indianapolis housing agency

Transcription

Interior Construction
Specifications
INDIANAPOLIS
HOUSING AGENCY
1919 N. Meridian St
Indianapolis, Indiana 46202
Brenner Design
620 N. Delaware St
Indianapolis, Indiana 46204
317.262.1220
INDIANAPOLIS HOUSING AGENCY
1919 N. MERIDIAN ST.
INDIANAPOLIS, IN 46202
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CONSTRUCTION SPECIFICATION
TABLE OF CONTENTS
DIVISION 00
FORMS
GENERAL INFORMATION, BIDDING REQUIREMENTS, CONDITIONS,
FORMS TO BE COMPLETED BY SUCCESSFUL BIDDER FOR PROJECT COMPLETION:
AIA G704
CERTIFICATE OF SUBSTANTIAL COMPLETION
AIA G715
ATTACHMENT FOR CERTIFICATE OF INSURANCE
AIA G805
SUBCONTRACTOR LIST SUBMITTAL FORM
AIA A103
ABBREVIATED STANDARD FORM OF AGREEMENT
BETWEEN OWNER AND CONTRACTOR – LIMITED
SCOPE – STIPULATED SUM
EXHIBIT “A” GENERAL CONDITIONS ITEMIZATION
EXHIBIT “B” PROJECT SCHEDULE
AIA A201 GENERAL CONDITIONS OF THE CONTRACT
DIVISION 00
PROCUREMENT & CONTRACTING REQUIREMENTS
00 01 05
00 63 13
00 63 16
00 63 33
01 31 19
01 62 11
DIVISION 01
GENERAL REQUIREMENTS
01 11 00
01 26 00
01 29 00
01 31 13
01 33 00
01 42 00
01 43 00
01 60 00
01 73 29
01 77 00
01 78 23
01 78 39
DIVISION 02
SUMMARY OF WORK
CONTRACT MODIFICATION PROCEDURES
PAYMENT PROCEDURES
PROJECT COORDINATION
SUBMITTAL PROCEDURES
REFERENCES
QUALITY ASSURANCE
PRODUCT REQUIREMENTS
CUTTING & PATCHING
CLOSEOUT PROCEDURES
OPERATIONS & MAINTENANCE DATA
PROJECT RECORD DOCUMENTS
EXISTING CONDITIONS
02 41 19
DIVISION 06
CERTIFICATIONS PAGE
REQUEST FOR INFORMATION (RFI) FORM
REQUEST FOR INFORMATION (RFI) LOG
ARCHITECT’S SUPPLEMENTAL INSTRUCTION (ASI) LOG
MEETING MINUTES FORM
SUBMITTAL LOG
SELECTIVE STRUCTURAL DEMOLITION
WOOD, PLASTIC & COMPOSITES
06 41 16
06 10 00
PLASTIC LAMINATE ARCHITECTURAL CABINETS
ROUGH CARPENTRY
DIVISION 07
THERMAL & MOISTURE PROTECTION
07 21 00
07 92 00
DIVISION 08
GYPSUM BOARD ASSEMBLIES
ACOUSTICAL PANEL CEILINGS
RESILIENT FLOORING
RESILIENT BASE AND ACCESSORIES
CARPET TILE
SHEET CARPETING
VINYL WALLCOVERING
INTERIOR PAINTING
SPECIALTIES
10 44 00
DIVISION 21
FLUSH WOOD DOORS
HOLLOW METAL FRAMES
DOOR HARDWARE
FINISHES
09 21 16
09 51 13
09 65 00
09 65 13
09 68 13
09 68 16
09 72 16
09 91 23
DIVISION 10
THERMAL INSULATION
JOINT SEALANTS
OPENINGS
08 14 16
08 11 13
08 71 00
DIVISION 09
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CONSTRUCTION SPECIFICATION
FIRE PROTECTION SPECIALTIES
FIRE SUPRESSION – BY DESIGN BUILD CONTRACTOR
DIVISION 23 HEATING, VENTILATION, & AIR CONDITIONING – BY DESIGN-BUILD
CONTRACTOR
23 05 93
23 37 00
DIVISION 26
TESTING, ADJUSTING & BALANCING
AIR OUTLETS & INLETS
ELECTRICAL – BY DESIGN-BUILD CONTRACTOR
26 05 00
26 27 26
26 50 00
GENERAL PROVISIONS/ELECTRICAL
SWITCHES & RECEPTACLES
LIGHTING FIXTURES
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CONSTRUCTION SPECIFICATIONS
SECTION 01 11 00 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A.
Drawings and general provisions of Contract, including General and Supplementary Conditions and all
Specification Sections, apply to this Section.
1.2 PROJECT DESCRIPTION
A. The Project consists of the interior renovation of 13,540-sf of existing office space for The Indianapolis
Housing Agency in Indianapolis, Indiana as shown on the Construction Documents prepared by Brenner
Design Incorporated dated 3 Jan 14 and 4 Aug 14.
1.3 RELATED WORK
A. All Mechanical, Electrical Plumbing and Fire Suppression System Work as required for the Work indicated
on the Contract Documents shall be provided by Design-Build Contractors. The General Contractor shall
coordinate and schedule the Work of the Design-Build Contractors as required.
1. The Design-Build Contractors shall provide all engineering services required including
professional certifications, Code compliance, all document submissions to all authorities
having jurisdiction and all required inspections in compliance with the Project Schedule
and as required for complete and operable systems.
1.4 WORK UNDER OTHER CONTRACTS
A. The Owner will provide and install telecommunication-security-signal systems, entry door keypads,
security cameras and bank equipment under separate contracts with the vendors for this equipment. The
General Contractor shall coordinate the Work required for these installations as indicated on the Contract
Documents and schedule this Work for completion in accordance with the Project Schedule. The DesignBuild Contractors shall provide the miscellaneous items such as conduit, electrical boxes and rough-in
Work as required for the installation of the Owner-provided equipment indicated on the Drawings.
B. The Owner will provide and install all loose furniture under separate contract with the furniture vendor
and installer. The General Contractor shall coordinate with the furniture vendor and installer to properly
schedule the installation in the Project Schedule. The furniture vendor shall receive all furniture shipments,
check for damage and file damage claims as required. The Design-Build Contractors shall provide and
install all mechanical and electrical service and connections related to the furniture as indicated on the
Contract Documents.
1.5 WORK SEQUENCE
A.
The Work shall be conducted in phases to provide the least possible interference to the activities of the
surrounding facilities. The Work shall be completed according to the Project Schedule or earlier.
B.
All Sub-Contractor(s) and General Contractor shall cooperate with each other and all others under
separate contract with the Owner. A Construction Schedule shall be maintained in current condition at
all times by General Contractor.
SUMMARY OF WORK
01 11 00 - 1
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C.
The General Contractor and Sub-Contractor(s) shall, as the Work progresses, remove and dispose from
the premises all debris and materials occasioned by their construction scope and shall keep and leave the
building and premises clean on a daily basis. The General Contractor is responsible for compliance with
this requirement.
D.
Where present construction Work, present services of mechanical and electrical service and other utilities
are shown in the Contract Documents, the Drawings have been prepared from drawings provided by
Owner. It is the Design-Build Contractor's responsibility before submitting a bid to verify all conditions
and, if any discrepancies occur, the General Contractor shall notify the Architect before the bids are
submitted, as no extra costs will be allowed for such Work required to provide a finished space useable
for its intended purpose as described in the Contract Documents.
E.
Protection of Existing Materials, Equipment and Finishes:
1.
2.
3.
All existing materials, equipment and finishes shall be protected from damage by construction
operations and from the elements and freezing during the entire period of construction operations.
Existing equipment, and related materials that can not be removed or relocated to accommodate
the new construction Work shall be protected.
a. Protected means covering with canvas tarps, dust partitions, visqueen and/or the construction
of temporary plywood or gypsum board covers or enclosures around such equipment as
required.
b. Consult with the Architect as to type and extent of such protection as may be required.
Any materials, equipment, or finishes damaged during construction operations shall be satisfactorily
repaired, or replaced with new materials, equipment or finish.
1.6 CONTRACTOR USE OF PREMISES
A.
General: Use of the Premises shall be limited to construction activities in the areas indicated on the
Drawings and Contractors shall allow for safe Owner access to the areas of construction activities.
1.
2.
Confine operations to areas within Contract Limits indicated on the Drawings. Portions of the
building beyond areas in which construction operations are indicated are not to be disturbed.
Keep all driveways, entrances and public spaces serving the premises clear and available to the
public and the Owner at all times. Do not use any exterior areas for parking or storage of materials.
Schedule deliveries to minimize space and time requirements for storage of materials and
equipment prior to installation.
PART 2 – PRODUCTS (NOT APPLICABLE)
PART 3 - EXECUTION (NOT APPLICABLE)
END OF SECTION 01 11 00
SUMMARY OF WORK
01 11 00 - 2
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SECTION 01 26 00 – CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
This Section specifies administrative and procedural requirements for handling and processing
Contract modifications.
MINOR CHANGES IN THE WORK
A.
1.3
Architect will issue supplemental instructions authorizing Minor Changes in the Work, not
involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710,
"Architect's Supplemental Instructions (ASI)” incorporated herein by this reference.
PROPOSAL REQUESTS
A.
Owner/Architect-Initiated Proposal Requests: Owner/Architect will issue a detailed description of
proposed changes in the Work that may require adjustment to the Contract Scope, Sum or Time.
If necessary, the description will include supplemental or revised Drawings and Specifications
prepared by Architect.
1.
2.
Proposal Requests issued by Owner/Architect are for information only. Do not consider
them instructions either to stop Work in progress or to execute the proposed change.
Within the time specified in Proposal Request after receipt of Proposal Request, SubContractor will submit to General Contractor a quotation estimating adjustments to the
Contract Sum and the Contract Time necessary to execute the change. General Contractor
will combine and coordinate Sub-Contractor proposals and propose a unified change to the
Construction Schedule.
a.
b.
c.
d.
B.
Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
Include costs of labor and supervision directly attributable to the change.
Include a proposed update to General Contractor’s Construction Schedule that
indicates the effect of the change, including, but not limited to, changes in activity
duration, start and finish times, and activity relationship. Use available total float
before requesting an extension of the Contract Time.
Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to SubContracts, Contractor may propose changes in conjunction with the review and approval of the
Owner and Architect.
1.
In a submittal to Owner/Architect: include a statement outlining reasons for the change and
the effect of the change on the Work. Provide a complete description of the proposed
01 26 00 - 1
2.
3.
4.
5.
6.
C.
1.4
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change. Indicate the effect of the proposed change on the Contract Sum and the Contract
Time. Individual requests from Sub-Contractors will not be reviewed. All proposals must
meet all aspects of these specifications including thorough coordination by the General
Contractor.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
Include an updated General Contractor’s Construction Schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
Comply with requirements in Division 1 Section "Product Requirements" if the proposed
change requires substitution of one product or system for product or system specified.
Proposal Request Form: Use forms acceptable to Owner and Architect. Submit a minimum of
two copies to Contractor plus one copy each to Owner and Architect.
CHANGE ORDER PROCEDURES
A.
1.5
Upon signed approval of a Proposal Request by the Architect and Owner, the General Contractor
will issue a signed Change Order.
CONSTRUCTION CHANGE DIRECTIVE
A.
Construction Change Directive: General Contractor may, at their own risk, issue a Construction
Change Directive. Construction Change Directive instructs Sub-Contractors to proceed with a
change in the Work, for subsequent inclusion in a Change Order.
1.
B.
Construction Change Directive contains a complete description of change in the Work. It
also designates method(s) to be followed to determine change in the Contract Sum or the
Contract Time.
Documentation: General Contractor will maintain detailed records on a time and material basis of
Work required by the Construction Change Directive.
1.
After completion of change, Sub-Contractor will submit an itemized account and
supporting data necessary to substantiate cost and time adjustments to the Contract.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
01 26 00 - 2
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SECTION 01 29 00 - PAYMENT PROCEDURES
GENERAL
1.
RELATED DOCUMENTS
A.
2.
Drawings and general provisions of Contract, including General and Supplementary Conditions
and other Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
3.
This Section specifies administrative and procedural requirements necessary for the preparation and
processing of Applications for Payment.
SCHEDULE OF VALUES
A.
Coordination: Sub-Contractors and Design-Build Contractors shall prepare a Schedule of Values
for their individual Work scope and coordinate their Work with the Project Schedule of Values
prepared and maintained by the Contractor. A cost-loaded CPM Schedule may serve to satisfy
requirements for the Schedule of Values.
1.
2.
B.
Line items in the Schedule of Values shall be coordinated with other required administrative
forms and schedules, including Application for Payment forms with Continuation Sheets,
Submittals Schedule, and Contractor’s Construction Schedule.
Sub-Contractors shall submit their Schedule of Values to the Contractor at the earliest
possible date, but no later than seven (7) days before the date scheduled for submittal of the
Initial Applications for Payment.
Format and Content: The Project Manual Table of Contents shall be used to establish line items
for the Schedule of Values. Provide at least one line item for each Specification Section.
1.
