixson Door Controls (RF).
b.
Rockwood Manufacturing (RO).
c.
Sargent Manufacturing (SA).
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08 7100 - 12
DOOR HARDWARE
2.16
ARCHITECTURAL SEALS
A. General: Thresholds, weatherstripping, and gasket seals to be of type and design
as specified below or in the Hardware Sets. Provide continuous weatherstrip
gasketing on exterior doors and provide smoke, light, or sound gasketing on
interior doors where indicated. At exterior applications provide non-corrosive
fasteners and elsewhere where indicated.
B.
Smoke Labeled Gasketing: Assemblies complying with NFPA 105 that are listed
and labeled by a testing and inspecting agency acceptable to authorities having
jurisdiction, for smoke control ratings indicated, based on testing according to
UL 1784.
1.
C.
Provide smoke labeled perimeter gasketing at all smoke labeled openings.
Fire Labeled Gasketing: :Assemblies complying with NFPA 80 that are listed and
labeled by a testing and inspecting agency acceptable to authorities having
jurisdiction, for fire ratings indicated, based on testing according to UL-10C.
1.
Provide intumescent seals as indicated to meet UL10C Standard for Positive
Pressure Fire Tests of Door Assemblies, and UBC 7-2, Fire Tests of Door
Assemblies.
D. Sound-Rated Gasketing: Assemblies that are listed and labeled by a testing and
inspecting agency, for sound ratings indicated, based on testing according to
ASTM E 1408.
E.
Replaceable Seal Strips: Provide only those units where resilient or flexible seal
strips are easily replaceable and readily available from stocks maintained by
manufacturer.
1.
2.17
Acceptable Manufacturers:
a.
McKinney Weatherstripping Products (MW).
b.
Pemko Manufacturing (PE).
c.
Reese Enterprises, Inc. (RS).
ELECTRONIC ACCESSORIES
A. Power Supplies: Provide Nationally Recognized Testing Laboratory Listed 12VDC or
24VDC (field selectable) filtered and regulated power supplies. Include battery
backup option with integral battery charging capability in addition to operating
the DC load in event of line voltage failure. Provide the least number of units, at
the appropriate amperage level, sufficient to exceed the required total draw for
the specified electrified hardware and access control equipment.
2.18
FABRICATION
A. Fasteners: Provide door hardware manufactured to comply with published
templates generally prepared for machine, wood, and sheet metal screws. Provide
screws according to manufacturers recognized installation standards for
application intended.
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08 7100 - 13
DOOR HARDWARE
2.19
FINISHES
A. Standard: Designations used in the Hardware Sets and elsewhere indicate
hardware finishes complying with ANSI/BHMA A156.18, including coordination
with traditional U.S. finishes indicated by certain manufacturers for their products.
B.
Provide quality of finish, including thickness of plating or coating (if any),
composition, hardness, and other qualities complying with manufacturer's
standards, but in no case less than specified by referenced standards for the
applicable units of hardware.
C.
Protect mechanical finishes on exposed surfaces from damage by applying a
strippable, temporary protective covering before shipping.
PART 3 EXECUTION
3.01
EXAMINATION
A. Examine scheduled openings, with Installer present, for compliance with
requirements for installation tolerances, labeled fire door assembly construction,
wall and floor construction, and other conditions affecting performance.
B.
3.02
Notify architect of any discrepancies or conflicts between the door schedule, door
types, drawings and scheduled hardware. Proceed only after such discrepancies or
conflicts have been resolved in writing.
PREPARATION
A. Hollow Metal Doors and Frames: Comply with ANSI/DHI A115 series.
B.
3.03
Wood Doors: Comply with ANSI/DHI A115-W series.
INSTALLATION
A. Install each item of mechanical and electromechanical hardware and access
control equipment to comply with manufacturer's written instructions and
according to specifications.
1.
B.
Installers are to be trained and certified by the manufacturer on the proper
installation and adjustment of fire, life safety, and security products including:
hanging devices; locking devices; closing devices; and seals.
Mounting Heights: Mount door hardware units at heights indicated in following
applicable publications, unless specifically indicated or required to comply with
governing regulations:
1.
Standard Steel Doors and Frames: DHI's "Recommended Locations for
Architectural Hardware for Standard Steel Doors and Frames."
2.
Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural
Hardware for Wood Flush Doors."
3.
Where indicated to comply with accessibility requirements, comply with ANSI
A117.1 "Accessibility Guidelines for Buildings and Facilities."
13012 / M&T Bank – Inner Harbor
08 7100 - 14
DOOR HARDWARE
4.
C.
Provide blocking in drywall partitions where wall stops or other wall mounted
hardware is located.
Integrated Wiegand access control products are required to be installed through
current members of the ASSA ABLOY "Certified Integrator" (CI) program.
D. Power Operator products and accessories are required to be installed through
current members of the manufacturer's "Power Operator Preferred Installer"
program.
E.
Retrofitting: Install door hardware to comply with manufacturer's published
templates and written instructions. Where cutting and fitting are required to
install door hardware onto or into surfaces that are later to be painted or finished
in another way, coordinate removal, storage, and reinstallation of surface
protective trim units with finishing work specified in Division 9 Sections. Do not
install surface-mounted items until finishes have been completed on substrates
involved.
F.
Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant
complying with requirements specified in Division 7 Section "Joint Sealants."
G. Storage: Provide a secure lock up for hardware delivered to the project but not yet
installed. Control the handling and installation of hardware items so that the
completion of the work will not be delayed by hardware losses before and after
installation.
3.04
FIELD QUALITY CONTROL
A. Field Inspection: Supplier will perform a final inspection of installed door
hardware and state in report whether work complies with or deviates from
requirements, including whether door hardware is properly installed, operating
and adjusted.
3.05
ADJUSTING
A. Initial Adjustment: Adjust and check each operating item of door hardware and
each door to ensure proper operation or function of every unit. Replace units that
cannot be adjusted to operate as intended. Adjust door control devices to
compensate for final operation of heating and ventilating equipment and to
comply with referenced accessibility requirements.
3.06
CLEANING AND PROTECTION
A. Protect all hardware stored on construction site in a covered and dry place.
Protect exposed hardware installed on doors during the construction phase. Install
any and all hardware at the latest possible time frame.
B.
Clean adjacent surfaces soiled by door hardware installation.
C.
Clean operating items as necessary to restore proper finish. and provide final
protection and maintain conditions that ensure door hardware is without damage
or deterioration at time of owner occupancy.
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08 7100 - 15
DOOR HARDWARE
3.07
DEMONSTRATION
A. Instruct Owner's maintenance personnel to adjust, operate, and maintain
mechanical and electromechanical door hardware.
3.08
DOOR HARDWARE SCHEDULE
A. The hardware sets represent the design intent and direction of the owner and
architect. They are a guideline only and should not be considered a detailed
hardware schedule. Discrepancies, conflicting hardware and missing items should
be brought to the attention of the architect with corrections made prior to the
bidding process. Omitted items not included in a hardware set should be
scheduled with the appropriate additional hardware required for proper
application and functionality.
B.
Refer to Section 080671, Door Hardware Schedule, for hardware sets.
C.
Manufacturer’s Abbreviations:
1.
MK – McKinney
2.
RF – Rixson
3.
RO – Rockwood
4.
AD - Adams Rite
5.
SA – Sargent
6.
NO – Norton
7.
PE – Pemko
8.
SU – Securitron
9.
LU - Lund Equipment Co., Inc.
Hardware Schedule
Set: 1.0
Doors: EX-1
1
1
1
2
1
2
2
2
Continuous Hinge
Flush Bolt
Deadlatch
Paddle Operator
Cylinder
Electric Strike
Pull
Push Bar
13012 / M&T Bank – Inner Harbor
MCK-14HD x LAR
555/557
4911W 1-1/8" BS
4590-02 1-13/16"
10-6342 101
7400 -M ELX
RM3050-18
RM3022
08 7100 - 16
CL
US26D
628
628
US26D
630
US32-316
US32-316
MK
RO
AD
AD
SA
AD
RO
RO
DOOR HARDWARE
1
2
1
1
1
Surface Closer
Threshold
Sweep
ElectroLynx Harness
Power Supply
CLP8501 8548 2018D
171A MS10SS
307APK
QC-C1500P
PS-1
689
NO
PE
PE
MK
AD
Notes: CARD READER BY OTHERS. PRESENTING AUTHORIZED CREDENTIAL TO CARD
READER WIIL UNLOCK ELECTRIC STRIKE ALLOWING ACCESS. FREE EGRESS BY PADDLE.
WEATHERSTRIP IS BY DOOR MANUFACTURER.
Set: 2.0
Doors: 110
3
1
1
1
1
1
Hinge
Mortise Lock (storeroom)
Surface Closer
Kickplate
Door Stop
Gasketing
TA2714 4-1/2" x 4-1/2"
10 63 8204 TRMD
8501
K1050 10" x 2 " LDW 4BE
409
S88D (Head & Jambs)
US26D
US26D
689
US32D
US32D
MK
SA
NO
RO
RO
PE
US26D
US26D
US32D
MK
SA
RO
PE
PE
PE
US26D
US26D
630
MK
SA
RF
Set: 3.0
Doors: 103
4
1
1
1
1
1
Hinge
Mortise Lock (passage)
Door Stop
Gasketing
Gasketing
Door Bottom
TA2714 4-1/2" x 4-1/2"
8215 TRMD
409
S773BL (Head & Jambs)
ACP112BL
2343DV
Set: 4.0
Doors: 108, 109
3
1
1
Hinge
Mortise Lock (privacy)
Surface Overhead
13012 / M&T Bank – Inner Harbor
TA2714 4-1/2" x 4-1/2"
49 8265 TRMD
10-336
08 7100 - 17
DOOR HARDWARE
1
3
Holder/Stop
Kickplate
Silencer
K1050 10" x 2 " LDW 4BE
608
US32D
RO
RO
US26D
US26D
689
US32D
MK
SA
NO
RO
PE
PE
PE
RO
Set: 5.0
Doors: 111
4
1
1
1
1
2
1
1
Hinge
Keypad Lock
Surface Closer
Kickplate
Gasketing
Gasketing
Door Bottom
Viewer
TA2714 x NRP 4-1/2" x 4-1/2"
10 63 KP8278 TRMD
CLP8501
K1050 10" x 2 " LDW 4BE
S773BL (Head & Jambs)
ACP112BL
2343DV
622
US26D
Set: 6.0
Doors: 112
4
1
1
1
1
1
Hinge
Mortise Lock (passage)
Surface Closer
Kickplate
Door Stop
Gasketing
TA2714 4-1/2" x 4-1/2"
8215 TRMD
PR8501
K1050 10" x 2 " LDW 4BE
409
S88D (Head & Jambs)
US26D
US26D
689
US32D
US32D
MK
SA
NO
RO
RO
PE
END OF SECTION
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08 7100 - 18
DOOR HARDWARE
SECTION 08 8000
GLAZING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Glass.
B. Glazing compounds and accessories.
1.02 REFERENCE STANDARDS
A. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in
Buildings, Safety Performance Specifications and Methods of Test.
B. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal
Gaskets, Setting Blocks, and Spacers.
C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants.
D. ASTM C1036 - Standard Specification for Flat Glass.
E.
ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered
Flat Glass.
F.
ASTM C1193 - Standard Guide for Use of Joint Sealants.
G. GANA (GM) - GANA Glazing Manual; Glass Association of North America.
H. GANA (SM) - GANA Sealant Manual; Glass Association of North America.
1.03 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before
starting work of this section; require attendance by all affected installers.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data on Glass Types: Provide structural, physical and environmental
characteristics, size limitations, special handling or installation requirements.
C. Product Data on Glazing Compounds: Provide chemical, functional, and
environmental characteristics, limitations, special application requirements.
Identify available colors.
D. Samples: Submit two samples 4 x 4 inch in size of glass units, showing coloration
and design.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with GANA Glazing Manual and GANA Sealant
Manual for glazing installation methods.
B. Installer Qualifications: Company specializing in performing the work of this
section with minimum 5 years documented experience.
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08 8000 - 1
GLAZING
1.06 FIELD CONDITIONS
A. Do not install glazing when ambient temperature is less than 50 degrees F.
B. Maintain minimum ambient temperature before, during and 24 hours after
installation of glazing compounds.
1.07 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS
2.01 GLAZING TYPES
A. Type S-1 - Obscure Glazing: Translucent, showing shadows but not forms.
1. Application: Locations indicated on the drawings.
2. Type: Frosted glass, fully tempered.
3. Tint: Clear.
4. Thickness: 1/4 inch, nominal.
B. Type S-2 - Decorative Glazing:
1. Application: Locations indicated on the drawings.
2. Type: Vinyl-backed Interior Glazing.
a. Tint: Ultra Clear (Low Iron).
b. Type: Fully tempered.
3. Tint: Clear.
4. Thickness: 1/4 inch, nominal.
5. Glazing Method: Interior wet/dry method, tape and sealant.
2.02 GLASS MATERIALS
A. Float Glass Manufacturers:
1. PPG Industries, Inc: www.ppgideascapes.com.
2. Substitutions: Refer to Section 01 6000 - Product Requirements.
B. Float Glass: All glazing is to be float glass, unless otherwise indicated.
1. Annealed Type: ASTM C1036, Type I, transparent flat, Class 1 clear, Quality
Q3 (glazing select).
2. Heat-Strengthened and Fully Tempered Types: ASTM C1048.
3. Tinted Types: Color and performance characteristics as indicated.
4. Thicknesses: As indicated; for exterior glazing comply with specified
requirements for wind load design regardless of specified thickness.
2.03 PLASTIC FILMS
A. Manufacturers:
1. 3M Window Film: www.3m.com/US/arch_construct/scpd/windowfilm.
2. Substitutions: Refer to Section 01 6000 - Product Requirements.
2.04 GLAZING COMPOUNDS
A. Manufacturers:
1. Bostik Inc: www.bostik-us.com.
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08 8000 - 2
GLAZING
2.
3.
BASF Construction Chemicals-Building Systems:
www.buildingsystems.basf.com.
Substitutions: Refer to Section 01 6000 - Product Requirements.
B. Silicone Sealant (Type S-2): Single component; neutral curing; capable of water
immersion without loss of properties; non-bleeding, non-staining; ASTM C 920,
Type S, Grade NS, Class 25, Uses M, A, and G; cured Shore A hardness of 15 to
25; Opal color.
2.05 GLAZING ACCESSORIES
A. Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness, ASTM C 864
Option I. Length of 0.1 inch for each square foot of glazing or minimum 4 inch x
width of glazing rabbet space minus 1/16 inch x height to suit glazing method and
pane weight and area.
B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness, ASTM C 864
Option I. Minimum 3 inch long x one half the height of the glazing stop x
thickness to suit application, self adhesive on one face.
C. Glazing Tape: Preformed butyl compound with integral resilient tube spacing
device; 10 to 15 Shore A durometer hardness; coiled on release paper;
____x____ inch size; black color.
D. Glazing Gaskets: Resilient silicone extruded shape to suit glazing channel
retaining slot; ASTM C 864 Option I; Black color.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that openings for glazing are correctly sized and within tolerance.
B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions
that may impede moisture movement, weeps are clear, and ready to receive
glazing.
3.02 PREPARATION
A. Clean contact surfaces with solvent and wipe dry.
B. Prime surfaces scheduled to receive sealant.
C. Install sealants in accordance with ASTM C1193 and GANA Sealant Manual.
D. Install sealant in accordance with manufacturer's instructions.
3.03 INSTALLATION - EXTERIOR/INTERIOR DRY METHOD (GASKET GLAZING)
A. Place setting blocks at 1/4 points with edge block no more than 6 inches from
corners.
B. Rest glazing on setting blocks and push against fixed stop with sufficient pressure
on gasket to attain full contact.
C. Install removable stops without displacing glazing gasket; exert pressure for full
continuous contact.
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08 8000 - 3
GLAZING
3.04 INSTALLATION - INTERIOR WET/DRY METHOD (TAPE AND SEALANT)
A. Cut glazing tape to length and install against permanent stops, projecting 1/16
inch (1.6 mm) above sight line.
B. Place setting blocks at 1/4 points with edge block no more than 6 inches from
corners.
C. Rest glazing on setting blocks and push against tape to ensure full contact at
perimeter of pane or unit.
D. Install removable stops, spacer shims inserted between glazing and applied stops
at 24 inch intervals, 1/4 inch below sight line.
E.
Fill gaps between pane and applied stop with silicone type sealant to depth equal
to bite on glazing, to uniform and level line.
F.
Trim protruding tape edge.
3.05 INSTALLATION - PLASTIC FILM
A. Install plastic film with adhesive, applied in accordance with film manufacturer's
instructions.
B. Place without air bubbles, creases or visible distortion.
C. Fit tight to glass perimeter with razor cut edge.
3.06 CLEANING
A. Remove glazing materials from finish surfaces.
B. Remove labels after Work is complete.
C. Clean glass and adjacent surfaces.
3.07 PROTECTION
A. After installation, mark pane with an 'X' by using removable plastic tape or paste;
do not mark heat absorbing or reflective glass units.
END OF SECTION
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08 8000 - 4
GLAZING
SECTION 09 2116
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Performance criteria for gypsum board assemblies.
B. Metal stud wall framing.
C. Acoustic insulation.
D. Gypsum sheathing.
E.
Gypsum wallboard.
F.
Joint treatment and accessories.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Wood blocking product and execution
requirements.
B. Section 07 2100 - Thermal Insulation: Acoustic insulation.
C. Section 07 8400 - Firestopping: Top-of-wall assemblies at fire rated walls.
D. Section 07 9005 - Joint Sealers: Acoustic sealant.
E.
Section 09 2216 - Non-Structural Metal Framing.
1.03 REFERENCE STANDARDS
A. AISI SG02-1 - North American Specification for the Design of Cold-Formed Steel
Structural Members; American Iron and Steel Institute. (replaced SG-971)
B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated
(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
C. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape
for Finishing Gypsum Board.
D. ASTM C645 - Standard Specification for Nonstructural Steel Framing Members.
E.
ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation
for Light Frame Construction and Manufactured Housing.
F.
ASTM C754 - Standard Specification for Installation of Steel Framing Members to
Receive Screw-Attached Gypsum Panel Products.
G. ASTM C840 - Standard Specification for Application and Finishing of Gypsum
Board.
H. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of
Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84
mm) to 0.112 in. (2.84 mm) in Thickness.
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09 2116 - 1
GYPSUM BOARD ASSEMBLIES
I.
ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for
the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs
or Steel Studs.
J.
ASTM C1396/C1396M - Standard Specification for Gypsum Board.
K. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the
Surface of Interior Coatings in an Environmental Chamber.
L.
ASTM E72 - Standard Test Methods of Conducting Strength Tests of Panels for
Building Construction.
M. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne
Sound Transmission Loss of Building Partitions and Elements.
N. ASTM E413 - Classification for Rating Sound Insulation.
O. GA-216 - Application and Finishing of Gypsum Board; Gypsum Association.
P. GA-226 - Application of Gypsum Board to Form Curved Surfaces; Gypsum
Association.
Q. GA-600 - Fire Resistance Design Manual; Gypsum Association.
R. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc..
1.04 SYSTEM DESCRIPTION
A. Acoustic Attenuation for Interior Partitions : STC of 45-49 calculated in
accordance with ASTM E 413, based on tests conducted in accordance with ASTM
E 90.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on metal framing, gypsum board, accessories, and
joint finishing system.
C. Product Data: Provide manufacturer's data on partition head to structure
connectors, showing compliance with requirements.
D. Test Reports: For all stud framing products that do not comply with ASTM C645
or C 754, provide independent laboratory reports showing maximum stud heights
at required spacings and deflections.
1.06 QUALITY ASSURANCE
A. Maintain one copy of all installation standards at project site.
1. Maintain one copy of standards at project site.
B. Installer Qualifications: Company specializing in performing gypsum board
application and finishing, with minimum 5 years of documented experience.
C. Copies of Documents at Site: Maintain at the project site a copy of each
referenced document that prescribes execution requirements.