Identification: Include the following Project identification on the Schedule of Values:
a.
b.
c.
d.
e.
f.
g.
2.
3.
Project name and location.
Name of Architect.
Architect's project number.
Contractor's name and address.
Sub-contractor’s name and address.
Scope of individual Work.
Date of submittal.
Submit draft of AIA Document G703 Continuation Sheets, incorporated herein by this
reference.
Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation
of Applications for Payment and progress reports. Coordinate with the Project Manual
PAYMENT PROCEDURES
01 29 00 - 1
4.
5.
6.
7.
8.
Table of Contents. Provide several line items for principal subcontract amounts, where
appropriate. Include separate line items under required principal subcontracts for operation
and maintenance manuals, punch list activities, Project Record Documents, and
demonstration and training.
Round amounts to nearest whole dollar; total shall equal the Contract Sum.
Provide a separate line item in the Schedule of Values for each part of the Work where
Applications for Payment may include materials or equipment purchased or fabricated and
stored, but not yet installed.
Provide separate line items in the Schedule of Values for initial cost of materials, for each
subsequent stage of completion, and for total installed value of that part of the Work.
Allowances: Provide a separate line item in the Schedule of Values for each allowance.
Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by
measured quantity. Use information indicated in the Contract Documents to determine
quantities.
Each item in the Schedule of Values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
a.
9.
4.
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Temporary facilities and other major cost items that are not direct cost of actual
Work-in-place may be shown either as separate line items in the Schedule of Values or
distributed as general overhead expense, at Sub-contractor's option.
Schedule Updating: Update and resubmit the Schedule of Values before the next
Applications for Payment when Change Orders or Construction Change Directives result in
a change in the Contract Sum.
APPLICATIONS FOR PAYMENT
A.
Each Application for Payment shall be consistent with previous applications and payments as
certified by Contractor and paid for by Owner.
1.
Initial Application for Payment, Application for Payment at time of Substantial Completion,
and final Application for Payment involve additional requirements.
B.
Payment Application Times: The date for each progress payment is indicated in the Agreement
between Owner and Contractor and/ or Owner and Sub-Contractor. The period of construction
Work covered by each Application for Payment is the period indicated in the Agreement.
C.
Payment Application Times: Sub-Contractor’s requests for progress payments shall be submitted
to Contractor by the first day of the month. The period covered by each Application for Payment
is one month, ending on the last day of the month.
D.
Payment Application Forms: Sub-contractor: Use forms provided by Contractor as form for
Applications for Payment.
E.
Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Sub-Contractor. Contractor will return incomplete
applications without action.
PAYMENT PROCEDURES
01 29 00 - 2
1.
2.
F.
2.
3.
4.
Submit partial waivers on each item for amount requested in previous application, after
deduction for retainage, on each item.
When an application shows completion of an item, submit final or full waivers.
Owner and Contractor reserve the right to designate which entities involved in the Work
must submit waivers.
Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner.
Initial Application for Payment: Administrative actions and submittals that must precede or
coincide with submittal of first Application for Payment include the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
I.
Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien
from every Sub-contractor with a Contract or Subcontract over $10,000.
1.
H.
Entries shall match data on the Schedule of Values and Contractor's Construction Schedule.
Use updated schedules if revisions were made.
Include amounts of Change Orders and Construction Change Directives issued before last
day of construction period covered by application.
Transmittal: Submit three (3) signed and notarized original copies of each Application for Payment
to Contractor by a method ensuring receipt within 24 hours. One copy shall include waivers of lien
and similar attachments if required.
1.
G.
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List of sub-subcontractors.
Schedule of Values.
Contractor's Construction Schedule (preliminary if not final).
Schedule of unit prices.
Submittals Schedule (preliminary if not final).
List of Contractor's staff assignments.
List of Contractor's principal consultants.
Copies of building permits.
Copies of authorizations and licenses from authorities having jurisdiction for performance of
the Work.
Initial progress report.
Report of preconstruction conference.
Certificates of insurance and insurance policies.
Pre-Demolition Photographs or videotapes.
Application for Payment at Substantial Completion: After issuing the Certificate of Substantial
Completion, submit an Application for Payment showing 100-percent completion for portion of
the Work claimed as substantially complete.
1.
2.
Include documentation supporting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.
This application shall reflect Certificates of Partial Substantial Completion issued previously
for Owner occupancy of designated portions of the Work.
PAYMENT PROCEDURES
01 29 00 - 3
J.
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Final Payment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Evidence of completion of Project closeout requirements.
Insurance certificates for products and completed operations where required and proof that
taxes, fees, and similar obligations were paid.
Updated final statement, accounting for final changes to the Contract Sum.
AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims"
incorporated herein by this reference.
AIA Document G706A, "Contractor's Affidavit of Release of Liens" incorporated herein by
this reference.
AIA Document G707, "Consent of Surety to Final Payment" incorporated herein by this
reference.
Evidence that claims have been settled.
Final meter readings for utilities, a measured record of stored fuel, and similar data as of date
of Substantial Completion or when Owner took possession of and assumed responsibility
for corresponding elements of the Work.
Landfill records and/or receipts.
2.0 PRODUCTS (Not Used)
3.0 EXECUTION (Not Used)
PAYMENT PROCEDURES
01 29 00 - 4
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SECTION 01 31 13 - PROJECT COORDINATION
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes administrative provisions for coordinating construction operations on the
Project including, but not limited to, the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
B.
Related Sections include the following:
1.
1.3
General Coordination Requirements.
Administrative Procedures.
Coordination Drawings.
Project Meetings.
Architect’s Inspections.
Requests for Interpretation (RFIs).
Architect’s Supplemental Instructions (ASI).
Request for Proposal (RFP).
Change Order (CO).
Division 1 Section “Submittal Procedures” for administrative procedures and coordination
of Submittals.
DEFINITIONS
A.
Requests for Interpretation (RFI): Request from Contractor seeking interpretation or clarification
of the Contract Documents.
B.
Architect’s Supplemental Instructions (ASI): Supplemental Instructions from Architect that do not
result in a Change Order.
C.
Request for Proposal (RFP): Request from Architect for a complete quote of all costs including
labor, materials, construction fees and Contractor overhead and profit from Contractor. An RFP
does not constitute an Approval to Proceed.
D.
Change Order (CO): A change to the scope of construction, approved by Architect and owner,
based on the Contractor’s complete quote as described in the definition of RFP above. A Change
Order must be signed by both Architect and Owner to constitute a Notice to Proceed with the
Work described in the Contractor’s Proposal.
01 31 13 - 1
1.4
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GENERAL COORDINATION REQUIREMENTS
A.
Project Coordination: Contractor shall coordinate all construction operations included in the
Drawings and in the different Sections of the Specifications to ensure the efficient and orderly
installation of each part of the Work. Contractor shall coordinate all construction operations that
depend on each other for proper installation, connection, and operation.
1.
2.
3.
4.
5.
B.
Contractor shall prepare Memoranda for distribution to each party involved, outlining special
procedures required for coordination. Notices, reports, list of attendees at meetings and other
related information shall be included as required.
1.
1.5
Construction operations shall be scheduled in the sequence(s) required to obtain the best
results where installation of one part of the Work depends on installation of other
components, before or after its own installation.
Contractor shall coordinate the installation of different components with all other
contractors and suppliers to ensure maximum accessibility for required maintenance, service,
and repair.
Contractor shall make adequate provisions to accommodate items scheduled for later
installation.
Availability of space on this Project is limited, and Contractor shall coordinate the delivery
and installation of different components to ensure maximum performance and accessibility
for required maintenance, service, and repair of all components, including mechanical and
electrical Work.
Contractor shall be responsible for the timely distribution of complete Contract
Documents including RFIs, ASIs, changes and other Project documentation as
applicable to all Sub-contractors and suppliers for the Project. All costs and expenses
including loss of use and damages that result from any party involved in the Project
not having complete Contract Documents and Project documentation shall be paid
by the Contractor at no additional expense to the Owner or Architect.
Prepare similar Memoranda for Owner and separate contractors if coordination of their
Work is required.
ADMINISTRATIVE PROCEDURES
A.
Administrative Procedures: Contractor shall coordinate scheduling and timing of required
administrative procedures with other construction activities and the activities of other contractors
to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities
include, but are not limited to, the following:
1.
Preparation of General Contractor's Construction Schedule.
a.
Submit Proposed Construction Schedule to Architect and Owner for approval no
later than two weeks after Bid Acceptance. Work shall not commence until
Construction Schedule is approved by the Architect and Owner.
b.
At a minimum, Construction Schedule shall include the following:
1)
Start and Completion dates for key Trades, including the Work of all DesignBuild Contractors.
2)
Requested dates for Project Coordination Meetings.
3)
Estimated delivery dates for key components and all equipment provided by
General Contractor and Sub-contractors.
01 31 13 - 2
4)
5)
6)
7)
8)
9)
2.
3.
4.
5.
6.
7.
8.
1.6
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Required delivery dates for all equipment provided by Owner and installed by
General Contractor and Sub-contractors.
Required delivery dates for all equipment provided and installed by Owner
under separate contract.
Requested dates for Architect and Owner inspections.
a. Architect review of wall layout at time wall lines are chalked on the floor,
prior to installation of metal stud framing.
b. Architect review of the locations of all electrical and data boxes and
plumbing rough-ins, prior to installation of gypsum wall board.
c. Architect review of gypsum board installation tolerances after gypsum
wall board has been taped and finished, prior to final finish application.
d. Architect review of ceiling grid layout, prior to installation of acoustical
ceiling panels.
e. Architect review of layout of products and applied finishes, prior to
application of final finishes and installation of products.
f.
Owner and Architect review of construction progress and conditions
prior to installation of owner-provided furnishings and equipment.
Anticipated local Building Official inspection dates.
Date of Initial Punch List.
Date of Final Completion.
Preparation of the Schedule of Values.
Installation and removal of temporary facilities and controls.
Delivery and processing of Submittals.
Requested dates for Progress Meetings.
Pre-installation conferences.
Startup and adjustment of systems.
Project Closeout activities.
COORDINATION DRAWINGS
A.
Coordination Drawings shall be prepared if limited space availability necessitates maximum
utilization of space for efficient installation of different components or if coordination is required
for installation of products and materials fabricated by separate entities.
1.
Content shall include Project-specific information, drawn accurately to scale. Do not base
Coordination Drawings on reproductions of the Contract Documents or standard printed
data. Include the following information, as applicable:
a.
b.
2.
3.
Indicate functional and spatial relationships of components of architectural, structural,
civil, mechanical, and electrical systems.
Indicate dimensions shown on the Contract Drawings and make specific note of
dimensions that appear to be in conflict with submitted equipment and minimum
clearance requirements. Provide proposed alternate sketches to Architect for
resolution of such conflicts. Minor dimension changes and difficult installations will
not be considered changes to the Contract.
Sheet Size: Match Architectural Drawings.
Number of Copies: Submit three (3) opaque copies of each submittal. Architect will return
one copy.
01 31 13 - 3
4.
1.7
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Refer to individual Sections for Coordination Drawing requirements for Work in those
Sections.
PROJECT MEETINGS
A.
General: The General Contractor shall schedule and conduct meetings and conferences at the
Project site, unless otherwise required by the owner.
1.
2.
3.
B.
Attendees: Inform participants and other parties involved, including individuals whose
presence is required, of the date and time of each meeting. Provide written notification to
Owner and Architect of scheduled meeting dates and times.
Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
Minutes: Record significant discussions and agreements achieved. Distribute the meeting
minutes to everyone concerned, including Owner and Architect, not more than three (3)
days after the meeting.
Pre-construction Conference: Schedule a pre-construction conference prior to the start of
construction, at a time convenient to Owner and Architect, but not later than 15 days after
execution of the Owner-Contractor Agreement. Hold the conference at Project site or other
convenient location. Conduct the meeting to review responsibilities and personnel assignments.
1.
2.
Attendees: Authorized representatives of Owner, Architect, and their consultants; General
Contractor and its superintendent; Design-Build Contractors, major subcontractors;
suppliers; and other concerned parties shall attend the conference. All participants at the
conference shall be familiar with Project and authorized to conclude matters relating to the
Work.
Agenda: Discuss items of significance that could affect progress, including the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
r.
s.
t.
u.
v.
Tentative construction schedule.
Critical Work sequencing and long-lead time items.
Designation of key personnel and their duties.
Procedures for processing field decisions and Change Orders.
Procedures for RFIs, ASIs and RFPs.
Procedures for testing and inspecting.
Procedures for processing Applications for Payment.
Distribution of the Contract Documents.
Submittal Procedures.
Preparation of Record Documents.
Use of the premises and existing building.
Work restrictions.
Owner's access and occupancy requirements.
Responsibility for temporary facilities and controls.
Construction waste management and recycling.
Parking availability.
Office, work, and storage areas.
Equipment deliveries and priorities.
Safety precautions, regulations, procedures and First aid.
Security.
Progress cleaning.
Working hours.
01 31 13 - 4
3.
C.
Minutes: Record and distribute meeting minutes to all attendees not more than three (3)
days after the meeting.
Pre-installation Conferences: Conduct pre-installation conferences at Project site before each
construction activity that requires coordination with other construction.
1.
2.
Attendees: Installer and representatives of manufacturers and fabricators involved in or
affected by the installation and its coordination or integration with other materials and
installations that have preceded or will follow, shall attend the meeting. Provide written
notification to Owner and Architect of scheduled meeting dates and times.
Agenda: Review progress of other construction activities and preparations for the particular
activity under consideration, including requirements for the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
r.
s.
t.
u.
v.
w.
x.
y.
3.
4.
5.
D.
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The Contract Documents.
Options.
Related RFIs, ASIs and RFPs.
Related Change Orders.
Purchases.
Deliveries.
Submittals.
Review of mockups.
Possible conflicts.
Compatibility problems.
Time schedules.
Weather limitations.
Manufacturer's written recommendations.
Warranty requirements.
Compatibility of materials.
Acceptability of substrates.
Temporary facilities and controls.
Space and access limitations.
Regulations of authorities having jurisdiction.
Testing and inspecting requirements.
Installation procedures.
Coordination with other Work.
Required performance results.
Protection of adjacent work.
Protection of construction and personnel.
Record significant conference discussions, agreements, and disagreements, including
required corrective measures and actions.
Reporting: Distribute minutes of the meeting to each party present and to parties who
should have been present.
Do not proceed with installation if the conference cannot be successfully concluded. Initiate
whatever actions are necessary to resolve impediments to performance of the Work and
reconvene the conference at earliest feasible date.
Progress Meetings: Conduct progress meetings at weekly intervals. Coordinate dates of meetings
with preparation of Applications for Payment.
01 31 13 - 5
1.
2.
Attendees: In addition to representatives of Owner and Architect, each Contractor, Subcontractor, Design-Build Contractor, supplier, and other entity concerned with current
progress or involved in planning, coordination, or performance of future activities shall be
represented at these meetings. All participants at the conference shall be familiar with
Project and authorized to conclude matters relating to the Work.
Agenda: Review and correct or approve minutes of previous Progress Meeting. Review
other items of significance that could affect progress. Include topics for discussion as
appropriate to status of Project.
a.
General Contractor's Construction Schedule: Review progress since the last meeting.
Determine whether each activity is on time, ahead of schedule, or behind schedule, in
relation to General Contractor's Construction Schedule. Determine how construction
that is behind schedule will be expedited and secure commitments from the parties
involved to do so. Discuss whether schedule revisions are required to ensure that
current and subsequent activities will be completed within the Contract Time.
1)
b.
Review schedule for next period.
Review present and future needs of each entity present, including the following:
1)
2)
3)
4)
5)
6)
7)
8)
9)
10)
11)
12)
13)
14)
15)
16)
17)
18)
19)
20)
21)
3.
4.
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Interface requirements.
Sequence of operations.
Status of submittals.
Deliveries.
Off-site fabrication.
Access.
Site utilization.
Temporary facilities and controls.
Work hours.
Safety precautions, regulations and procedures.
Progress cleaning.
Quality and Work standards.
Dates of Architect’s Inspections.
Status of correction of deficient items.
Field observations.
RFIs and ASIs.
Status of responses to Request for Proposals (RFPs).
Pending changes.
Status of Change Orders.
Pending claims and disputes.
Documentation of information for the current Request for Payment.
Minutes: Record the meeting minutes.
Reporting: Distribute minutes of the meeting to each party present and to parties who
should have been present.
a.
5.
Schedule Updating: Revise Contractor's Construction Schedule after each Progress
Meeting where revisions to the schedule have been made or recognized. Issue revised
schedule concurrently with the report of each meeting.
Architect’s Inspections: Contractor shall properly schedule the following Inspections as the
Work progresses. These Inspections are in addition to the procedures specified in Division 1
01 31 13 - 6
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Section “Quality Control,” procedures specified in individual Sections relating to installation
of individual products and materials, and Inspections specified for the Punch List and
procedures for Substantial Completion. Architect shall prepare Inspection Notes and
Contractor shall distribute these Notes to the appropriate Sub-contractors if corrective Work
is required.
a.
b.
c.
c.
d.
e.
1.8
Verification of interior wall layout when the locations have been marked on the floor,
but prior to installation of metal stud framing.
Verification of the locations for electrical, plumbing and data prior to installation of
gypsum wall board.
Verification of metal stud framing installation tolerances prior to installation of
gypsum wall board.
Verification of gypsum wall board installation tolerances prior to finishing operations
per Division 9 Section “Gypsum Wall Board Assemblies.”
Verification of Acoustical Ceiling Panel grid when the grid has been installed but
prior to acoustical ceiling panels are installed.
Verification of locations for finishes indicated on the Finish Drawings when the
substrates are prepared but prior to installation of finishes.
REQUESTS FOR INTERPRETATION (RFIs)
A.
Procedure: Immediately upon the discovery of the need for interpretation of the Contract
Documents, and if not possible to request interpretation at Project meeting, General Contractor
shall prepare and submit a coordinated RFI on the specified RFI form.
1.
2.
3.
4.
B.
All RFI’s shall originate with the General Contractor. RFIs submitted by entities other than
the General Contractor will be returned with no response.
All RFI’s shall be coordinated by the General Contractor, combining multiple SubContractor and Design-Build Contractor questions relative to a single topic.
Coordinate and submit RFIs in a prompt manner so as to avoid delays in Sub-Contractors’
Work or Work of Owner’s contractors.
RFI’s shall identify Work and schedule for construction by others (Owner’s contractors,
Design-Build Contractors, etc.)
Content of the RFI: Include a detailed, legible description of item needing interpretation and the
following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Project name.
Date.
Name of Sub-Contractors directly effected.
Name of Architect and General Contractor.
RFI number, numbered sequentially.
Specification Section number and title and related paragraphs, as appropriate.
Drawing number and detail references, as appropriate.
Field dimensions and conditions, as appropriate.
General Contractor's/Sub-Contractor’s suggested solution(s). If Contractor's solution(s)
impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.
General Contractor's signature.
Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop
Drawings, and other information necessary to fully describe items needing interpretation.
01 31 13 - 7
C.
Hard-copy RFIs:
1.
2.
D.
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All RFI’s shall be submitted to Architect in physical format.
Identify each page of attachments with the RFI number and sequential page number.
Architect's Action: Architect will review each RFI, determine action required, and return it.
Contractor shall allow seven (7) working days for Architect's response for each RFI. RFIs received
after 1:00 p.m. will be considered as received the following working day.
1.
The following RFIs will be returned without action:
a.
b.
c.
d.
e.
f.
Requests for approval of Submittals.
Requests for approval of substitutions.
Requests for coordination information already indicated in the Contract Documents.
Requests for adjustments in the Contract Time or the Contract Sum.
Requests for interpretation of Architect's actions on Submittals.
Incomplete RFIs, uncoordinated Sub-contractor’s RFI’s, or RFI’s with numerous
errors.
2.
Architect's action may include a request for additional information, in which case Architect's
time for response will start again with the submittal of the revised RFI.
3.
If General Contractor believes the RFI response warrants change in the Contract Time or
the Contract Sum, the General contractor shall notify Architect in writing within ten (10)
days of receipt of the RFI response.
E.
On receipt of Architect's action, Contractor shall update the RFI log and immediately distribute the
RFI response to all affected parties. Contractor shall review response and notify Architect within
seven (7) working days if Contractor or Sub-contractors disagree with response.
F.
RFI Log: Contractor shall prepare, maintain, and submit a tabular log of RFIs organized by the
RFI number. Contractor shall submit the RFI Log on a weekly basis to Architect, including the
following information:
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.9
Project name.
Name and address of General Contractor.
Name and address of Primarily Affected Sub-Contractor(s).
Name and address of Architect.
RFI number including RFIs that were dropped and not submitted.
RFI description.
Date the RFI was submitted.
Date Architect's response was received.
Identification of related Minor Change in the Work and Proposal Request, as appropriate.
ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS (ASI)
A.
The Architect may issue supplemental instructions authorizing minor changes in the Work that do
not involve adjustment to the Contract Sum or contract Time on AIA Document G710
“Architect’s Supplemental Instructions (ASI)” incorporated herein by this reference.
01 31 13 - 8
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B.
The Contractor shall distribute the ASI to all parties involved in the topic of the ASI within three
working days of receipt from Architect.
C.
If Contractor or any other party believe the ASI involves an adjustment to the Contract Sum or
Contract Time, the contractor shall submit such notice to Architect in compliance with the Request
for Information (RFI) procedures in this Section.
1.10
A.
REQUEST FOR PROPOSAL (RFP)
Owner and Architect-Initiated Proposal Requests: Architect will issue a detailed description of
proposed changes in the Work that may require adjustment to the Contract Scope, Sum or Time.
If necessary, the description will include supplemental or revised Drawings and Specifications
prepared by Architect.
1.
2.
Proposal Requests issued by Owner/Architect are for information only. Do not consider
them instructions either to stop Work in progress or to execute the proposed change.
Within the time specified in Proposal Request after receipt of Proposal Request, SubContractor shall submit to General Contractor a quotation estimating adjustments to the
Contract Sum and the Contract Time necessary to execute the change. General Contractor
shall combine and coordinate Sub-Contractor proposals and propose a unified change to the
Contract Sum and/or Contract Time as appropriate.
a.
b.
c.
d.
B.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
Include only the costs of labor and supervision directly attributable to the change.
Include a proposed update to Contractor’s Construction Schedule that indicates the
effect of the change, including, but not limited to, changes in activity duration, start
and finish times, and activity relationship. Use available total float before requesting
an extension of the Contract Time.
Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to SubContracts, Contractor may propose changes in conjunction with the review and approval of the
Owner and Architect.
1.
2.
3.
4.
5.
In a Submittal to Owner/Architect, include a statement outlining reasons for the change and
the effect of the change on the Work. Provide a complete description of the proposed
change. Indicate the effect of the proposed change on the Contract Sum and the Contract
Time. Individual requests from Sub-Contractors will not be reviewed. All proposals must
meet all aspects of these Specifications including coordination by the Contractor.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
Include an updated Contractor’s Construction Schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times, and
01 31 13 - 9
6.
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activity relationship. Use available total float before requesting an extension of the Contract
Time.
Comply with requirements in Division 1 Section "Product Requirements" if the proposed
change requires substitution of one product or system for product or system specified.
C.
Proposal Request Form: Use forms acceptable to or as provided by Architect. Submit a minimum
of two copies to Contractor plus one copy to Architect.
D.
Architect’s Action: Architect will review each RFP, submit to Owner for approval signature, and
return to Contractor. Contractor shall allow not less than ten (10) working days from date of
submission for Owner’s review and response for each RFP.
1.11
A.
CHANGE ORDER (CO)
Upon signed approval of a Proposal Request by the Owner and the Architect, the Contractor will
issue a signed Change Order and submit to Architect for processing.
01 31 13 - 10
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SECTION 01 33 00 – SUBMITTAL PROCEDURES
PART 1 - GENERAL
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other
Division-1 Specification Sections, apply to this Section.
B. Section 01 31 13 “Project Coordination” – Coordination Drawings.
1.2 SUMMARY
A.
This Section specifies administrative and procedural requirements for submittals required for
performance of the Work, including;
1.
2.
3.
4.
B.
Shop Drawings.
Product Data.
Samples.
Architect’s Inspections.
Administrative Submittals: Refer to other Division-1 Sections and other Contract Documents for
requirements for administrative submittals. Such submittals include, but are not limited to:
1.
2.
3.
Permits.
Applications for payment.
Insurance certificates.
1.3 SUBMITTAL PROCEDURES
A.
Coordination: Coordinate preparation and processing of submittals with performance of construction
activities. Transmit each submittal sufficiently in advance of performance of related construction
activities to avoid delay.
1.
Contractor shall provide Architect and Owner with proposed Submittal Log for approval within 10
working days of Bid Acceptance. Submittal Log shall include the following: information as indicated
on the attached sample.
a.
Product Division in CSI Master Format 2004 format to match these Specifications.
b.
Sample / Product Data / Shop Drawing Description.
c.
Estimated date of delivery to Architect.
d.
Requested date of return from Architect.
e.
Deadline for Review Return to General Contractor to maintain Approved Construction
Schedule.
2.
Submittal Log shall be organized by the following:
a.
Product Division in ascending order.
b.
Individual Entry Line for each Sample / Product Data / Shop Drawing Set. Multiple
products shall not be combined within one submittal.
c.
Electronic Spreadsheet Format: provide data file to Architect with Initial Submittal,
minimum Tab-Delineated Text File. Contact Architect of Record for sample file and
compatibility requirements.
01 33 00 - 1
3.
Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and
related activities that require sequential activity.
4.
Coordinate transmittal of different types of submittals for related elements of the Work so
processing will not be delayed by the need to review submittals concurrently for coordination.
a.
5.
b.
c.
d.
Allow five (5) business days for initial review. Allow additional time if processing must be
delayed to permit coordination with subsequent submittals. The Architect will promptly
advise the Contractor when a submittal being processed must be delayed for coordination.
If an intermediate submittal is necessary, process the same as the initial submittal.