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09 2116 - 2
GYPSUM BOARD ASSEMBLIES
PART 2 PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C840 and GA-216.
B. Interior Partitions : Provide completed assemblies with the following
characteristics:
1. Acoustic Attenuation: STC of 45-49 calculated in accordance with ASTM
E413, based on tests conducted in accordance with ASTM E90.
C. Fire Rated Assemblies: Provide completed assemblies with the following
characteristics:
1. Fire Rated Partitions: UL listed assembly No. 465; 1 hour rating.
2. UL Assembly Numbers: Provide construction equivalent to that listed for the
particular assembly in the current UL Fire Resistance Directory.
2.02 METAL FRAMING MATERIALS
A. Manufacturers - Metal Framing, Connectors, and Accessories:
1. Clarkwestern Dietrich Building Systems LLC; Product ____:
www.clarkdietrich.com.
2. Dietrich Metal Framing; Product ____: www.dietrichindustries.com.
3. Marino; Product ____: www.marinoware.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
B. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet
steel, of size and properties necessary to comply with ASTM C754 for the spacing
indicated, with maximum deflection of wall framing of L/240 at 5 psf.
1. Exception: The minimum metal thickness and section properties
requirements of ASTM C 645 are waived provided steel of 40 ksi minimum
yield strength is used, the metal is continuously dimpled, the effective
thickness is at least twice the base metal thickness, and maximum stud
heights are determined by testing in accordance with ASTM E 72 using
assemblies specified by ASTM C 754.
2. Studs: "C" shaped with flat or formed webs with knurled faces.
3. Runners: U shaped, sized to match studs.
4. Ceiling Channels: C shaped.
5. Furring: Hat-shaped sections, minimum depth of 7/8 inch.
C. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required.
D. Partition Head to Structure Connections: Provide mechanical anchorage devices
that accommodate deflection using slotted holes, screws and anti-friction
bushings, preventing rotation of studs while maintaining structural performance
of partition.
1. Structural Performance: Maintain lateral load resistance and vertical
movement capacity required by applicable code, when evaluated in
accordance with AISI North American Specification for the Design of
Cold-Formed Steel Structural Members.
13012 / M&T Bank – Inner Harbor
09 2116 - 3
GYPSUM BOARD ASSEMBLIES
2.
3.
4.
5.
Material: ASTM A653/A653M steel sheet, SS Grade 50/340, with G60/Z180
hot dipped galvanized coating.
Provide components UL-listed for use in UL-listed fire-rated head of partition
joint systems indicated on drawings.
Deflection and Firestop Track:
a. Provide mechanical anchorage devices as described above that
accommodate deflection while maintaining the fire-rating of the wall
assembly.
b. Acceptable Products:
1) "Posi Clip" by Fire Trak Corporation.
2) "The System" by Metal-Lite, Inc.
Provide top track preassembled with connection devices spaced to fit stud
spacing indicated on drawings; minimum track length of 12 feet.
2.03 BOARD MATERIALS
A. Manufacturers - Gypsum-Based Board:
1. American Gypsum: www.americangypsum.com.
2. CertainTeed Corporation; Product ____: www.certainteed.com.
3. Georgia-Pacific Gypsum: www.gpgypsum.com.
4. Lafarge North America Inc: www.lafargenorthamerica.com.
5. National Gypsum Company; Product ____: www.nationalgypsum.com.
6. USG Corporation; Product ____: www.usg.com.
7. Substitutions: See Section 01 6000 - Product Requirements.
B. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM
C1396/C1396M; sizes to minimize joints in place; ends square cut.
1. Application: Use for vertical surfaces and ceilings, unless otherwise
indicated.
2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
a. Mold-resistant board is required whenever board is being installed
before the building is enclosed and conditioned.
3. At Assemblies Indicated with Fire-Rating: Use type required by indicated
tested assembly; if no tested assembly is indicated, use Type X board, UL or
WH listed.
4. Thickness:
a. Vertical Surfaces: 5/8 inch.
b. Ceilings: 5/8 inch.
c. Multi-Layer Assemblies: Thicknesses as indicated on drawings.
5. Mold-Resistant Paper-Faced Products:
a. American Gypsum; M-Bloc.
b. CertainTeed Corporation; ProRoc Brand Moisture & Mold Resistant
Gypsum Board.
c. Lafarge North America Inc; Mold Defense Drywall.
d. Lafarge North America Inc; Protecta AR 100 Type X with Mold Defense.
13012 / M&T Bank – Inner Harbor
09 2116 - 4
GYPSUM BOARD ASSEMBLIES
e. National Gypsum Company; Gold Bond Brand XP Gypsum Board.
f. National Gypsum Company; Gold Bond Hi-Abuse Brand XP Wallboard.
g. Substitutions: See Section 01 6000 - Product Requirements.
C. Gypsum Wallboard: ASTM C 1396/C 1396M. Sizes to minimize joints in place;
ends square cut.
1. Regular Type:
a. Application: Use for vertical surfaces, unless otherwise indicated.
b. Thickness: 5/8 inch, as indicated.
c. Edges: Tapered.
2. Ceiling Board: Special sag-resistant type.
a. Application: Ceilings, unless otherwise indicated.
b. Thickness: 5/8" inch.
c. Edges: Tapered.
D. Water-Resistant Gypsum Backing Board: ASTM C 1396/C 1396M; ends square
cut.
1. Application: Vertical surfaces behind thinset tile, except in wet areas.
2. Core Type: Regular.
3. Thickness: 5/8 inch.
4. Edges: Tapered.
2.04 ACCESSORIES
A. Acoustic Insulation: ASTM C665; preformed glass fiber, friction fit type, unfaced.
B. Acoustic Sealant: Non-hardening, non-skinning, for use in conjunction with
gypsum board.
C. Joint Materials: ASTM C475 and as recommended by gypsum board
manufacturer for project conditions.
1. Tape: 2 inch wide, coated glass fiber tape for joints and corners, except as
otherwise indicated.
2. Tape: 2 inch wide, creased paper tape for joints and corners, except as
otherwise indicated.
3. Ready-mixed vinyl-based joint compound.
D. Screws for Attachment to Steel Members Less Than 0.03 inch In Thickness, to
Wood Members, and to Gypsum Board: ASTM C1002; self-piercing tapping type;
cadmium-plated for exterior locations.
E.
Screws for Attachment to Steel Members From 0.033 to 0.112 inch in Thickness:
ASTM C954; steel drill screws for application of gypsum board to loadbearing
steel studs.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to
commence.
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GYPSUM BOARD ASSEMBLIES
3.02 FRAMING INSTALLATION
A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's
instructions.
B. Suspended Ceilings and Soffits: Space framing and furring members as indicated.
1. Level ceiling system to a tolerance of 1/1200.
2. Laterally brace entire suspension system.
C. Studs: Space studs as permitted by standard.
1. Extend partition framing to structure in all locations.
2. Partitions Terminating at Structure: Attach top runner to structure, maintain
clearance between top of studs and structure, and connect studs to track
using specified mechanical devices in accordance with manufacturer's
instructions; verify free movement of top of stud connections; do not leave
studs unattached to track.
D. Openings: Reinforce openings as required for weight of doors or operable
panels, using not less than double studs at jambs.
E.
Standard Wall Furring: Install at masonry walls scheduled to receive gypsum
board, not more than 4 inches from floor and ceiling lines and abutting walls.
Secure in place on alternate channel flanges at maximum 24 inches on center.
1. Orientation: Horizontal.
2. Spacing: As indicated.
F.
Furring for Fire Ratings: Install as required for fire resistance ratings indicated
and to GA-600 requirements.
G. Blocking: Install wood blocking for support of:
1. Framed openings.
2. Wall mounted cabinets.
3. Plumbing fixtures.
4. Toilet accessories.
5. Wall mounted door hardware.
6. Wall mounted electronics and security devices.
3.03 ACOUSTIC ACCESSORIES INSTALLATION
A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and
around electrical and mechanical items within partitions, and tight to items
passing through partitions.
B. Acoustic Sealant: Install in accordance with manufacturer's instructions.
1. In non-fire-rated construction, seal around all penetrations by conduit, pipe,
ducts, and rough-in boxes.
3.04 BOARD INSTALLATION
A. Comply with ASTM C 840 and manufacturer's instructions. Install to minimize
butt end joints, especially in highly visible locations.
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GYPSUM BOARD ASSEMBLIES
B. Single-Layer Non-Rated: Install gypsum board in most economical direction, with
ends and edges occurring over firm bearing.
1. Exception: Tapered edges to receive joint treatment at right angles to
framing.
C. Fire-Rated Construction: Install gypsum board in strict compliance with
requirements of assembly listing.
D. Installation on Metal Framing: Use screws for attachment of all gypsum board .
E.
Curved Surfaces: Apply gypsum board to curved substrates in accordance with
GA-226.
F.
Moisture Protection: Treat cut edges and holes in moisture resistant gypsum
board with sealant.
3.05 INSTALLATION OF TRIM AND ACCESSORIES
A. Control Joints: Place control joints consistent with lines of building spaces and as
indicated.
B. Corner Beads: Install at external corners, using longest practical lengths.
3.06 JOINT TREATMENT
A. Paper Faced Gypsum Board: Use paper joint tape, bedded with ready-mixed
vinyl-based joint compound and finished with ready-mixed vinyl-based joint
compound.
B. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:
1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless
otherwise indicated.
2. Level 1: Fire rated wall areas above finished ceilings, whether or not
accessible in the completed construction.
C. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface
ready to receive finishes.
1. Feather coats of joint compound so that camber is maximum 1/32 inch.
2. Taping, filling, and sanding is not required at surfaces behind adhesive
applied ceramic tile and fixed cabinetry.
3.07 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8
inch in 10 feet in any direction.
3.08 FINISH LEVEL SCHEDULE
A. Level 1: Above finished ceilings concealed from view.
B. Level 2: Utility areas and areas behind cabinetry.
C. Level 4: Walls and ceilings scheduled to receive flat or eggshell paint finish.
END OF SECTION
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09 2116 - 7
GYPSUM BOARD ASSEMBLIES
SECTION 09 3000
TILING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Tile for floor applications.
B. Ceramic accessories.
C. Non-ceramic trim.
1.02 RELATED REQUIREMENTS
A. Section 07 9005 - Joint Sealers.
B. Section 09 2116 - Gypsum Board Assemblies: Installation of tile backer board.
1.03 REFERENCE STANDARDS
A. ANSI A108 Series/A118 Series/A136.1 - American National Standard
Specifications for the Installation of Ceramic Tile (Compendium).
1. ANSI A108.1a - American National Standard Specifications for Installation of
Ceramic Tile in the Wet-Set Method, with Portland Cement Mortar.
2. ANSI A108.1b - American National Standard Specifications for Installation of
Ceramic Tile on a Cured Portland Cement Mortar Setting Bed with Dry-Set or
Latex Portland Cement Mortar.
3. ANSI A108.1c - Specifications for Contractors Option: Installation of Ceramic
Tile in the Wet-Set Method with Portland Cement Mortar or Installation of
Ceramic Tile on a Cured Portland Cement Mortar Bed with Dry-Set or Latex
Portland Cement.
4. ANSI A108.4 - American National Standard Specifications for Installation of
Ceramic Tile with Organic Adhesives or Water Cleanable Tile-Setting Epoxy
Adhesive.
5. ANSI A108.5 - American National Standard Specifications for Installation of
Ceramic Tile with Dry-Set Portland Cement Mortar or Latex-Portland Cement
Mortar.
6. ANSI A108.6 - American National Standard Specifications for Installation of
Ceramic Tile with Chemical Resistant, Water Cleanable Tile-Setting and
-Grouting Epoxy.
7. ANSI A108.8 - American National Standard Specifications for Installation of
Ceramic Tile with Chemical Resistant Furan Resin Mortar and Grout.
8. ANSI A108.9 - American National Standard Specifications for Installation of
Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout.
9. ANSI A108.10 - American National Standard Specifications for Installation of
Grout in Tilework.
10. ANSI A108.11 - American National Standard for Interior Installation of
Cementitious Backer Units.
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TILING
11. ANSI A108.12 - American National Standard for Installation of Ceramic Tile
with EGP (Exterior glue plywood) Latex-Portland Cement Mortar.
12. ANSI A108.13 - American National Standard for Installation of Load Bearing,
Bonded, Waterproof Membranes for Thin-Set Ceramic Tile and Dimension
Stone.
13. ANSI A137.1 - American National Standard Specifications for Ceramic Tile.
B. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before
starting work of this section; require attendance by all affected installers.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and
accessories. Include instructions for using grouts and adhesives.
C. Shop Drawings: Indicate tile layout, patterns, color arrangement, perimeter
conditions, junctions with dissimilar materials, control and expansion joints, and
setting details.
D. Manufacturer's Certificate: Certify that products meet or exceed specified
requirements.
1.06 QUALITY ASSURANCE
A. Maintain one copy of The Tile Council of North America Handbook and ANSI A108
Series/A118 Series on site.
B. Manufacturer Qualifications: Company specializing in manufacturing the types of
products specified in this section, with minimum 5 years of documented
experience.
C. Installer Qualifications: Company specializing in performing tile installation, with
minimum of 5 years of documented experience.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Protect adhesives from freezing or overheating in accordance with
manufacturer's instructions.
1.08 FIELD CONDITIONS
A. Do not install solvent-based products in an unventilated environment.
B. Maintain ambient and substrate temperature of 50 degrees F during installation
of mortar materials.
PART 2 PRODUCTS
2.01 TILE
A. Manufacturers: All products by the same manufacturer.
1. Crossville: www.crossville.com.
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TILING
2.
Substitutions: Not permitted.
B. Ceramic Tile : ANSI A137.1
1. As indicated on drawings.
2.02 TRIM AND ACCESSORIES
A. Ceramic Accessories: Glazed finish, same color and finish as adjacent field tile;
same manufacturer as tile.
B. Non-Ceramic Trim: Satin natural anodized extruded aluminum, style and
dimensions as indicated on drawings, for setting using tile mortar or adhesive.
1. Applications: Use in the following locations:
a. Transition between floor finishes of different heights.
b. Thresholds at door openings.
c. Expansion and control joints, floor and wall.
d. Borders and other trim as indicated on drawings.
2. Manufacturer:
a. Schluter-Systems: www.schluter.com.
b. Substitutions: Not permitted.
2.03 MORTAR MATERIALS
A. Manufacturers:
1. Bonsal: www.bonsal.com.
2. Bostik Inc: www.bostik-us.com.
3. Substitutions: See Section 01 6000 - Product Requirements.
B. Mortar Bed Materials: Portland cement, sand and water.
C. Mortar Bond Coat Materials:
1. Dry-Set Portland Cement type: ANSI A118.1.
2. Latex-Portland Cement type: ANSI A118.4.
2.04 GROUTS
A. Manufacturers:
1. Custom Building Products; Product as indicated on drawings:
www.custombuildingproducts.com.
2. Substitutions: Not permitted.
B. Standard Grout: Any type specified in ANSI A118.6 or A118.7.
1. Colors: As scheduled.
2.05 THIN-SET ACCESSORY MATERIALS
A. Concrete Floor Slab Crack Isolation Membrane: Material complying with ANSI
A118.12; not intended as waterproofing.
1. Crack Resistance: No failure at 1/16 inch gap, minimum.
B. Underlayment at Floors: Specifically designed for bonding to thin-set setting
mortar; not primarily a waterproofing material and having the following
characteristics:
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09 3000 - 3
TILING
1.
2.
3.
4.
Crack Isolation: Comply with ANSI A118.12.
Uncoupling Function: Allow for separation between membrane and the
mortar adhering tile to the membrane when subjected to excessive
substrate movement.
a. 1/8 inch thick polyurethane matting with three-dimensional grid
structure with dovetail-shaped cavities and fleece webbing laminated at
the underside to provide a mechanical bond to the substrate adhesive
(DITRA).
Do Not Use: Gypsum or cementitious based self-leveling underlayment.
Products:
a. Schluter-Systems; DITRA: www.schluter.com.
b. Substitutions: Not permitted.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified
for that type of work and are ready to receive tile.
B. Verify that sub-floor surfaces are dust-free and free of substances that could
impair bonding of setting materials to sub-floor surfaces.
C. Verify that concrete sub-floor surfaces are ready for tile installation by testing for
moisture emission rate and alkalinity; obtain instructions if test results are not
within limits recommended by tile manufacturer and setting materials
manufacturer.
D. Verify that required floor-mounted utilities are in correct location.
3.02 PREPARATION
A. Protect surrounding work from damage.
B. Vacuum clean surfaces and damp clean.
C. Seal substrate surface cracks with filler.
D. Prepare substrate surfaces for adhesive installation in accordance with adhesive
manufacturer's instructions.
3.03 INSTALLATION - GENERAL
A. Install tile and grout in accordance with applicable requirements of ANSI A108.1
through A108.13, manufacturer's instructions, and The Tile Council of North
America Handbook recommendations.
B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings.
C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form
corners and bases neatly. Align floor joints.
D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile
size. Make grout joints without voids, cracks, excess mortar or excess grout, or
too little grout.
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TILING
E.
Form internal angles square and external angles bullnosed.
F.
Install ceramic accessories rigidly in prepared openings.
G. Install non-ceramic trim in accordance with manufacturer's instructions.
H. Sound tile after setting. Replace hollow sounding units.
I.
Keep expansion joints free of adhesive or grout. Apply sealant to joints.
J.
Prior to grouting, allow installation to completely cure; minimum of 48 hours.
K. Grout tile joints shall be +/- 1/8".
L.
Apply sealant to junction of tile and dissimilar materials and junction of dissimilar
planes.
3.04 INSTALLATION - FLOORS - THIN-SET METHODS
A. Over interior concrete substrates, install in accordance with The Tile Council of
North America Handbook Method F113, dry-set or latex-Portland cement bond
coat, with standard grout, unless otherwise indicated.
3.05 CLEANING
A. Clean tile and grout surfaces.
3.06 PROTECTION
A. Do not permit traffic over finished floor surface for 4 days after installation.
END OF SECTION
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TILING
SECTION 09 5100
ACOUSTICAL CEILINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Suspended metal grid ceiling system.
B. Acoustical units.
1.02 RELATED REQUIREMENTS
A. Section 07 2100 - Thermal Insulation: Acoustical insulation.
B. Section 07 9005 - Joint Sealers: Acoustical sealant.
C. Section 08 3100 - Access Doors and Panels: Access panels.
1.03 REFERENCE STANDARDS
A. ASTM C635 - Standard Specification for the Manufacture, Performance, and
Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings.
B. ASTM E1264 - Standard Classification for Acoustical Ceiling Products.
C. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc..
1.04 ADMINISTRATIVE REQUIREMENTS
A. Sequence work to ensure acoustical ceilings are not installed until building is
enclosed, sufficient heat is provided, dust generating activities have terminated,
and overhead work is completed, tested, and approved.
B. Do not install acoustical units until after interior wet work is dry.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on suspension system components and acoustical
units.
C. Samples: Submit two samples 4x4 inch in size illustrating material and finish of
acoustical units.
D. Samples: Submit two samples each, 8 inches long, of suspension system main
runner.
1.06 QUALITY ASSURANCE
A. Fire-Resistive Assemblies: Complete assembly listed and classified by UL for the
fire resistance indicated.
B. Suspension System Manufacturer Qualifications: Company specializing in
manufacturing the products specified in this section with minimum three years
documented experience.
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ACOUSTICAL CEILINGS
C. Acoustical Unit Manufacturer Qualifications: Company specializing in
manufacturing the products specified in this section with minimum three years
documented experience.
1.07 FIELD CONDITIONS
A. Maintain uniform temperature of minimum 60 degrees F, and maximum
humidity of 40 percent prior to, during, and after acoustical unit installation.
1.08 PROJECT CONDITIONS
A. Sequence work to ensure acoustical ceilings are not installed until building is
enclosed, sufficient heat is provided, dust generating activities have terminated,
and overhead work is completed, tested, and approved.