Allow three (3) business days for reprocessing each submittal.
No extension of Contract Time will be authorized because of failure to transmit submittals to
the Architect sufficiently in advance of the Work to permit processing.
Submittal Preparation: Place a permanent label or title block on each submittal for identification.
Indicate the name of the entity that prepared each submittal on the label or title block.
1.
2.
Provide a space approximately 4-inch by 5-inch on the label or beside the title block on Shop
Drawings to record the General Contractor's review and acceptance markings and the action taken.
Include the following information on the label for processing and recording action taken.
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
C.
The Architect reserves the right to withhold action on a submittal requiring coordination with
other submittals until related submittals are received.
Processing: Allow sufficient review time so that installation will not be delayed as a result of the
time required to process submittals, including time for re-submittals.
a.
B.
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Project name.
Date.
Name and address of Contractor.
Name and address of Sub-contractor.
Name and address of Supplier.
Name of Manufacturer.
Number and title of appropriate Specification Section.
Drawing number and detail references, as appropriate.
Clearly identify each submittal with the tag, referenced in construction documents (i.e. Wall
Covering Tag VWC-3)
3.
Include minimum of 3 copies of each submittal, unless otherwise noted in Construction
Documents.
4.
Include only those samples indicated on Drawings. Do not send unmarked chain sets unless
Architect is required to make color or finish selection.
Submittal Transmittal: Package each Submittal appropriately for transmittal and handling. Transmit
each Submittal from Contractor to Architect using a transmittal form. Submittals received from sources
other than the Contractor will be returned without action.
01 33 00 - 2
1.
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Record relevant information and requests for data on the Transmittal. On the form, or separate
sheet, record deviations from Contract Document requirements, including minor variations and
limitations. Include Sub-Contractor's certification that information complies with Contract
Document requirements.
1.4 SHOP DRAWINGS
A.
Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate
deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard
information as the basis of Shop Drawings. Standard information prepared without specific reference to
the Project is not considered Shop Drawings.
B.
Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns,
templates and similar drawings. Include the following information:
1.
2.
3.
4.
5.
6.
7.
Dimensions/Field Verified Dimensions.
Identification of products and materials included.
Compliance with specified standards.
Notation of coordination requirements.
Notation of dimensions established by field measurement.
Sheet Size: Except for templates, patterns and similar full- size Drawings, submit Shop Drawings
on sheets at least 8-1/2-inches by 11-inches but no larger than 30-inches by 42-inches.
Submittal: Submit 3 blue- or black-line prints and 2 additional prints where required for
maintenance manuals, plus the number of prints needed by the Architect for distribution. Two
prints will be retained (Contractor, Architect); the remainder returned.
a.
8.
C.
One of the prints returned shall be marked-up and maintained as a "Record Document".
Do not use Shop Drawings by the General Contractor without an Architect’s appropriate final
stamp of review indicating action taken in connection with construction.
Coordination Drawings are a special type of Shop Drawing that show the relationship and integration of
different construction elements that require careful coordination during fabrication or installation to fit in
the space provided or function as intended.
1.
2.
3.
Preparation of Coordination Drawings may include components previously shown in detail on Shop
Drawings or Product Data.
Submit Coordination Drawings for integration of different construction elements. Show sequences
and relationships of separate components to avoid conflicts in use of space.
Contact Architect to determine if Coordination Drawings are required for a specific issue.
1.5 PRODUCT DATA
A.
Collect Product Data into a single submittal for each element of construction or system. Product Data
includes printed information such as manufacturer's installation instructions, catalog cuts, standard color
charts, roughing-in diagrams and templates, standard wiring diagrams and performance curves. Where
Product Data must be specially prepared because standard printed data is not suitable for use, submit as
"Shop Drawings."
1.
Mark each copy to show applicable choices and options. Where printed Product Data includes
01 33 00 - 3
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information on several products, some of which are not required, mark copies to indicate the
applicable information. Include the following information:
a.
b.
c.
d.
e.
f.
2.
Do not submit Product Data until compliance with requirements of the Contract Documents has
been confirmed.
a.
3.
Manufacturer's printed recommendations.
Compliance with recognized trade association standards.
Compliance with recognized testing agency standards.
Application of testing agency labels and seals.
Notation of dimensions verified by field measurement.
Notation of coordination requirements.
Unless noncompliance with Contract Document provisions is observed, the Submittal may
serve as the final Submittal.
Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers,
manufacturers, fabricators, and others required for performance of construction activities. Show
distribution on transmittal forms.
a.
b.
4.
Do not proceed with installation until an applicable copy of Product Data applicable is in the
installer's possession.
Do not permit use of unmarked copies of Product Data in connection with construction.
Include a minimum of three (3) physical samples and two (2) copies of written data for each
Submittal and Sample, unless otherwise noted in the Specifications.
1.6 SAMPLES
A.
Submit full-size, fully-fabricated Samples cured and finished as specified and physically identical with the
material or product proposed. Samples include partial sections of manufactured or fabricated
components, cuts or containers of materials, color range sets, and swatches showing color, texture and
pattern.
1.
Mount, display, or package Samples in the manner specified to facilitate review of qualities
indicated. Prepare Samples to match the Architect's Sample. Include the following:
a.
b.
c.
d.
e.
2.
Generic description of the Sample.
Sample source.
Product name or name of manufacturer.
Compliance with recognized standards.
Availability and delivery time.
Submit Samples for review of kind, color, pattern, and texture, for a final check of these
characteristics with other elements, and for a comparison of these characteristics between the final
submittal and the actual component as delivered and installed.
a.
Where variation in color, pattern, texture or other characteristics are inherent in the material
or product represented, submit multiple units (not less than three 3 each of three (3)
variations), that show approximate limits of the variation range.
01 33 00 - 4
b.
3.
Refer to other Specification Sections for requirements for Samples that illustrate
workmanship, fabrication techniques, details of assembly, connections, operation and similar
construction characteristics.
Preliminary submittals: Where Samples are for selection of color, pattern, texture or similar
characteristics from a range of standard choices, submit a full set of choices for the material or
product.
a.
Preliminary submittals will be reviewed and returned with the Architect's mark indicating
selection and other action.
4.
Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques,
connections, operation and similar characteristics, submit three (3) sets; one will be returned
marked with the action taken.
5.
Quantity: Three (3) physical samples minimum 5-inches by 6-inches, unless otherwise noted.
6.
Contractor shall maintain sets of Samples, as returned, at the Project site, for quality comparisons
throughout the course of construction.
a.
b.
B.
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Unless non-compliance with Contract Document provisions is observed, the Submittal may
serve as the final Submittal.
Sample sets may be used to obtain final acceptance of the construction associated with each
set.
Distribution of Samples: Prepare and distribute additional sets to Sub-contractors, manufacturers,
fabricators, suppliers, installers, and others as required for performance of the Work. Show distribution
on transmittal forms.
1.
Field Samples specified in individual Sections are special types of Samples. Field Samples are fullsize examples erected on site to illustrate finishes, coatings, or finish materials and to establish the
standard by which the Work will be judged.
a.
Comply with submittal requirements to the fullest extent possible. Process transmittal to
Architect to document activity for approval.
1.7 ARCHITECT'S INSPECTIONS
A.
Except for submittals for record, information or similar purposes, where action and return is required or
requested, Contractor will pre-review each Submittal, and send to Architect for review.
1.
2.
B.
Review all Submittal information for accuracy and completeness prior to issuing to Architect for
approval. Improperly tagged, untagged and incomplete Submittals shall be returned to Contractor
without review.
Compliance with specified characteristics is ultimately the Contractor's responsibility.
Action Stamp: The Architect will stamp each Submittal with a uniform, self-explanatory action stamp.
The stamp will be appropriately marked, as follows, to indicate the action taken:
1.
Reviewed: Where submittals are marked "Reviewed," that part of the Work covered by the
01 33 00 - 5
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Submittal may proceed provided it complies with requirements of the Contract Documents and
final acceptance will depend upon that compliance.
2.
Reviewed as Noted: When submittals are marked "Furnish as Corrected," that part of the Work
covered by the Submittal may proceed provided it complies with notations or corrections on the
submittal and requirements of the Contract Documents and final acceptance will depend on that
compliance.
3.
Revise and Resubmit: When submittal is marked "Revise and Resubmit," do not proceed with that
part of the Work covered by the Submittal, including purchasing, fabrication, delivery, or other
activity. Revise or prepare a new submittal in accordance with the notations; resubmit without
delay. Repeat if necessary to obtain a different action mark.
a.
Do not permit Submittals marked "Revise and Resubmit" to be used at the Project site, or
elsewhere where Work is in progress.
4.
Rejected: When Submittal is marked “Rejected,” that part of the Work covered has not met the
minimum specifications and cannot be accepted.
5.
Other Action: Where a Submittal is primarily for information or record purposes, special
processing or other activity, the submittal will be returned, marked "Reviewed". When more
specific information is requested, the Submittal will note “Submit Specific Item.”
PART 2 - PRODUCTS (Not Applicable).
PART 3 - EXECUTION (Not Applicable).
END OF SECTION 0133 00
01 33 00 - 6
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SECTION 01 42 00 – REFERENCES
PART 1 – GENERAL
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other
Division 1 Specification Sections, apply to this Section.
1.2 DEFINITIONS
A. Architect: Architect of Record.
B. General: Basic Project Scope notes are included on the Drawing Cover Sheet.
C. Indicated: Refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or
Schedules in Specifications, and similar requirements in Contract Documents. Where terms such as "shown,"
"noted," "scheduled," and "specified" are used, it is to help locate the reference; no limitation on location is
intended except as specifically noted.
D. Directed: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and
"permitted" mean "directed by the Architect", "requested by the Architect", and similar phrases. However,
no implied meaning shall be interpreted to extend the Architect's responsibility into the General Contractor's
area of construction supervision.
E. Approve: The term "approved," where used in conjunction with the Architect's action on the General
Contractor's Applications, and requests is limited to the duties and responsibilities of the Architect as stated
in General and Supplementary Conditions. Such approval shall not release the General Contractor or Subcontractors from responsibility to fulfill Contract requirements unless otherwise provided in the Contract
Documents.
F. Regulation: The term "Regulations" includes laws, ordinances, statutes, and lawful orders issued by
authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry
that control performance of the Work, whether lawfully imposed by authorities having jurisdiction or not.
G. Furnish: The term "furnish" is used to mean "supply and deliver to the Project site, ready for unloading,
unpacking, assembly, installation, and similar operations."
H. Install: The term "install" is used to describe operations at project site including the actual "unloading,
unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing,
protecting, cleaning, and similar operations."
I.
Provide: The term "provide" means "to furnish and install, complete and ready for the intended use."
J.
Installer: An "Installer"is the Sub-Contractor(s) or an entity engaged by the Sub-Contractor(s), either as an
employee, or sub-subcontractor for performance of a particular construction activity, including installation,
erection, application, and similar operations. Installers are required to be experienced in the operations they
are engaged to perform.
REFERENCES
01 42 00 - 1
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1. The term "experienced," when used with the term "Installer" means having a minimum of 5 previous
Projects similar in size and scope to this Project, being familiar with the precautions required, and having
complied with requirements of the authority having jurisdiction. See additional requirement in selected
divisions/sections.
K. “Project Site” is the space available to the Sub-contractor(s) for performance of construction activities, either
exclusively or in conjunction with others performing other construction activities as part of the Project. The
extent of the Project Site is shown on the Drawings and may or may not be identical with the description of
the land upon which the Project is to be built.
L. Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections
or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those
inspections or tests.
1.3 SPECIFICATION FORMAT AND CONTENT EXPLANATION
A. Specification Format: These Specifications are organized into Divisions and Sections based on the
Construction Specifications Institute's 50-Division format and MASTERFORMAT 2004 Edition Numbers
and Titles.
B. Specification Content: This Specification uses certain conventions in the use of language and the intended
meaning of certain terms, words, and phrases when used in particular situations or circumstances. These
conventions are explained as follows:
1. Abbreviated Language: Language used in the Specifications and other Contract Documents is the
abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be
interpreted as plural and plural words interpreted as singular where applicable and where the full context
of the Contract Documents so indicates.
2. Imperative and streamlined language is used generally in the Specifications. Requirements expressed in
the imperative mood are to be performed by the Contractor. At certain locations in the text, for clarity,
subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor,
or by others when so noted.
a.
The words "shall be" shall be included by inference wherever a colon (:) is used within a sentence or
phrase.
C. Assignment of Specialists: The Specification requires that certain specific construction activities shall be
performed by specialists who are recognized experts in the operations to be performed. The specialists must
be engaged for those activities, and assignments are requirements over which the Sub-contractors have no
choice or option. The ultimate responsibility for fulfilling Contract requirements remains with the individual
Sub-contractors.
1. This requirement shall not be interpreted to conflict with enforcement of building codes and similar
regulations governing the Work. It is also not intended to interfere with local trade union jurisdictional
settlements and similar conventions.
2. Trades: Use of titles such as "carpentry" is not intended to imply that certain construction activities must
be performed by accredited or unionized individuals of a corresponding generic name, such as
REFERENCES
01 42 00 - 2
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"carpenter." It also does not imply that requirements specified apply exclusively to tradespersons of the
corresponding generic name.