B. Install acoustical units after interior wet work is dry.
PART 2 PRODUCTS
2.01 ACOUSTICAL UNITS
A. Manufacturers:
1. USG; Product Halcyon, ClimaPlus, 24" X 48" Fineline: www.usg.com.
2. USG; Product Mars, ClimaPlus, 24" X 24" Angled Tegular: www.usg.com.
3. Substitutions: Not permitted.
B. Acoustical Units - General: ASTM E1264, Class A.
2.02 SUSPENSION SYSTEM(S)
A. Manufacturers:
1. USG; Product DXF Fineline Suspension System: www.usg.com.
2. Chicago Metallic Corporation; Product 4600 Ultraline, 9/16" Bolt-Slot with
1/8" reveal: www.chicagometallic.com.
3. Substitutions: Not permitted.
B. Suspension Systems - General: ASTM C 635; die cut and interlocking
components, with stabilizer bars, clips, splices, and perimeter moldings as
required.
C. Exposed Steel Suspension System: Formed steel, commercial quality cold rolled;
intermediate-duty.
1. Finish: As shown on the drawings.
2.03 ACCESSORIES
A. Support Channels and Hangers: Galvanized steel; size and type to suit application
and ceiling system flatness requirement specified.
B. Perimeter Moldings: Same material and finish as grid.
1. At Exposed Grid: Provide L-shaped molding for mounting at same elevation
as face of grid.
C. Touch-up Paint: Type and color to match acoustical and grid units.
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ACOUSTICAL CEILINGS
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that layout of hangers will not interfere with other work.
3.02 INSTALLATION - SUSPENSION SYSTEM
A. Install suspension system in accordance with ASTM C 636, ASTM E 580, and
manufacturer's instructions and as supplemented in this section.
B. Rigidly secure system, including integral mechanical and electrical components,
for maximum deflection of 1:360.
C. Locate system on room axis according to reflected ceiling plan.
D. Install after major above-ceiling work is complete. Coordinate the location of
hangers with other work.
E.
Provide hanger clips during steel deck erection. Provide additional hangers and
inserts as required.
F.
Hang suspension system independent of walls, columns, ducts, pipes and conduit.
Where carrying members are spliced, avoid visible displacement of face plane of
adjacent members.
G. Where ducts or other equipment prevent the regular spacing of hangers,
reinforce the nearest affected hangers and related carrying channels to span the
extra distance.
H. Do not support components on main runners or cross runners if weight causes
total dead load to exceed deflection capability.
I.
Support fixture loads using supplementary hangers located within 6 inches of
each corner, or support components independently.
J.
Do not eccentrically load system or induce rotation of runners.
K. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at
junctions with other interruptions.
1. Use longest practical lengths.
2. Overlap and rivet corners.
3.03 INSTALLATION - ACOUSTICAL UNITS
A. Install acoustical units in accordance with manufacturer's instructions.
B. Fit acoustical units in place, free from damaged edges or other defects
detrimental to appearance and function.
C. Fit border trim neatly against abutting surfaces.
D. Install units after above-ceiling work is complete.
E.
Install acoustical units level, in uniform plane, and free from twist, warp, and
dents.
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ACOUSTICAL CEILINGS
F.
Cutting Acoustical Units:
1. Make field cut edges of same profile as factory edges.
G. Install hold-down clips on each panel to retain panels tight to grid system; comply
with fire rating requirements.
3.04 TOLERANCES
A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet.
B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2
degrees.
END OF SECTION
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09 5100 - 4
ACOUSTICAL CEILINGS
SECTION 09 6500
RESILIENT FLOORING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Resilient tile flooring.
B. Resilient base.
C. Installation accessories.
1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete: Restrictions on curing compounds for
concrete slabs and floors.
1.03 REFERENCE STANDARDS
A. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient
Flooring.
B. ASTM F1066 - Standard Specification for Vinyl Composition Floor Tile.
C. ASTM F1861 - Standard Specification for Resilient Wall Base.
D. RFCI (RWP) - Recommended Work Practices for Removal of Resilient Floor
Coverings; Resilient Floor Covering Institute.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on specified products, describing physical and
performance characteristics; including sizes, patterns and colors available; and
installation instructions.
C. Verification Samples: Submit two samples, 4x4 inch in size illustrating color and
pattern for each resilient flooring product specified.
D. Certification: Prior to installation of flooring, submit written certification by
flooring manufacturer and adhesive manufacturer that condition of sub-floor is
acceptable.
E.
Maintenance Data: Include maintenance procedures, recommended
maintenance materials, and suggested schedule for cleaning, stripping, and
re-waxing.
1.05 FIELD CONDITIONS
A. Maintain temperature in storage area between 55 degrees F and 90 degrees F.
B. Store materials for not less than 48 hours prior to installation in area of
installation at a temperature of 70 degrees F to achieve temperature stability.
Thereafter, maintain conditions above 55 degrees F.
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RESILIENT FLOORING
PART 2 PRODUCTS
2.01 TILE FLOORING
A. Vinyl Composition Tile: Homogeneous, with color extending throughout
thickness, and:
1. Minimum Requirements: Comply with ASTM F1066, of Class corresponding
to type specified.
2. Size: 12 x 12 inch.
3. Thickness: 1/8" inch.
4. Pattern: Quarter-turn.
5. Manufacturers:
a. Azrock; Product Azrock VCT. www.azrock.com.
b. Substitutions: Not permitted.
2.02 RESILIENT BASE
A. Resilient Base: ASTM F1861, Type TS rubber, vulcanized thermoset; top set Style
B, Cove, and as follows:
1. Height: 4 inch.
2. Thickness: 0.125 inch thick.
3. Finish: Satin.
4. Length: Roll.
5. Color: As Indicated on drawings.
6. Accessories: Premolded external corners and end stops.
7. Manufacturers:
a. Roppe Corp; Product 700 Series: www.roppe.com.
b. Substitutions: Not permitted.
2.03 ACCESSORIES
A. Subfloor Filler: White premix latex; type recommended by adhesive material
manufacturer.
B. Primers, Adhesives, and Seaming Materials: Waterproof; types recommended by
flooring manufacturer.
C. Moldings, Transition and Edge Strips: Metal.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are flat to tolerances acceptable to flooring manufacturer,
free of cracks that might telegraph through flooring, clean, dry, and free of curing
compounds, surface hardeners, and other chemicals that might interfere with
bonding of flooring to substrate.
B. Verify that sub-floor surfaces are smooth and flat within the tolerances specified
for that type of work and are ready to receive resilient flooring.
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RESILIENT FLOORING
C. Verify that wall surfaces are smooth and flat within the tolerances specified for
that type of work, are dust-free, and are ready to receive resilient base.
D. Cementitious Sub-floor Surfaces: Verify that substrates are dry enough and ready
for resilient flooring installation by testing for moisture and pH.
1. Obtain instructions if test results are not within limits recommended by
resilient flooring manufacturer and adhesive materials manufacturer.
E.
Verify that required floor-mounted utilities are in correct location.
3.02 PREPARATION
A. Remove existing resilient flooring and flooring adhesives; follow the
recommendations of RFCI Recommended Work Practices for Removal of Resilient
Floor Coverings.
B. Prepare floor substrates as recommended by flooring and adhesive
manufacturers.
C. Remove sub-floor ridges and bumps. Fill minor low spots, cracks, joints, holes,
and other defects with sub-floor filler to achieve smooth, flat, hard surface.
D. Prohibit traffic until filler is cured.
E.
Clean substrate.
3.03 INSTALLATION
A. Starting installation constitutes acceptance of sub-floor conditions.
B. Install in accordance with manufacturer's instructions.
C. Spread only enough adhesive to permit installation of materials before initial set.
D. Fit joints tightly.
E.
Set flooring in place, press with heavy roller to attain full adhesion.
F.
Where type of floor finish, pattern, or color are different on opposite sides of
door, terminate flooring under centerline of door.
G. Install edge strips at unprotected or exposed edges, where flooring terminates,
and where indicated.
H. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances
to produce tight joints.
I.
At movable partitions, install flooring under partitions without interrupting floor
pattern.
3.04 TILE FLOORING
A. Mix tile from container to ensure shade variations are consistent when tile is
placed, unless manufacturer's instructions say otherwise.
B. Spread only enough adhesive to permit installation of materials before initial set.
C. Set flooring in place, press with heavy roller to attain full adhesion.
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RESILIENT FLOORING
D. Lay flooring with joints and seams parallel to building lines to produce
symmetrical tile pattern.
E.
Where floor finishes are different on opposite sides of door, terminate flooring
under centerline of door.
F.
Install edge strips at unprotected or exposed edges, where flooring terminates,
and where indicated. After installation of flooring, secure metal strips with
stainless steel screws.
G. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances
to produce tight joints.
3.05 RESILIENT BASE
A. Fit joints tightly and make vertical. Maintain minimum dimension of 18 inches
between joints.
B. Miter internal corners. At external corners, use premolded units. At exposed
ends, use premolded units.
C. Install base on solid backing. Bond tightly to wall and floor surfaces.
D. Scribe and fit to door frames and other interruptions.
3.06 CLEANING
A. Remove excess adhesive from floor, base, and wall surfaces without damage.
B. Clean in accordance with manufacturer's instructions.
C. Clean, seal, and wax resilient flooring products in accordance with manufacturer's
instructions.
3.07 PROTECTION
A. Prohibit traffic on resilient flooring for 48 hours after installation.
END OF SECTION
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09 6500 - 4
RESILIENT FLOORING
SECTION 09 6813
TILE CARPETING
PART 1 GENERAL
2.01 SECTION INCLUDES
A. Carpet tile, fully adhered.
2.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete: Restrictions on curing compounds for
concrete slabs and floors.
2.03 REFERENCE STANDARDS
A. ASTM D2859 - Standard Test Method for Ignition Characteristics of Finished
Textile Floor Covering Materials.
B. ASTM E648 - Standard Test Method for Critical Radiant Flux of Floor-Covering
Systems Using a Radiant Heat Energy Source.
C. CRI (CIS) - Carpet Installation Standard; Carpet and Rug Institute.
D. CRI 104 - Standard for Installation of Commercial Textile Floorcovering Materials;
Carpet and Rug Institute.
E.
CRI (GLA) - Green Label Testing Program - Approved Adhesive Products; Carpet
and Rug Institute.