1.4 DRAWING SYMBOLS
A. Graphic symbols: Where not otherwise noted, symbols are defined by the contract documents and
"Architectural Graphic Standards," published by John Wiley & Sons, Inc., eighth edition.
B. Mechanical/Electrical Drawings: Graphic symbols used on mechanical and electrical Drawings are generally
aligned with symbols recommended by ASHRAE. Where appropriate, they are supplemented by more
specific symbols recommended by technical associations including ASME, ASPE, IEEE, and similar
organizations. Refer instances of uncertainty to the Architect for clarification before proceeding.
C. INDUSTRY STANDARDS
1. Applicability of Standards: Except where the Contract Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as if bound
or copied directly into the Contract Documents. Such standards are made a part of the Contract
Documents by reference. Individual Sections indicate which codes and standards the Contractor
must keep available at the Project Site for reference.
2. Publication Dates: Where the date of issue of a referenced standard is not specified, comply with the
standard in effect as of date of Contract Documents.
a.
Updated Standards: At the request of the Architect, Owner, Contractor, or authority having
jurisdiction, submit a Change Order proposal where an applicable code or standard has been revised
and reissued after the date of the Contract Documents and before performance of Work affected.
The Architect will decide whether to issue a Change Order to proceed with the updated standard.
b. Copies of Standards: Each entity engaged in construction on the Project is required to be familiar
with industry standards applicable to that entity's construction activity. Copies of applicable
standards are not bound with the Contract Documents.
c.
Where copies of standards are needed for performance of a required construction activity, the Subcontractor(s) shall obtain copies directly from the publication source.
d. Abbreviations and Names: Trade association names and titles of general standards are frequently
abbreviated. The following acronyms or abbreviations as referenced in Contract Documents are
defined to mean the associated names. Names and addresses are subject to change and are believed
to be, but are not assured to be, accurate and up to date as of date of Contract Documents.
AIA
A.I.A.
AISC
REFERENCES
American Institute of Architects
1735 New York Ave., NW
Washington, DC 20006
American Insurance Association
85 John St.
New York, NY 10038
American Institute of Steel Construction
400 N. Michigan Ave., 8th Floor
(202) 626-7300
(212) 669-0400
(312) 670-2400
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AISI
AITC
ANSI
ASME
ASPE
ASTM
AWI
BHMA
FGMA
IESNA
ICC
ML/SFA
NEC
NECA
NEMA
NFPA
N.F.P.A.
REFERENCES
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Chicago, Il 60611
American Iron and Steel Institute
1133 Fifteenth St., NW
American Institute of Timber Construction
333 W. Hampden Ave.
Englewood, CO 80110
American National Standards Institute, Inc.
1819 L Street, NW, 6th Floor
American Society of Mechanical Engineers
345 East 47th St.
New York, NY 10017
American Society of Plumbing Engineers
3617 Thousand Oaks Blvd., Suite 210
Westlake, CA 91362
American Society for Testing and Materials
1916 Race St.
Philadelphia, PA 19103
Architectural Woodwork Institute
2310 S. Walter Reed Drive
Arlington, VA 22206
Builders' Hardware Manufacturers Association
60 E. 42nd St., Room 511
New York, NY 10165
Flat Glass Marketing Association
3310 Harrison, White Lakes Professional Bldg.
Topeka, KS 66611
Illuminating Engineering Society of North America
345 E. 47th St.
New York, NY 10017
International Code Council
4051 W. Flossmoor Road
Country Club Hills, IL 60478-5795
Metal Lath/Steel Framing Association
600 S. Federal St., Suite 400
Chicago, IL 60605
National Electric Code (from NFPA)
National Electrical Contractors Association
7315 Wisconsin Ave.
Bethesda, MD 20814
National Electrical Manufacturers
Association
2101 L St., NW, Suite 300
National Fire Protection Association
Batterymarch Park
Quincy, MA 02269
National Forest Products Association
1250 Connecticut Ave., NW
(202) 452-7100
(303) 761-3212
(202) 293-8020
(212) 705-7722
(805) 495-7120
(215) 299-5400
(703) 671-9100
(212) 682-8142
(913) 266-7013
(212) 705-7926
(708) 799-2300
(312) 922-6222
(301) 657-3110
(202) 457-8400
(617) 770-3000
(202) 463-2700
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UL
Underwriters Laboratories
333 Pfingsten Rd.
Northbrook, IL 60062
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(312) 272-8800
1.5 SUBMITTALS
A. Permits, Licenses, and Certificates: For the Owner's records, Contractor shall submit copies of permits,
licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee
payments, judgments, and similar documents, correspondence, and records established in conjunction with
compliance with standards and regulations bearing upon performance of the Work.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
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SECTION 01 43 00 - QUALITY ASSURANCE
PART 1 - GENERAL
1.1
SUMMARY
A.
This Section includes administrative and procedural requirements for quality assurance and quality
control.
B.
Testing and inspecting services are required to verify compliance with requirements specified or
indicated. These services do not relieve Sub-contractor(s) of responsibility for compliance with the
Contract Document requirements.
1.
2.
C.
1.2
Specified tests, inspections, and related actions do not limit Contractor’s other qualityassurance and -control procedures that facilitate compliance with the Contract Document
requirements.
Requirements for Contractor and Sub-contractor(s) to provide quality-assurance and control services required by Architect, Owner, or authorities having jurisdiction are not
limited by provisions of this Section.
See other Sections for specific test and inspection requirements.
DEFINITIONS
A.
Quality-Assurance Services: Activities, actions, and procedures performed before and during
execution of the Work to guard against defects and deficiencies and substantiate that proposed
construction will comply with requirements.
B.
Quality-Control Services: Tests, inspections, procedures, and related actions during and after
execution of the Work to evaluate that actual products incorporated into the Work and completed
construction comply with requirements. Services do not include contract enforcement activities
performed by Architect.
C.
Pre-Construction Testing: Tests and inspections that are performed specifically for the Project
before products and materials are incorporated into the Work to verify performance or compliance
with specified criteria.
D.
Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing
agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to
establish product performance and compliance with industry standards.
E.
Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e., plant,
mill, factory, or shop.
F.
Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of
the Work and for completed Work.
QUALITY ASSURANCE
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G.
Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing
laboratory shall mean the same as testing agency.
H.
Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee,
Sub-contractor, or Sub-subcontractor, to perform a particular construction operation, including
installation, erection, application, and similar operations.
1.
I.
1.3
Using a term such as "carpentry" does not imply that certain construction activities must be
performed by accredited or unionized individuals of a corresponding generic name, such as
"carpenter." It also does not imply that requirements specified apply exclusively to trades
people of the corresponding generic name.
Experienced: When used with an entity, "experienced" means having successfully completed a
minimum of 5 previous projects similar in size and scope to this Project; being familiar with special
requirements indicated; and having complied with requirements of authorities having jurisdiction.
CONFLICTING REQUIREMENTS
A.
General: If compliance with two or more standards is specified and the standards establish
different or conflicting requirements for minimum quantities or quality levels, comply with the
most stringent requirement. Refer uncertainties and requirements that are different, but apparently
equal, to Contractor for a decision before proceeding.
B.
Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the
minimum provided or performed. The actual installation may comply exactly with the minimum
quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply
with these requirements, indicated numeric values are minimum or maximum, as appropriate, for
the context of requirements. Refer uncertainties to Contractor for a decision before proceeding.
1.4
SUBMITTALS
A.
Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate
their capabilities and experience. Include proof of qualifications in the form of a recent report on
the inspection of the testing agency by a recognized authority.
B.
Reports: Prepare and submit certified written reports that include the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
Date of issue.
Project title and number.
Name, address, and telephone number of testing agency.
Dates and locations of samples and tests or inspections.
Names of individuals making tests and inspections.
Description of the Work and test and inspection method.
Identification of product and Specification Section.
Complete test or inspection data.
Test and inspection results and an interpretation of test results.
Record of temperature and weather conditions at time of sample taking and testing and
inspecting.
QUALITY ASSURANCE
01 43 00 - 2
11.
12.
13.
C.
1.5
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Comments or professional opinion on whether tested or inspected Work complies with the
Contract Document requirements.
Name and signature of laboratory inspector.
Recommendations on retesting and reinspection.
Permits, Licenses, and Certificates: For Owner's records, Contractor and Sub-contractor(s) will
submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional
settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar
documents, established for compliance with standards and regulations bearing on performance of
the Work.
QUALITY ASSURANCE
A.
General: Qualifications paragraphs in this Article establish the minimum qualification levels
required; individual Specification Sections specify additional requirements.
B.
Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work
similar in material, design, and extent to that indicated for this Project, whose work has resulted in
construction with a record of successful in-service performance.
C.
Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to
those indicated for this Project and with a record of successful in-service performance, as well as
sufficient production capacity to produce required units.
D.
Fabricator Qualifications: A firm experienced in producing products similar to those indicated for
this Project and with a record of successful in-service performance, as well as sufficient production
capacity to produce required units.
E.
Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in
jurisdiction where Project is located and who is experienced in providing engineering services of
the kind indicated. Engineering services are defined as those performed for installations of the
system, assembly, or products that are similar to those indicated for this Project in material, design,
and extent.
F.
Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the
experience and capability to conduct testing and inspecting indicated, as documented according to
ASTM E 548; and with additional qualifications specified in individual Sections; and where required
by authorities having jurisdiction, that is acceptable to authorities.
1.
2.
G.
NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.
NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory
Accreditation Program.
Factory-Authorized Service Representative Qualifications: An authorized representative of
manufacturer who is trained and approved by manufacturer to inspect installation of
manufacturer's products that are similar in material, design, and extent to those indicated for this
Project.
QUALITY ASSURANCE
01 43 00 - 3
1.6
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QUALITY CONTROL
A.
Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility,
Owner will engage a qualified testing agency to perform these services.
1.
2.
B.
Owner will furnish Contractor/Sub-contractors with names, addresses, and telephone
numbers of testing agencies engaged and a description of types of testing and inspecting they
are engaged to perform.
Costs for retesting and re-inspecting construction that replaces or is necessitated by Work
that failed to comply with the Contract Documents will be charged to Contractor, and the
Contract Sum will be adjusted by Change Order.
Tests and inspections not explicitly assigned to Owner or Contractor are Sub-contractor's
responsibility. Unless otherwise indicated, provide quality-control services specified and those
required by authorities having jurisdiction. Perform quality-control services required by authorities
having jurisdiction, whether specified or not.
1.
Where services are indicated as Sub-contractor's responsibility, engage a qualified testing
agency to perform these quality-control services.
a.
2.
3.
4.
5.
Sub-contractor shall not employ same entity engaged by Owner and/or Contractor,
unless agreed to in writing by Owner.
Notify testing agencies at least 24 hours in advance of time when Work that requires testing
or inspecting will be performed.
Where quality-control services are indicated as Sub-contractor's responsibility, submit a
certified written report, in duplicate, of each quality-control service to General Contractor
within a minimum of 48 hours before commencing associated work.
Testing and inspecting requested by Sub-contractors and not required by the Contract
Documents are Sub-contractor's sole responsibility.
Contractor may submit additional copies of each written report directly to authorities having
jurisdiction, when instructed to do so by such authorities.
C.
Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative
to inspect field-assembled components and equipment installation, including service connections.
Report results in writing as specified in Division 1 Section "Submittal Procedures."
D.
Retesting/Re-inspection: Regardless of whether original tests or inspections were Sub-contractor's
responsibility, provide quality-control services, including retesting and re-inspection, for
construction that replaced Work that failed to comply with the Contract Documents.
E.
Testing Agency Responsibilities: Cooperate with Architect, Contractor and Owner in performance
of duties. Provide qualified personnel to perform required tests and inspections.
1.
2.
3.
Notify Contractor promptly of irregularities or deficiencies observed in the Work during
performance of its services.
Determine the location from which test samples will be taken and in which in-situ tests are
conducted.
Conduct and interpret tests and inspections and state in each report whether tested and
inspected work complies with or deviates from requirements.
QUALITY ASSURANCE
01 43 00 - 4
4.
5.
6.
F.
4.
5.
6.
7.
Access to the Work.
Incidental labor and facilities necessary to facilitate tests and inspections.
Adequate quantities of representative samples of materials that require testing and
inspecting. Assist agency in obtaining samples.
Facilities for storage and field curing of test samples.
Delivery of samples to testing agencies.
Preliminary design mix proposed for use for material mixes that require control by testing
agency.
Security and protection for samples and for testing and inspecting equipment at Project site.
Coordination: Coordinate sequence of activities to accommodate required quality-assurance and
quality-control services with a minimum of delay and to avoid necessity of removing and replacing
construction to accommodate testing and inspecting.
1.
1.7
Submit a certified written report, in duplicate, of each test, inspection, and similar qualitycontrol service through General Contractor.
Do not release, revoke, alter, or increase the Contract Document requirements or approve
or accept any portion of the Work.
Do not perform any duties of Contractor.