2.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on specified products, describing physical and
performance characteristics; sizes, patterns, colors available, and method of
installation.
C. Samples: Submit two carpet tiles illustrating color and pattern design for each
carpet color selected.
2.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing specified
carpet tile with minimum three years documented experience.
B. Installer Qualifications: Company specializing in installing carpet with minimum
three years experience.
2.06 FIELD CONDITIONS
A. Store materials in area of installation for minimum period of 24 hours prior to
installation.
PART 2 PRODUCTS
3.01 MANUFACTURERS
A. Milliken; Product as indicated on drawings.
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09 6813 - 1
TILE CARPETING
B. Substitutions: Not permitted.
3.02 MATERIALS
A. Carpet Tile : indicated on drawings, manufactured in one color dye lot.
1. Product: indicated on drawings manufactured by Milliken.
2. Tile Size: indicated on drawings.
3. Color: indicated on drawings.
4. Pattern: indicated on drawings.
3.03 ACCESSORIES
A. Edge Strips: indicated on drawings, color as selected.
B. Adhesives: Acceptable to carpet tile manufacturer, compatible with materials
being adhered; maximum VOC of 50 g/L; CRI Green Label certified; in lieu of
labeled product, independent test report showing compliance is acceptable.
PART 3 EXECUTION
4.01 EXAMINATION
A. Verify that sub-floor surfaces are smooth and flat within tolerances specified for
that type of work and are ready to receive carpet tile.
B. Verify that sub-floor surfaces are dust-free and free of substances that could
impair bonding of adhesive materials to sub-floor surfaces.
C. Cementitious Sub-floor Surfaces: Verify that substrates are dry enough and ready
for flooring installation by testing for moisture and pH.
1. Obtain instructions if test results are not within limits recommended by
flooring material manufacturer and adhesive materials manufacturer.
D. Verify that required floor-mounted utilities are in correct location.
4.02 PREPARATION
A. Prepare floor substrates as recommended by flooring and adhesive
manufacturers.
B. Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints,
holes, and other defects with sub-floor filler.
C. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit
traffic until filler is cured.
D. Vacuum clean substrate.
4.03 INSTALLATION
A. Starting installation constitutes acceptance of sub-floor conditions.
B. Install carpet tile in accordance with manufacturer's instructions and CRI Carpet
Installation Standard.
C. Install carpet tile in accordance with manufacturer's instructions and CRI 104.
D. Blend carpet from different cartons to ensure minimal variation in color match.
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TILE CARPETING
E.
Cut carpet tile clean. Fit carpet tight to intersection with vertical surfaces without
gaps.
F.
Fully adhere carpet tile to substrate.
G. Trim carpet tile neatly at walls and around interruptions.
H. Complete installation of edge strips, concealing exposed edges.
I.
At movable partitions, install carpet under partitions without interrupting floor
pattern.
4.04 CLEANING
A. Remove excess adhesive without damage, from floor, base, and wall surfaces.
B. Clean and vacuum carpet surfaces.
END OF SECTION
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09 6813 - 3
TILE CARPETING
SECTION 09 9000
PAINTING AND COATING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints and other coatings.
C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully
factory-finished and unless otherwise indicated, including the following:
1. Both sides and edges of plywood backboards for electrical and telecom
equipment before installing equipment.
D. Do Not Paint or Finish the Following Items:
1. Items fully factory-finished unless specifically so indicated; materials and
products having factory-applied primers are not considered factory finished.
2. Items indicated to receive other finishes.
3. Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and
operating parts of equipment.
5. Floors, unless specifically so indicated.
6. Ceramic and other tiles.
7. Brick, architectural concrete, cast stone, integrally colored plaster and
stucco.
8. Glass.
9. Acoustical materials, unless specifically so indicated.
10. Concealed pipes, ducts, and conduits.
E.
See Schedule - Surfaces to be Finished, at end of Section.
1.02 DEFINITIONS
A. Conform to ASTM D16 for interpretation of terms used in this section.
1.03 REFERENCE STANDARDS
A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards
for Architectural Coatings; U.S. Environmental Protection Agency.
B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and
Applications.
C. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement
of Wood and Wood-Base Materials.
1.04 DEFINITIONS
A. Conform to ASTM D 16 for interpretation of terms used in this section.
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09 9000 - 1
PAINTING AND COATING
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on all finishing products, including VOC content.
C. Samples: Submit two painted samples, illustrating selected colors and textures
for each color and system selected with specified coats cascaded. Submit on
manufacturer recommended sample backing, 8-1/2 x 11 inch in size.
D. Certification: By manufacturer that all paints and coatings comply with VOC
limits specified.
E.
Manufacturer's Instructions: Indicate special surface preparation procedures.
F.
Maintenance Data: Submit data on cleaning, touch-up, and repair of painted and
coated surfaces.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the
products specified, with minimum three years documented experience.
B. Applicator Qualifications: Company specializing in performing the type of work
specified with minimum five years experience.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify
acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot
number, brand code, coverage, surface preparation, drying time, cleanup
requirements, color designation, and instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a
maximum of 90 degrees F, in ventilated area, and as required by manufacturer's
instructions.
1.08 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the
temperature ranges required by the paint product manufacturer.
B. Follow manufacturer's recommended procedures for producing best results,
including testing of substrates, moisture in substrates, and humidity and
temperature limitations.
C. Do not apply exterior coatings during rain or snow, or when relative humidity is
outside the humidity ranges required by the paint product manufacturer.
D. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors;
50 degrees F for exterior; unless required otherwise by manufacturer's
instructions.
E.
Provide lighting level of 80 ft candles measured mid-height at substrate surface.
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09 9000 - 2
PAINTING AND COATING
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the
same manufacturer; no exceptions.
B. Paints: Walls, Doors & Frames, Trim, etc.
1. Base Manufacturer: Benjamin Moore & Co: www.benjaminmoore.com..
C. Transparent Finishes: Concrete Sealer
1. Base Manufacturer: Benjamin Moore & Co: www.benjaminmoore.com..
D. Substitutions: See Section 01 6000 - Product Requirements.
2.02 PAINTS AND COATINGS - GENERAL
A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed
coating.
1. Provide paints and coatings of a soft paste consistency, capable of being
readily and uniformly dispersed to a homogeneous coating, with good flow
and brushing properties, and capable of drying or curing free of streaks or
sags.
2. Supply each coating material in quantity required to complete entire
project's work from a single production run.
3. Do not reduce, thin, or dilute coatings or add materials to coatings unless
such procedure is specifically described in manufacturer's product
instructions.
B. Primers: Where the manufacturer offers options on primers for a particular
substrate, use primer categorized as "best" by the manufacturer.
C. Volatile Organic Compound (VOC) Content:
1. Provide coatings that comply with the most stringent requirements specified
in the following:
a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission
Standards for Architectural Coatings.
2. Determination of VOC Content: Testing and calculation in accordance with
40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint
base and water added at project site; or other method acceptable to
authorities having jurisdiction.
D. Colors: As indicated on drawings
E.
Paint Systems: Based on Sherwin-Williams coatings. (Tel: (800) 321-819 Web:
www.sherwin-williams.com)
2.03 PAINT SYSTEMS - INTERIOR
A. CONCRETE: (Floors)
1. Epoxy System (Water Base)
a. Gloss Finish
1) Primer: S-W ArmorSeal® Floor-Plex 7100 Primer, B70W410
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PAINTING AND COATING
2)
3)
(5 mils wet, 2 mils dry)
1st Coat: S-W ArmorSeal® Floor-Plex 7100, B70-400 Series
2nd Coat: S-W ArmorSeal® Floor-Plex 7100, B70-400 Series
(1.5-2 mils dry per coat)
B. NON-FERROUS METAL: (Galvanized/Aluminum)
1. Latex Systems
a. Semi-Gloss Finish
1) Primer: Pro Industrial Pro-Cryl Universal Primer, B66-310 Series
2) 1st coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series
3) 2nd coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series
C. FERROUS METAL: (Structural Steel Columns, Joists, Trusses, Beams, Miscellaneous
& Ornamental Iron, Structural Iron, Ferrous Metal)
1. Latex Systems
a. Semi-Gloss Finish
1) Primer: Pro Industrial Pro-Cryl Universal Primer, B66-310 Series
2) 1st coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series
3) 2nd coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series
D. WOOD: (Walls, Ceilings, Doors, Trim, Cabinet Work, Partitions, Frames [Including
Oak, Birch, Poplar, Southern Pine, Douglas Fir, Cedar, Redwood])
1. Latex Systems
a. Semi-Gloss Finish
1) Primer: PrepRite ProBlock® Latex Primer/Sealer B51 Series
2) 1st coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series
3) 2nd coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series
E.
WOOD: (Composition Board, Hardboard, Pine, Yellow Pine, Pressed Board,
Particle Board)
1. Latex Systems
a. Semi-Gloss Finish
1) Primer: S-W PrepRite® Classic Primer, B28W101
2) 1st Coat: S-W ProMar® 200 Latex Semi-Gloss, B31W2200 Series
3) 2nd Coat: S-W ProMar® 200 Latex Semi-Gloss, B31W2200 Series
F.
DRYWALL (Walls, Ceilings, Gypsum Board, Wood Pulp Board, Plaster Board, etc.)
1. Latex Systems
a. Eggshell Finish
1) Primer: ProMar 200 Zero VOC Latex Primer, B28W2600
2) 1st Coat: ProMar 200 Zero VOC Interior Latex Eg-Shel B26-2600
Series
3) 2nd Coat: ProMar 200 Zero VOC Interior Latex Eg-Shel B26-2600
Series
b. Flat Finish
1) Primer: ProMar 200 Zero VOC Latex Primer, B28W2600
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09 9000 - 4
PAINTING AND COATING
2)
3)
1st coat: ProMar 200 Zero VOC Interior Latex Flat, B30-2600 Series
2nd coat: ProMar 200 Zero VOC Interior Latex Flat, B30-2600 Series
G. ARCHITECTURAL FIBERGLASS, PVC, PLASTIC
1. Latex Systems (apply test patch to check for compatibility & adhesion)
a. Semi-Gloss Finish
1) Primer: S-W Prep-Rite Bonding Primer, B51W50
2) 1st Coat: S-W ProMar® 200 Latex Semi-Gloss, B31W2200 Series
3) 2nd Coat: S-W ProMar® 200 Latex Semi-Gloss, B31W2200 Series
2.04 ACCESSORY MATERIALS
A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths,
sanding materials, and clean-up materials required to achieve the finishes
specified whether specifically indicated or not; commercial quality.