Associated Services: Cooperate with agencies performing required tests, inspections, and similar
quality-control services, and provide reasonable auxiliary services as requested. Notify agency
sufficiently in advance of operations to permit assignment of personnel. Provide the following:
1.
2.
3.
G.
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Schedule times for tests, inspections, obtaining samples, and similar activities.
SPECIAL TESTS AND INSPECTIONS
A.
Special Tests and Inspections: Owner will engage a qualified testing agency to conduct special tests
and inspections required by authorities having jurisdiction as the responsibility of Owner.
1.
2.
3.
4.
5.
6.
Verifying that manufacturer maintains detailed fabrication and quality-control procedures
and reviewing the completeness and adequacy of those procedures to perform the Work.
Notifying Contractor promptly of irregularities and deficiencies observed in the Work during
performance of its services.
Submitting a certified written report of each test, inspection, and similar quality-control
service to Contractor for distribution to Architect and to authorities having jurisdiction.
Submitting a final report of special tests and inspections at Substantial Completion that
includes a list of unresolved deficiencies.
Interpreting tests and inspections and stating in each report whether tested and inspected
Work complies with or deviates from the Contract Documents.
Retesting and re-inspecting corrected Work.
QUALITY ASSURANCE
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PART 3 - EXECUTION
3.1
REPAIR AND PROTECTION
A.
General: On completion of testing, inspecting, sample taking, and similar services, repair damaged
construction and restore substrates and finishes.
1.
Provide materials and comply with installation requirements specified in other Specification
Sections. Restore patched areas and extend restoration into adjoining areas with durable
seams that are as invisible as possible.
B.
Protect construction exposed by or for quality-control service activities.
C.
Repair and protection are sub-contractor's responsibility, regardless of the assignment of
responsibility for quality-control services. Sub-Contractors shall bring discrepancies in field
conditions to the attention of the General Contractor in writing a maximum of seven (7) days after
incident.
QUALITY ASSURANCE
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SECTION 01 60 00 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1
SUMMARY
A.
This Section includes administrative and procedural requirements for selection of products for use
in Project; product delivery, storage, and handling; manufacturers' standard warranties on products;
special warranties; product substitutions; and comparable products.
B.
See Division 1 Section "Closeout Procedures" for submitting warranties for Contract closeout.
C.
See other Specification Sections for specific requirements for warranties on products and
installations specified to be warranted.
1.2
DEFINITIONS
A.
Products: Items purchased for incorporating into the Work, whether purchased for Project or
taken from previously purchased stock. The term "product" includes the terms "material,"
"equipment," "system," and terms of similar intent.
1.
2.
3.
Named Products: Items identified by manufacturer's product name, including make or
model number or other designation shown or listed in manufacturer's published product
literature that is current as of date of the Contract Documents.
New Products: Items that have not previously been incorporated into another project or
facility, except that products consisting of recycled-content materials are allowed, unless
explicitly stated otherwise. Products salvaged or recycled from other projects are not
considered new products.
Comparable Product: Product that is demonstrated and approved through submittal
process, or where indicated as a product substitution, to have the indicated qualities related
to type, function, dimension, in-service performance, physical properties, appearance, and
other characteristics that equal or exceed those of specified product.
B.
Substitutions: Changes in products, materials, equipment, and methods of construction from those
required by the Contract Documents and proposed by Sub-contractor(s).
C.
Basis-of-Design Product Specification: Where a specific manufacturer's product is named and
accompanied by the words "basis of design," including make or model number or other
designation, to establish the significant qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics for purposes of evaluating
comparable products of other named manufacturers.
01 60 00 - 1
1.3
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SUBMITTALS
A.
Substitution Requests: Submit to Contractor for distribution to Architect three (3) copies of each
request for consideration. Identify product or fabrication or installation method to be replaced.
Include Specification Section number and title and Drawing numbers and titles.
1.
2.
Substitution Request Form: Use agreed upon form.
Documentation: Show compliance with requirements for substitutions and the following, as
applicable:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
3.
1.4
Statement indicating why specified material or product cannot be provided.
Coordination information, including a list of changes or modifications needed to
other parts of the Work and to construction performed by Owner and separate subcontractors that will be necessary to accommodate proposed substitution.
Detailed comparison of significant qualities of proposed substitution with those of
the Work specified. Significant qualities may include attributes such as performance,
weight, size, durability, visual effect, and specific features and requirements indicated.
Product Data, including drawings and descriptions of products and fabrication and
installation procedures.
Samples, where applicable or requested.
List of similar installations for completed projects with project names and addresses
and names and addresses of architects and owners.
Material test reports from a qualified testing agency indicating and interpreting test
results for compliance with requirements indicated.
Research/evaluation reports evidencing compliance with building code in effect for
Project, from a model code organization acceptable to authorities having jurisdiction.
Detailed comparison of Contractor's Construction Schedule using proposed
substitution with products specified for the Work, including effect on the overall
Contract Time. If specified product or method of construction cannot be provided
within the Contract Time, include letter from manufacturer, on manufacturer's
letterhead, stating lack of availability or delays in delivery.
Cost information, including a proposal of change, if any, in the Contract Sum.
Sub-Contractor's certification that proposed substitution complies with requirements
in the Contract Documents and is appropriate for applications indicated.
Sub-contractor's waiver of rights to additional payment or time that may subsequently
become necessary because of failure of proposed substitution to produce indicated
results.
Architect's Action: If necessary, Architect will request additional information or
documentation for evaluation within 5 business days of receipt of a request for substitution.
Architect will notify Contractor of acceptance or rejection of proposed substitution within
10 business days of receipt of request, or 5 business days of receipt of additional information
or documentation, whichever is later.
QUALITY ASSURANCE
A.
Compatibility of Options: If Contractor or Sub-Contractor is given option of selecting between
two or more products for use on Project, product selected shall be compatible with products
previously selected, even if previously selected products were also options.
01 60 00 - 2
1.5
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PRODUCT DELIVERY, STORAGE, AND HANDLING
A.
Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft. Comply with manufacturer's written instructions.
B.
Delivery and Handling:
1.
2.
3.
4.
C.
Storage:
1.
2.
3.
4.
5.
6.
7.
1.6
Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding
of construction spaces.
Coordinate delivery with installation time to ensure minimum holding time for items that are
flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
Deliver products to Project site in an undamaged condition in manufacturer's original sealed
container or other packaging system, complete with labels and instructions for handling,
storing, unpacking, protecting, and installing.
Inspect products on delivery to ensure compliance with the Contract Documents and to
ensure that products are undamaged and properly protected.
Store products to allow for inspection and measurement of quantity or counting of units.
Store materials in a manner that will not endanger Project structure.
Store products that are subject to damage by the elements indoors.
Store cementitious products and materials on elevated platforms.
Store foam plastic from exposure to sunlight, except to extent necessary for period of
installation and concealment.
Comply with product manufacturer's written instructions for temperature, humidity,
ventilation, and weather-protection requirements for storage.
Protect stored products from damage and liquids from freezing.
PRODUCT WARRANTIES
A.
Warranties specified in other Sections shall be in addition to, and run concurrent with, other
warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on
product warranties do not relieve Sub-Contractor(s) of obligations under requirements of the
Contract Documents.
1.
2.
B.
Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer
for a particular product and specifically endorsed by manufacturer to Owner.
Special Warranty: Written warranty required by or incorporated into the Contract
Documents, either to extend time limit provided by manufacturer's warranty or to provide
more rights for Owner.
Special Warranties: Prepare a written document that contains appropriate terms and identification,
ready for execution. Submit a draft for approval before final execution.
1.
2.
Manufacturer's Standard Form: Modified to include Project-specific information and
properly executed.
Specified Form: When specified forms are included with the Specifications, prepare a
written document using appropriate form properly executed.
01 60 00 - 3
3.
C.
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Refer to other Specification Sections for specific content requirements and particular
requirements for submitting special warranties.
Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures."
PART 2 - PRODUCTS
2.1
PRODUCT SELECTION PROCEDURES
A.
General Product Requirements: Provide products that comply with the Contract Documents, that
are undamaged and, unless otherwise indicated, that are new at time of installation.
1.
2.
3.
4.
5.
6.
B.
Provide products complete with accessories, trim, finish, fasteners, and other items needed
for a complete installation and indicated use and effect.
Standard Products: If available, and unless custom products or nonstandard options are
specified, provide standard products of types that have been produced and used successfully
in similar situations on other projects.
Owner reserves the right to limit selection to products with warranties not in conflict with
requirements of the Contract Documents.
Where products are accompanied by the term "as selected," Architect will make selection.
Where products are accompanied by the term "match sample," sample to be matched is
Architect's. Submit samples to General Contractor for distribution to Architect as outlined
in Division I “Submittal Procedures.”
Descriptive, performance, and reference standard requirements in the Specifications
establish "salient characteristics" of products.
Product Selection Procedures:
1.
Available Products: Where Specifications include a list of names of both products and
manufacturers, provide one of the products listed, or an unnamed product, that complies
with requirements. Comply with provisions in Part 2 "Comparable Products" Article for
consideration of an unnamed product.
2.
Available Manufacturers: Where Specifications include a list of manufacturers, provide a
product by one of the manufacturers listed, or an unnamed manufacturer, that complies with
requirements. Comply with provisions in Part 2 "Comparable Products" Article for
consideration of an unnamed product.
3.
Product Options: Where Specifications indicate that sizes, profiles, and dimensional
requirements on Drawings are based on a specific product or system, provide the specified
product or system. Comply with provisions in Part 2 "Product Substitutions" Article for
consideration of an unnamed product or system.
4.
Basis-of-Design Product: Where Specifications name a product and include a list of
manufacturers, provide the specified product or a comparable product by one of the other
named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and
other characteristics that are based on the product named. Comply with provisions in Part 2
"Comparable Products" Article for consideration of an unnamed product by the other
named manufacturers.
5.
Visual Matching Specification: Where Specifications require matching an established
Sample, select a product that complies with requirements and matches Architect's sample.
Architect's decision will be final on whether a proposed product matches.
01 60 00 - 4
a.
6.
If no product available within specified category matches and complies with other
specified requirements, comply with provisions in Part 2 "Product Substitutions"
Article for proposal of product.
Visual Selection Specification: Where Specifications include the phrase "as selected from
manufacturer's colors, patterns, textures" or a similar phrase, select a product that complies
with other specified requirements.
a.
b.
2.2
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Standard Range: Where Specifications include the phrase "standard range of colors,
patterns, textures" or similar phrase, Architect will select color, pattern, density, or
texture from manufacturer's product line that does not include premium items.
Full Range: Where Specifications include the phrase "full range of colors, patterns,
textures" or similar phrase, Architect will select color, pattern, density, or texture from
manufacturer's product line that includes both standard and premium items.
PRODUCT SUBSTITUTIONS
A.
Timing: Architect and/or Contractor will consider requests for substitution only if received within
30 calendar days after the Notice to Proceed. Requests received after that time may be considered
or rejected at discretion of Architect.
B.
Conditions: Architect and/or Contractor will consider Sub-Contractor's request for substitution
when the following conditions are satisfied. If the following conditions are not satisfied, requests
will be returned without action, except to record noncompliance with these requirements:
1.
2.
3.
4.
5.
6.
7.
8.
9.
2.3
Requested substitution offers Owner a substantial advantage in cost, time, energy
conservation, or other considerations, after deducting additional responsibilities Owner must
assume. Owner's additional responsibilities may include compensation for professional
redesign and evaluation services, increased cost of other construction by Owner, change in
Contractor’s Construction schedule and similar considerations.
Requested substitution does not require extensive revisions to the Contract Documents.
Requested substitution is consistent with the Contract Documents and will produce
indicated results.
Substitution request is fully documented and properly submitted.
Requested substitution will not adversely affect Contractor's Construction Schedule.
Requested substitution has received necessary approvals of authorities having jurisdiction.
Requested substitution is compatible with other portions of the Work.
Requested substitution has been coordinated with other portions of the Work.
Requested substitution provides specified warranty.
COMPARABLE PRODUCTS
A.
Conditions: Architect and/or Contractor will consider Sub-contractor's request for comparable
product when the following conditions are satisfied. If the following conditions are not satisfied,
Architect/Contractor will return requests without action, except to record noncompliance with
these requirements:
01 60 00 - 5
1.
2.
3.
4.
5.
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Evidence that the proposed product does not require extensive revisions to the Contract
Documents that it is consistent with the Contract Documents and will produce the indicated
results, and that it is compatible with other portions of the Work.
Detailed comparison of significant qualities of proposed product with those named in the
Specifications. Significant qualities include attributes such as performance, weight, size,
durability, visual effect, and specific features and requirements indicated.
Evidence that proposed product provides specified warranty.
List of similar installations for completed projects with project names and addresses and
names and addresses of architects and owners, if requested.
Samples, if requested.
01 60 00 - 6
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SECTION 01 73 29 - CUTTING AND PATCHING
PART 1 - GENERAL
1.1
SUMMARY
A.
This Section includes procedural requirements for cutting and patching.
B.
See Divisions 2 through 30 Sections for specific requirements and limitations applicable to cutting
and patching individual parts of the Work.