B. Patching Material: Latex filler.
C. Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin application of coatings until substrates have been properly
prepared.
B. Verify that surfaces are ready to receive work as instructed by the product
manufacturer.
C. Examine surfaces scheduled to be finished prior to commencement of work.
Report any condition that may potentially affect proper application.
D. If substrate preparation is the responsibility of another installer, notify Ammon
Heisler Sachs architects of unsatisfactory preparation before proceeding.
E.
Test shop-applied primer for compatibility with subsequent cover materials.
F.
Measure moisture content of surfaces using an electronic moisture meter. Do
not apply finishes unless moisture content of surfaces are below the following
maximums:
1. Gypsum Wallboard: 12 percent.
2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent.
3. Interior Wood: 15 percent, measured in accordance with ASTM D4442.
4. Concrete Floors and Traffic Surfaces: 8 percent.
3.02 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to coating application.
B. Prepare surfaces using the methods recommended by the manufacturer for
achieving the best result for the substrate under the project conditions.
C. Remove surface appurtenances, including electrical plates, hardware, light
fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing.
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PAINTING AND COATING
D. Surfaces: Correct defects and clean surfaces which affect work of this section.
Remove or repair existing coatings that exhibit surface defects.
E.
Seal surfaces that might cause bleed through or staining of topcoat.
F.
Remove mildew from impervious surfaces by scrubbing with solution of
tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to
dry.
G. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar,
scale, salt or alkali powder, and other foreign matter. Remove oil and grease with
a solution of tri-sodium phosphate; rinse well and allow to dry. Remove stains
caused by weathering of corroding metals with a solution of sodium metasilicate
after thoroughly wetting with water. Allow to dry.
H. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound.
Spot prime defects after repair.
I.
Asphalt, Creosote, or Bituminous Surfaces to be Painted: Remove foreign
particles to permit adhesion of finishing materials. Apply latex based sealer or
primer.
J.
Concrete Floors and Traffic Surfaces to be Painted: Remove contamination, acid
etch, and rinse floors with clear water. Verify required acid-alkali balance is
achieved. Allow to dry.
K. Galvanized Surfaces to be Painted: Remove surface contamination and oils and
wash with solvent. Apply coat of etching primer.
L.
Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill
scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident,
remove by hand wire brushing or sandblasting; clean by washing with solvent.
Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and
nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs.
M. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove
loose primer and rust. Feather edges to make touch-up patches inconspicuous.
Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire
shop-primed item.
N. Interior Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to
priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes
and cracks after primer has dried; sand between coats. Back prime concealed
surfaces before installation.
O. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces.
3.03 APPLICATION
A. Apply products in accordance with manufacturer's instructions.
B. Where adjacent sealant is to be painted, do not apply finish coats until sealant is
applied.
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PAINTING AND COATING
C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry
before next coat is applied.
D. Apply each coat to uniform appearance.
E.
Sand wood and metal surfaces lightly between coats to achieve required finish.
F.
Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and
particles just prior to applying next coat.
G. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and
fittings removed prior to finishing.
3.04 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and
electrical components and paint separately.
B. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and
fittings removed prior to finishing.
3.05 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for field
inspection.
3.06 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal
containers, and remove daily from site.
3.07 PROTECTION
A. Protect finished coatings until completion of project.
B. Touch-up damaged coatings after Substantial Completion.
3.08 SCHEDULE - SURFACES TO BE FINISHED
A. Do Not Paint or Finish the Following Items:
1. Items fully factory-finished unless specifically noted.
2. Fire rating labels, equipment serial number and capacity labels.
B. Paint the surfaces described in PART 2, Paint Systems Articles.
C. Mechanical and Electrical: Use paint systems defined for the substrates to be
finished.
1. Paint all insulated and exposed pipes occurring in finished areas to match
background surfaces, unless otherwise indicated.
2. Paint shop-primed items occurring in finished areas.
3. Paint interior surfaces of air ducts and convector and baseboard heating
cabinets that are visible through grilles and louvers with one coat of flat
black paint to visible surfaces.
4. Paint dampers exposed behind louvers, grilles, and convector and baseboard
cabinets to match face panels.
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PAINTING AND COATING
D. Paint both sides and edges of plywood backboards for electrical and telephone
equipment before installing equipment.
END OF SECTION
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09 9000 - 8
PAINTING AND COATING
SECTION 10 2800
TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Accessories for toilet rooms, showers, and utility rooms.
B. Electric hand/hair dryers.
C. Grab bars.
1.02 RELATED REQUIREMENTS
A. Section 06100-Rough Carpentry: Concealed supports for accessories, including in
wall framing and plates and above ceiling framing.
1.03 REFERENCE STANDARDS
A. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic
Stainless Steel Sheet, Strip, Plate, and Flat Bar.
B. ASTM C1036 - Standard Specification for Flat Glass.
C. ASTM C1503 - Standard Specification for Silvered Flat Glass Mirror.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on accessories describing size, finish, details of
function, attachment methods.
1.05 COORDINATION
A. Coordinate the work with the placement of internal wall reinforcement,
concealed ceiling supports, and reinforcement of toilet partitions to receive
anchor attachments.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. As specificed on drawings.
B. Substitutions: Not permitted.
2.02 MATERIALS
A. Accessories - General: Shop assembled, free of dents and scratches and
packaged complete with anchors and fittings, steel anchor plates, adapters, and
anchor components for installation.
1. Grind welded joints smooth.
2. Fabricate units made of metal sheet of seamless sheets, with flat surfaces.
B. Keys: Provide 3 keys for each accessory to M&T Bank; master key all lockable
accessories.
C. Stainless Steel Sheet: ASTM A666, Type 304.
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ACCESSORIES
10 2800 - 1
TOILET, BATH, AND LAUNDRY
D. Mirror Glass: Float glass, ASTM C1036 Type I, Class 1, Quality Q2, with silvering,
protective and physical characteristics complying with ASTM C1503.
E.
Adhesive: Two component epoxy type, waterproof.
F.
Fasteners, Screws, and Bolts: Hot dip galvanized, tamper-proof, security type.
2.03 FINISHES
A. Stainless Steel: No. 4 satin brushed finish, unless otherwise noted.
2.04 TOILET ROOM ACCESSORIES
2.05 UTILITY ROOM ACCESSORIES
A. Combination Utility Shelf/Mop and Broom Holder: 0.05 inch thick stainless steel,
Type 304, with 1/2 inch returned edges, 0.06 inch steel wall brackets.
1. Length: Manufacturer's standard length for number of holders/hooks.
2. Product: B-239 x 34 manufactured by Bobrick.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify exact location of accessories for installation.
3.02 PREPARATION
A. Deliver inserts and rough-in frames to site for timely installation.
B. Provide templates and rough-in measurements as required.
3.03 INSTALLATION
A. Install accessories in accordance with manufacturers' instructions.
B. Install plumb and level, securely and rigidly anchored to substrate.
C. Mounting Heights and Locations: As required by accessibility regulations and as
indicated on drawings.
END OF SECTION
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ACCESSORIES
10 2800 - 2
TOILET, BATH, AND LAUNDRY
SECTION 10 4400
FIRE PROTECTION SPECIALTIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fire extinguishers.
B. Fire extinguisher cabinets.
C. Accessories.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Wood blocking product and execution
requirements.
B. Section 09 9000 - Painting and Coating: Field paint finish.
1.03 REFERENCE STANDARDS
A. NFPA 10 - Standard for Portable Fire Extinguishers.
B. UL (FPED) - Fire Protection Equipment Directory; Underwriters Laboratories Inc..
1.04 PERFORMANCE REQUIREMENTS
A. Conform to NFPA 10.
B. Provide extinguishers classified and labeled by Underwriters Laboratories Inc. for
the purpose specified and indicated.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate cabinet physical dimensions and location.
C. Product Data: Provide extinguisher operational features.
D. Manufacturer's Installation Instructions: Indicate special criteria and wall
opening coordination requirements.
E.
Manufacturer's Certificate: Certify that products meet or exceed specified
requirements.
F.
Maintenance Data: Include test, refill or recharge schedules and re-certification
requirements.
1.06 FIELD CONDITIONS
A. Do not install extinguishers when ambient temperature may cause freezing of
extinguisher ingredients.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Fire Extinguishers:
1. Ansul, Inc; Red Line: www.ansul.com.
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10 4400 - 1
FIRE PROTECTION SPECIALTIES
2.
3.
4.
Pyro-Chem: www.pyrochem.com.
Larsen's Manufacturing Co; Product Model MP5-A: www.larsensmfg.com.
Substitutions: See Section 01 6000 - Product Requirements.
B. Fire Extinguisher Cabinets and Accessories:
1. Ansul, Inc.: www.ansul.com.
2. Larsen's Manufacturing Co; Product 2409-R3: www.larsensmfg.com.
3. Pyro-Chem: www.pyrochem.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
2.02 FIRE EXTINGUISHERS
A. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and
applicable codes, whichever is more stringent.
1. Provide extinguishers labeled by UL for the purpose specified and indicated.
B. Dry Chemical Type Fire Extinguishers: Stainless steel tank, with pressure gage.
1. Size and classification as scheduled.
2. Finish: Baked enamel, red color.
2.03 FIRE EXTINGUISHER CABINETS
A. Metal: Formed galvanized steel sheet; 0.036 inch thick base metal.
B. Cabinet Configuration: "Horizontal Duo", Flat trim, Recessed type.
1. Sized to accommodate accessories.
2. Interior nominal dimensions of 24 inch wide x 9-1/2 inch high x 5 inch deep.
C. Door Glazing: Glass, clear, 1/8 inch thick float. Set in resilient channel gasket
glazing.
D. Cabinet Mounting Hardware: Appropriate to cabinet. Pre-drill for anchors.
E.
Finish of Cabinet Exterior: White enamel.
F.
Finish of Cabinet Interior: White enamel.
2.04 ACCESSORIES
A. Extinguisher Brackets: Formed steel, galvanized and enamel finished.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify rough openings for cabinet are correctly sized and located.
C. Verify location as required by local fire marshall
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install cabinets plumb and level in wall openings, per ADA Accessibility Guidelines
(ADAAG) (1991, as amended through 2002) mount 48" for "Front Approach", or
54" for "Side Approach" from finished floor to centerline of cabinet handle.
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10 4400 - 2
FIRE PROTECTION SPECIALTIES
C. Secure rigidly in place.
D. Place lobby extinguishers and accessories in cabinets; back of house extinguishers
and accessories on wall brackets.
END OF SECTION
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10 4400 - 3
FIRE PROTECTION SPECIALTIES
SECTION 10 5617
WALL MOUNTED STANDARDS AND SHELVING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Shelf standards, brackets, and accessories.
B. Shelves.
C. See drawings for locations and configurations.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Wood blocking in walls for attachment of
standards.
B. Section 06 2000 - Finish Carpentry: Wood shelves.
C. Section 09 2116 - Gypsum Board Assemblies: Blocking in metal stud walls for
attachment of standards.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's data sheets on each product to be used.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products
specified in this section, with not less than three years of documented
experience.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Store products under cover and elevated above grade.
B. Store products in manufacturer's unopened packaging until ready for installation.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Shelf Standards and Brackets:
1. Knape & Vogt Manufacturing Company : www.knapeandvogt.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
B. Shelves:
2.02 MATERIALS
A. Heavy Duty Shelf Standards: Double-slotted channel standards for brackets
adjustable in 1 inch increments along entire length of standard, drilled and
countersunk for screws.
1. Acceptable Product: K&V 85.
2. Load Capacity: Recommended by manufacturer for loading of 300 to 680
pounds per pair of standards.
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SHELVING
10 5617 - 1
WALL MOUNTED STANDARDS AND
3.
4.
5.
Finish: Powder-coated, white; provide screws with matching heads.
Brackets: Double tab type, locking into slots; size to suit shelves; same finish
as standards.
Bracket Quantity: Provide one bracket for each 12 inches of standard length.
B. Wood Shelves: Solid board shelves, sanded with veneer edges.
1. Thickness: 3/4 inch, nominal.
2. Finish: Paint, Semi-gloss finish.
C. Fasteners: Screws as recommended by manufacturer for intended application or
as otherwise required by project conditions.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for
achieving the best result for the substrate under the project conditions.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Mount standards to solid backing capable of supporting intended loads.
C. Install brackets, shelving, and accessories.
3.04 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Substantial Completion.
END OF SECTION
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SHELVING
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WALL MOUNTED STANDARDS AND
SECTION 11 3100
RESIDENTIAL APPLIANCES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Kitchen appliances.
1.02 RELATED REQUIREMENTS
A. Section 22 1005 - Plumbing Piping: Plumbing connections for appliances.
B. Section 26 2717 - Equipment Wiring: Electrical connections for appliances.
1.03 REFERENCE STANDARDS
A. UL (EAUED) - Electrical Appliance and Utilization Equipment Directory;
Underwriters Laboratories Inc..
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's data indicating dimensions, capacity, and
operating features of each piece of residential equipment specified.
C. Copies of Warranties: Submit manufacturer warranty and ensure that forms
have been completed in M&T Bank's name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products
specified in this section, with not less than three years of documented
experience.
B. Electric Appliances: Listed and labeled by UL and complying with NEMA
standards.
1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide one (1) year manufacturer warranty on refrigeration system of
refrigerators.
C. Provide ten (10) year manufacturer warranty on magnetron tube of microwave
ovens.
PART 2 PRODUCTS
2.01 KITCHEN APPLIANCES
A. Refrigerator : Free-standing, top-mounted freezer, frost-free.
1. Capacity: Total minimum storage of 18 cubic ft; minimum 15 percent freezer
capacity.
2. Energy Usage: Minimum 20 percent more energy efficient than energy
efficiency standards set by DOE.
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RESIDENTIAL APPLIANCES
3.
4.
5.
Features: Include glass shelves and automatic icemaker.
Finish: Porcelain enameled steel, color white.
Manufacturers:
a. GE Appliances; Product Model#: GTN18CBEWW:
www.geappliances.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
B. Microwave : Countertop.
1. Capacity: 1.6 cubic ft.
2. Power: 1200 watts.
3. Features: Include turntable.
4. Finish: White.
5. Manufacturers:
a. Whirlpool Corp; Product WMC30516AW: www.whirlpool.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify utility rough-ins are present and correctly located.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Anchor built-in equipment in place.
3.03 ADJUSTING
A. Adjust operating equipment to efficient operation.
3.04 CLEANING
A. Remove packing materials from equipment.
B. Wash and clean equipment.
END OF SECTION
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RESIDENTIAL APPLIANCES
SECTION 12 2400
WINDOW SHADES
PART 1 GENERAL
2.01 SECTION INCLUDES
A. Window shades and accessories.
2.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Concealed wood blocking for attachment of
headrail brackets.
B. Section 09 2116 - Gypsum Board Assemblies: Substrate for window shade
systems.
2.03 REFERENCE STANDARDS
A. NFPA 701 - Standard Methods of Fire Tests for Flame Propagation of Textiles and
Films.
B. WCMA A100.1 - Safety of Corded Window Covering Products; Window Covering
Manufacturers Association. (ANSI/WCMA A101.1)
2.04 ADMINISTRATIVE REQUIREMENTS
A. Sequencing:
1. Do not fabricate shades until field dimensions for each opening have been
taken.
2. Do not install shades until final surface finishes and painting are complete.
2.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturer's standard catalog pages and data sheets
including materials, finishes, fabrication details, dimensions, profiles, mounting
requirements, and accessories.
C. Shop Drawings: Include shade schedule indicating size, location and keys to
details.
D. Source Quality Control Submittals: Provide test reports indicating compliance
with specified fabric properties.
E.
Manufacturer's Instructions: Include instructions for storage, handling,
protection, examination, preparation, and installation of product.
F.
Operation and Maintenance Data: List of all components with part numbers,
sources of supply, and operation and maintenance instructions; include copy of
shop drawings.
G. Warranty: Submit sample of manufacturer's warranty and documentation of
final executed warranty completed in M&T Bank's name and registered with
manufacturer.
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WINDOW SHADES
2.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products
specified in this section, with not less than five years of documented experience.
B. Installer Qualifications: Company specializing in performing work of this type
with minimum three years of documented experience.
2.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver shades in manufacturer's unopened packaging, labeled to identify each
shade for each opening.
B. Handle and store shades in accordance with manufacturer's recommendations.
2.08 FIELD CONDITIONS
PART 2 PRODUCTS
3.01 MANUFACTURERS
A. Manually Operated Roller Shades:
1. SWFContract: www.swfcontract.com.
2. Substitutions: Not permitted.
3.02 WINDOW SHADE APPLICATIONS
A. Shades at perimeter office glazing: Solar shades.
1. Type: Roller shades.
2. Fabric: Sheerweave 2705.
3. Color: P3275 Oyster/Charcoal.
4. Mounting: Inside (between jambs).
5. Operation: Manual.
3.03 ROLLER SHADES
A. Roller Shades: Fabric roller shades complete with mounting brackets, roller
tubes, hembars, hardware and accessories; fully factory-assembled.
1. Drop: Regular roll.
2. Size: As indicated on drawings.
B. Fabric: Non-flammable, color-fast, impervious to heat and moisture, and able to
retain its shape under normal operation; PVC-free.
1. Solar Shades: Reduce glare yet still reveal considerable details to the
outside; no privacy; Openness Factor equal to 5 percent.
2. Flammability: Pass NFPA 701 large and small tests.
C. Roller Tube: As required for type of operation, extruded aluminum with end
caps.
1. Fabric Attachment: Utilize head-welded fabric spline.
D. Hembars and Hembar Pockets: Wall thickness designed for weight requirements
and adaptation to uneven surfaces, to maintain bottom of shade straight and flat.
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WINDOW SHADES
E.
Manual Operation: Clutch operated continuous loop; beaded ball chain meeting
WCMA A100.1.
3.04 ACCESSORIES
A. Brackets and Mounting Hardware: As recommended by manufacturer for
mounting configuration and span indicated.
B. Fasteners: Non-corrosive, and as recommended by shade manufacturer.
3.05 FABRICATION
A. Field measure finished openings prior to ordering or fabrication.
B. Fabricate shades to fit openings within specified tolerances.
1. Vertical Dimensions: Fill openings from head to sill with 1/2 inch space
between bottom bar and window stool.
2. Horizontal Dimensions - Inside Mounting: Fill openings from jamb to jamb.
C. Dimensional Tolerances: As recommended in writing by manufacturer.
D. At openings requiring continuous multiple shade units with separate rollers,
locate roller joints at window mullion centers; butt rollers end-to-end.
PART 3 EXECUTION
4.01 EXAMINATION
A. Examine finished openings for deficiencies that may preclude satisfactory
installation.
B. Start of installation shall be considered acceptance of substrates.
4.02 PREPARATION
A. Prepare surfaces using methods recommended by manufacturer for achieving
best result for substrate under the project conditions.
B. Coordinate with window installation and placement of concealed blocking to
support shades.
4.03 INSTALLATION
A. Install in accordance with manufacturer's instructions and approved shop
drawings, using mounting devices as indicated.
B. Installation Tolerances:
1. Maximum Offset From Level: 1/16 inch.
C. Adjust level, projection and shade centering from mounting bracket. Verify there
is no telescoping of shade fabric. Ensure shades for smooth operation.
4.04 CLEANING
A. Clean soiled shades and exposed components as recommended by manufacturer.
B. Replace shades that cannot be cleaned to "like new" condition.
4.05 PROTECTION
A. Protect installed products from subsequent construction operations.
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WINDOW SHADES
B. Touch-up, repair or replace damaged products before Substantial Completion.
END OF SECTION
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WINDOW SHADES