1.2
DEFINITIONS
A.
Cutting: Removal of existing construction necessary to permit installation or performance of other
Work.
B.
Patching: Fitting and repair Work required to restore surfaces to original conditions after
installation of other Work.
1.3
SUBMITTALS
A.
Cutting and Patching Proposal: Submit a proposal describing procedures at least ten (10) days
before the time cutting and patching will be performed, requesting approval to proceed. Include
the following information:
1.
2.
3.
4.
5.
6.
7.
Extent: Describe cutting and patching, show how they will be performed, and indicate why
they cannot be avoided.
Changes to Existing Construction: Describe anticipated results. Include changes to
structural elements and operating components as well as changes in building's appearance
and other significant visual elements.
Products: List products to be used and firms or entities that will perform the Work.
Dates: Indicate when cutting and patching will be performed.
Utility Services and Mechanical/Electrical Systems: List services/systems that cutting and
patching procedures will disturb or affect. List services/systems that will be relocated and
those that will be temporarily out of service. Indicate how long services/systems will be
disrupted.
Structural Elements: Where cutting and patching involve adding reinforcement to structural
elements, submit details and engineering calculations showing integration of reinforcement
with original structure.
Architect's Approval: Obtain approval of cutting and patching proposal before cutting and
patching. Approval does not waive right to later require removal and replacement of
unsatisfactory Work.
CUTTING AND PATCHING
01 73 29 - 1
1.4
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QUALITY ASSURANCE
A.
Structural Elements: Do not cut and patch structural elements in a manner that could change their
load-carrying capacity or load-deflection ratio.
B.
Operational Elements: Do not cut and patch operating elements and related components in a
manner that results in reducing their capacity to perform as intended or that results in increased
maintenance or decreased operational life or safety.
C.
Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a
manner that could change their load-carrying capacity, that results in reducing their capacity to
perform as intended, or that results in increased maintenance or decreased operational life or safety.
D.
Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence
of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied
spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities.
Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.
1. If possible, retain original Installer or Fabricator to cut and patch exposed Work.
1.5
WARRANTY
A.
Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during cutting and patching operations, by methods and with materials so as not to void existing
warranties.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
General: Comply with requirements specified in other Sections.
B.
Existing Materials: Use materials identical to existing materials. For exposed surfaces, use
materials that visually match existing adjacent surfaces to the fullest extent possible.
1.
If identical materials are unavailable or cannot be used, use materials that, when installed,
will match the visual and functional performance of existing materials.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine surfaces to be cut and patched and conditions under which cutting and patching are to be
performed.
01 73 29 - 2
1.
2.
3.2
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Compatibility: Before patching, verify compatibility with and suitability of substrates,
including compatibility with existing finishes or primers.
Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.
PREPARATION
A.
Temporary Support: Provide temporary support of Work to be cut.
B.
Protection: Protect in-place construction during cutting and patching to prevent damage. Provide
protection from adverse weather conditions for portions of Project that might be exposed during
cutting and patching operations.
C.
Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to
adjoining areas.
D.
Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are
required to be removed, relocated, or abandoned, bypass such services/systems before cutting to
prevent interruption to occupied areas.
3.3
PERFORMANCE
A.
General: Employ skilled workers to perform cutting and patching. Proceed with cutting and
patching at the earliest feasible time, and complete without delay.
1.
B.
Cut existing construction to provide for installation of other components or performance of
other construction, and subsequently patch as required to restore surfaces to their original
condition.
Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or
adjoining construction. If possible, review proposed procedures with original Installer; comply
with original Installer's written recommendations.
1.
2.
3.
4.
5.
6.
In general, use hand or small power tools designed for sawing and grinding, not hammering
and chopping. Cut holes and slots as small as possible, neatly to size required, and with
minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.
Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.
Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamondcore drill.
Excavating and Backfilling: Comply with requirements in applicable Division 31 and 32
Sections where required by cutting and patching operations.
Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be
removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent
entrance of moisture or other foreign matter after cutting.
Proceed with patching after construction operations requiring cutting are complete.
01 73 29 - 3
C.
Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations
following performance of other Work. Patch with durable seams that are as invisible as possible.
Provide materials and comply with installation requirements specified in other Sections.
1.
2.
3.
4.
D.
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Inspection: Where feasible, test and inspect patched areas after completion to demonstrate
integrity of installation.
Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration
into retained adjoining construction in a manner that will eliminate evidence of patching and
refinishing.
Floors and Walls: Where walls or partitions that are removed extend one finished area into
another, patch and repair floor and wall surfaces in the new space. Provide an even surface
of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings
and replace with new materials, if necessary, to achieve uniform color and appearance.
Ceilings: Patch, repair, or re-hang existing ceilings as necessary to provide an even-plane
surface of uniform appearance.
Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove
paint, mortar, oils, putty, and similar materials.
01 73 29 - 4
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SECTION 01 77 00 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1
SUMMARY
A. This Section includes administrative and procedural requirements for contract closeout, including,
but not limited to, the following:
1.
2.
3.
4.
Inspection procedures.
Warranties.
Final cleaning.
Attic stock and excess materials.
B.
See Division 1 Section "Payment Procedures" for requirements for Applications for Payment for
Substantial and Final Completion.
C.
See Division 1 Section "Payment Procedures" for submitting Record Drawings, Record
Specifications, and Record Product Data.
D. See other Specification Sections for specific closeout and special cleaning requirements for the
Work in those Sections.
1.2
SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for determining date of Substantial
Completion, Contractor shall complete the following. List items below that are incomplete in
request.
1.
2.
3.
4.
5.
6.
7.
8.
9.
Prepare a list of items to be completed and corrected (punch list), the value of items on the
list, and reasons why the Work is not complete.
Advise Owner of pending insurance changeover requirements.
Submit all specific warranties, workmanship bonds, maintenance service agreements, final
certifications, and similar documents to Contractor for compilation on behalf of Owner.
Obtain and submit releases permitting Owner unrestricted use of the Work and access to
services and utilities. Include occupancy permits, operating certificates, and similar releases.
Prepare and submit Project Record Documents, operation and maintenance manuals, Final
Completion construction photographs, damage or settlement surveys, property surveys, and
similar final record information for each Sub-Contractor’s Scope of Work.
Deliver tools, spare parts, extra materials, and similar items to location designated by Owner.
Label with manufacturer's name and model number where applicable.
Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's
personnel of changeover in security provisions.
Complete startup testing of systems.
Submit test/adjust/balance records.
CLOSEOUT PROCEDURES
01 77 00 - 1
10.
11.
12.
13.
14.
B.
Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
Advise Owner of changeover in heat and other utilities.
Submit changeover information related to Owner's occupancy, use, operation, and
maintenance.
Complete final cleaning requirements, including touchup painting.
Touch up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
Inspection: Contractor shall generate a written request for inspection for Substantial Completion.
On receipt of request, Architect will either proceed with inspection or notify Contractor of
unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after
inspection or will notify Contractor of items, either on Contractor's list or additional items
identified by Architect, that must be completed or corrected before certificate will be issued.
1.
2.
1.3
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Re-inspection: Request re-inspection when the Work identified in previous inspections as
incomplete is completed or corrected.
Results of completed inspection will form the basis of requirements for Final Completion.
FINAL COMPLETION – Individual Sub-Contractors
A. Preliminary Procedures: Before requesting inspection for determining Final Completion of SubContract Scope of Work, complete the following, and submit to General Contractor:
1.
2.
3.
4.
B.
Inspection: Submit a written request for final inspection for acceptance. On receipt of request,
Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.
Architect will authorize a Certificate for Payment after inspection or will notify Contractor of
Work that must be completed or corrected before certificate will be issued. The final
determination / responsibility for Completion and/or Payment lies with the Contractor.
1.
1.4
Submit a final Application for Payment according to Division 1 Section "Payment
Procedures."
Submit certified copy of Contractor’s Inspection List of items to be completed or corrected
(punch list), endorsed and dated by Architect. The certified copy of the list shall state that
each item has been completed or otherwise resolved for acceptance.
Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
Re-inspection: Request re-inspection when the Work identified in previous inspections as
incomplete is completed or corrected.
LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Preparation: Submit three copies of list. Include name and identification of each space and area
affected by construction operations for incomplete items and items needing correction including,
if necessary, areas disturbed by Contractor that are outside the limits of construction.
CLOSEOUT PROCEDURES
01 77 00 - 2
1.
2.
1.5
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Organize list of spaces in sequential order, starting with exterior areas first and proceeding
from lowest floor to highest floor.
Organize items applying to each space by major element, including categories for ceiling,
individual walls, floors, equipment, and building systems.
WARRANTIES
A. Submittal Time: Submit written warranties for Work where commencement of warranties other
than date of Substantial Completion is indicated.
B.
Organize warranty documents into an orderly sequence based on the table of contents of the
Project Manual.
1.
2.
3.
C.
Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thickness
as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.
Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab
to identify the product or installation. Provide a typed description of the product or
installation, including the name of the product and the name, address, and telephone number
of Installer.
Identify each binder on the front and spine with the typed or printed title "WARRANTIES,"
Project name, and name of Sub-contractor(s).
Provide additional copies of each warranty in operation and maintenance manuals.
PART 2 - PRODUCTS
2.1
MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator
of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health
or property or that might damage finished surfaces.
PART 3 - EXECUTION
3.1
FINAL CLEANING
A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with
local laws and ordinances and Federal and local environmental and antipollution regulations.
B.
Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit to condition expected in an average commercial building cleaning and
maintenance program. Comply with manufacturer's written instructions.
1.
Complete the following cleaning operations before requesting inspection for certification of
Substantial Completion for entire Project or for a portion of Project:
CLOSEOUT PROCEDURES
01 77 00 - 3
a.
b.
c.
d.
e.
f.
g.
h.
i.
Clean Project site in areas disturbed by construction activities of rubbish, waste
material, litter, and other foreign substances.
Remove tools, construction equipment, machinery, and surplus material from Project
site.
Clean exposed interior hard-surfaced finishes to a dirt-free condition, free of stains,
films, and similar foreign substances. Restore reflective surfaces to their original
condition.
Remove debris and surface dust from limited access spaces, including plenums, shafts,
equipment vaults, and similar spaces.
Sweep concrete floors broom clean in unoccupied spaces.
Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if
visible soil or stains remain.
Clean transparent materials, including mirrors and glass in doors and windows.
Remove glazing compounds and other noticeable, vision-obscuring materials.
Replace chipped or broken glass and other damaged transparent materials. Polish
mirrors and glass, taking care not to scratch surfaces.
Remove labels that are not permanent.
Touch up and otherwise repair and restore marred, exposed finishes and surfaces.
Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that
already show evidence of repair or restoration.
1)
j.
k.
l.
m.
n.
o.
C.
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Do not paint over "UL" and similar labels, including mechanical and electrical
nameplates.
Wipe surfaces of mechanical and electrical equipment, elevator equipment, and similar
equipment. Remove excess lubrication, paint and mortar droppings, and other
foreign substances.
Replace parts subject to unusual operating conditions.
Clean plumbing fixtures to a sanitary condition, free of stains, including stains
resulting from water exposure.
Replace disposable air filters and clean permanent air filters. Clean exposed surfaces
of diffusers, registers, and grills.
Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
Replace burned-out bulbs, and those noticeably dimmed by hours of use, and
defective and noisy starters in fluorescent and mercury vapor fixtures to comply with
requirements for new fixtures.
Leave Project clean and ready for occupancy.
Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid
Project of rodents, insects, and other pests. Contractor to forward a copy of the SubContractor(s) report to Owner for record.
D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or
excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials
into drainage systems. Remove waste materials from Project site and dispose of lawfully.
4.2
ATTIC STOCK AND EXCESS MATERIAL
A. Provide at least the minimum quantity of attic stock required per percentages listed per Divisions.
CLOSEOUT PROCEDURES
01 77 00 - 4
1.
2.
3.
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Clearly label each item or container with finish type & tag.
Review items with Architect
Schedule Storage of Attic Stock within the facility with Property Management.
CLOSEOUT PROCEDURES
01 77 00 - 5
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SECTION 01 78 23 - OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1
SUMMARY
A.
This Section includes administrative and procedural requirements for preparing operation and
maintenance manuals, including the following:
1.
2.
3.
Emergency manuals.
Operation manuals for systems, subsystems, and equipment.
Maintenance manuals for the care and maintenance of products, materials, finishes, and
systems and equipment.
B.
See other Specification Sections for specific operation and maintenance manual requirements for
the Work in those Sections.
C.
Section 01 77 00 “Close out Procedures.”
1.2
SUBMITTALS
A.
Manual: Sub-Contractor(s) to submit to General Contractor two (2) copies of each manual in final
form at least three (3) business days before inspection of Work.
PART 2 - PRODUCTS
2.1
MANUALS, GENERAL
A.
Organization: Unless otherwise indicated, organize each manual into a separate section for each
system and subsystem, and a separate section for each piece of equipment not part of a system.
Each manual shall contain a title page, table of contents, and manual contents.
B.
Title Page: Enclose title page in transparent plastic sleeve. Include the following information:
1.
2.
3.
4.
5.
6.
C.
Subject matter included in manual.
Date of submittal.
Name, address, and telephone number of General Contractor.
Name, address, and telephone number of Sub-Contractor.
Cross-reference to related systems in other operation and maintenance manuals.
Table of Contents: List each product included in manual, identified by product name, indexed to
the content of the volume, and cross-referenced to Specification Section number in Project Manual.
OPERATION AND MAINTENANCE DATA
01 78 23 - 1
D.
Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by
system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment,
and components of one system into a single binder.
1.
Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to
accommodate contents, sized to hold 8-1/2-by-11-inch (215-by-280-mm) paper; with clear
plastic sleeve on spine to hold label describing contents and with pockets inside covers to
hold folded oversize sheets.
a.
2.
3.
4.
Identify each binder on front and spine, with printed title "OPERATION AND
MAINTENANCE MANUAL," Project title or name, and subject matter of contents.
Indicate volume number for multiple-volume sets.
Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to
indicate contents. Include typed list of products and major components of equipment
included in the section on each divider, cross-referenced to Specification Section number
and title of Project Manual.
Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic
software diskettes for computerized electronic equipment.
Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.
a.
b.
2.2
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If oversize drawings are necessary, fold drawings to same size as text pages and use as
foldouts.
If drawings are too large to be used as foldouts, fold and place drawings in labeled
envelopes and bind envelopes in rear of manual. At appropriate locations in manual,
insert typewritten pages indicating drawing titles, descriptions of contents, and
drawing locations.
EMERGENCY MANUALS
A.
Content: Organize manual into a separate section for type of emergency, emergency instructions,
and emergency procedures.
B.
Type of Emergency: Where applicable for each type of emergency indicated below, include
instructions and procedures for each system, subsystem, piece of equipment, and component for
fire, flood, gas leak, water leak, power failure, water outage, equipment failure, and chemical release
or spill.
C.
Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and
similar codes and signals. Include responsibilities of Owner's operating personnel for notification
of Installer, supplier, and manufacturer to maintain warranties.
D.
Emergency Procedures: Include instructions on stopping, shutdown instructions for each type of
emergency, operating instructions for conditions outside normal operating limits, and required
sequences for electric or electronic systems.
01 78 23 - 2
2.3
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OPERATION MANUALS
A.
Content: In addition to requirements in this Section, include operation data required in individual
Specification Sections and equipment descriptions, operating standards, operating procedures,
operating logs, wiring and control diagrams, and license requirements.
B.
Descriptions: Include the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Product name and model number.
Manufacturer's name.
Equipment identification with serial number of each component.
Equipment function.
Operating characteristics.
Limiting conditions.
Performance curves.
Engineering data and tests.
Complete nomenclature and number of replacement parts.
C.
Operating Procedures: Include start-up, break-in, and control procedures; stopping and normal
shutdown instructions; routine, normal, seasonal, and weekend operating instructions; and required
sequences for electric or electronic systems.
D.
Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as
installed.
E.
Piped Systems:
identification.
2.4
Diagram piping as installed, and identify color-coding where required for
PRODUCT MAINTENANCE MANUAL
A.
Content: Organize manual into a separate section for each product, material, and finish. Include
source information, product information, maintenance procedures, repair materials and sources,
and warranties and bonds, as described below.
B.
Source Information: List each product included in manual, identified by product name and
arranged to match manual's table of contents. For each product, list name, address, and telephone
number of Installer or supplier and maintenance service agent, and cross-reference Specification
Section number and title in Project Manual.
C.
Product Information: Include the following, as applicable:
1.
2.
3.
4.
5.
Product name and model number.
Manufacturer's name.
Color, pattern, and texture.
Material and chemical composition.
Reordering information for specially manufactured products.
01 78 23 - 3
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D.
Maintenance Procedures: Include manufacturer's written recommendations and inspection
procedures, types of cleaning agents, methods of cleaning, schedule for cleaning and maintenance,
and repair instructions.
E.
Repair Materials and Sources: Include lists of materials and local sources of materials and related
services.
F.
Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and
conditions that would affect validity of warranties or bonds.
2.5
SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL
A.
Content: For each system, subsystem, and piece of equipment not part of a system, include source
information, manufacturers' maintenance documentation, maintenance procedures, maintenance
and service schedules, spare parts list and source information, maintenance service contracts, and
warranty and bond information, as described below.
B.
Source Information: List each system, subsystem, and piece of equipment included in manual,
identified by product name and arranged to match manual's table of contents. For each product,
list name, address, and telephone number of Installer or supplier and maintenance service agent,
and cross-reference Specification Section number and title in Project Manual.
C.
Manufacturers' Maintenance Documentation:
Manufacturers' maintenance documentation
including maintenance instructions, drawings and diagrams for maintenance, nomenclature of parts
and components, and recommended spare parts for each component part or piece of equipment:
D.
Maintenance Procedures: Include test and inspection instructions, troubleshooting guide,
disassembly instructions, and adjusting instructions that detail essential maintenance procedures:
E.
Maintenance and Service Schedules: Include service and lubrication requirements, list of required
lubricants for equipment, and separate schedules for preventive and routine maintenance and
service with standard time allotment.
F.
Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts
identified and cross-referenced to manufacturers' maintenance documentation and local sources of
maintenance materials and related services.
G.
Maintenance Service Contracts: Include copies of maintenance agreements with name and
telephone number of service agent.
H.
Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and
conditions that would affect validity of warranties or bonds.
01 78 23 - 4
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PART 3 - EXECUTION
3.1
MANUAL PREPARATION
A.
Emergency Manual: Assemble a complete set of emergency information indicating procedures for
use by emergency personnel and by Owner's operating personnel for types of emergencies
indicated.
B.
Product Maintenance Manual(s): Assemble a complete set of maintenance data indicating care and
maintenance of each product, material, and finish incorporated into the Work.
C.
Operation and Maintenance Manual(s): Assemble a complete set of operation and maintenance
data indicating operation and maintenance of each system, subsystem, and piece of equipment not
part of a system.
D.
Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only
sheets pertinent to product or component installed. Mark each sheet to identify each product or
component incorporated into the Work. If data include more than one item in a tabular format,
identify each item using appropriate references from the Contract Documents. Identify data
applicable to the Work and delete references to information not applicable.
E.
Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the
relationship of component parts of equipment and systems and to illustrate control sequence and
flow diagrams. Coordinate these drawings with information contained in Record Drawings to
ensure correct illustration of completed installation.
1.
F.
Do not use original Project Record Documents as part of operation and maintenance
manuals.
Comply with Division 1 Section "Closeout Procedures" for schedule for submitting operation and
maintenance documentation.
01 78 23 - 5
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SECTION 01 78 39 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1
SUMMARY
A.
This Section includes administrative and procedural requirements for Project Record Documents,
including the following:
1.
2.
3.
4.
Record Drawings.
Record Specifications.
Record Product Data.
Finish Control Book
B.
Section 01 77 00 “Closeout Procedures.”
C.
See other Specification Sections for specific requirements for Project Record Documents of the
Work in those Sections.
1.2
SUBMITTALS
A.
Record Drawings: Each Sub-Contractor shall comply with the following:
1.
B.
Number of Copies: Submit two (2) sets of marked-up Record Prints to General Contractor.
Record Specifications: Each Sub-Contractor shall comply with the following:
1.
Number of Copies: Submit two (2) copies of marked-up Project's Specifications, including
addenda and contract modifications to General Contractor.
C.
Record Product Data:
submittal.
Each Sub-Contractor shall submit two copies of each Product Data
D.
Finish Control Book: General Contractor shall return one copy of Finish Control Book to owner
upon completion of project. Finish Control Book must be intact and in good condition. If Finish
Control Book is not returned or is damaged, replacement cost of up to $250.00 shall be the
responsibility of the General Contractor.
PART 2 - PRODUCTS
2.1
RECORD DRAWINGS
A.
Record Prints: General Contractor shall maintain one set of blue- or black-line white prints of the
Contract Drawings and Shop Drawings on Site.
01 78 39 - 1
1.
Preparation: Mark Record Prints to show the actual installation where installation varies
from that shown originally. Require individual or entity who obtained record data, whether
individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up
Record Prints.
a.
b.
2.
3.
4.
B.
Give particular attention to information on concealed elements that would be difficult
to identify or measure and record later.
Record data as soon as possible after obtaining it. Record and check the markup
before enclosing concealed installations.
Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing
actual physical conditions, completely and accurately. If Shop Drawings are marked, show
cross-reference on the Contract Drawings.
Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between
changes for different categories of the Work at same location.
Note Contractor Directive numbers, alternate numbers, Change Order numbers, and similar
identification, where applicable.
Record Transparencies: Immediately before inspection for Certificate of Substantial Completion,
review marked-up Record Prints with Architect. Prepare a full set of corrected Contract Drawings
and Shop Drawings.
1.
2.
3.
C.
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Incorporate changes and additional information previously marked on Record Prints. Erase,
redraw, and add details and notations where applicable.
Refer instances of uncertainty to Architect for resolution.
Print the Contract Drawings and Shop Drawings for use as Record Transparencies.
Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD
DRAWING" in a prominent location.
1.
2.
3.
Record Prints: Organize Record Prints and newly prepared Record Drawings into
manageable sets. Bind each set with durable paper cover sheets. Include identification on
cover sheets.
Record Transparencies: Organize into unbound sets matching Record Prints. Place
transparencies in durable tube-type drawing containers with end caps. Mark end cap of each
container with identification. If container does not include a complete set, identify Drawings
included.
Identification: As follows:
a.
b.
c.
d.
e.
f.
Project name.
Date.
Designation "PROJECT RECORD DRAWINGS."
Name of Architect.
Name of General Contractor.
Name of Owner.
01 78 39 - 2
2.2
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RECORD SPECIFICATIONS
A.
Preparation: Mark Specifications to indicate the actual product installation where installation varies
from that indicated in Specifications, addenda, and contract modifications.
1.
2.
3.
4.
2.3
Give particular attention to information on concealed products and installations that cannot
be readily identified and recorded later.
Mark copy with the proprietary name and model number of products, materials, and
equipment furnished, including substitutions and product options selected.
Record the name of manufacturer, supplier, Installer, and other information necessary to
provide a record of selections made.
Note related Change Orders, Record Product Data, and Record Drawings where applicable.
RECORD PRODUCT DATA
A.
Preparation: Mark Product Data to indicate the actual product installation where installation varies
substantially from that indicated in Product Data submittal.
1.
2.
3.
2.4
Give particular attention to information on concealed products and installations that cannot
be readily identified and recorded later.
Include significant changes in the product delivered to Project site and changes in
manufacturer's written instructions for installation.
Note related Change Orders, Record Specifications, and Record Drawings where applicable.
MISCELLANEOUS RECORD SUBMITTALS
A.
Assemble miscellaneous records required by other Specification Sections for miscellaneous record
keeping and submittal in connection with actual performance of the Work. Bind or file
miscellaneous records and identify each, ready for continued use and reference.
PART 3 - EXECUTION
3.1
RECORDING AND MAINTENANCE
A.
Recording: Maintain one copy of each submittal during the construction period for Project Record
Document purposes. Post changes and modifications to Project Record Documents as they occur;
do not wait until the end of Project.
B.
Maintenance of Record Documents and Samples: Store Record Documents and Samples in the
field office apart from the Contract Documents used for construction. Do not use Project Record
Documents for construction purposes. Maintain Record Documents in good order and in a clean,
dry, legible condition, protected from deterioration and loss. Provide access to Project Record
Documents for Architect's reference during normal working hours.
01 78 39 - 3
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SECTION 02 41 19 - SELECTIVE STRUCTURE DEMOLITION
PART 1 - GENERAL
1.1
A.
SUMMARY
This Section includes the following:
1.
2.
1.2
Demolition and removal of selected portions of building or structure.
Salvage of existing items to be reused or recycled.
DEFINITIONS
A.
Remove: Detach items from existing construction and legally dispose of them off-site, unless
indicated to be removed and salvaged or removed and reinstalled.
B.
Remove and Salvage: Detach items from existing construction and deliver them to Owner ready
for reuse.
C.
Remove and Reinstall: Detach items from existing construction, prepare them for reuse, protect
and store off site, and reinstall them where indicated.
D.
Existing to Remain: Existing items of construction that are not to be removed and that are not
otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.
1.3
A.
1.4
SUBMITTALS
Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and
removal work, with starting and ending dates for each activity, interruption of utility services, use of
elevator and stairs, and locations of temporary partitions and means of egress.
QUALITY ASSURANCE
A.
Demolition Firm Qualifications: An experienced firm that has specialized in demolition work
similar in material and extent to that indicated for this Project.
B.
Regulatory Requirements: Comply with governing EPA notification regulations before beginning
selective demolition. Comply with hauling and disposal regulations of authorities having
jurisdiction.
C.
Standards: Comply with ANSI A10.6 and NFPA 241.
D.
Pre-demolition Conference: Conduct conference at Project site.
SELECTIVE STRUCTURE DEMOLITION
02 41 19 - 1
1.5
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PROJECT CONDITIONS
A.
Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct
selective demolition so Owner's operations will not be disrupted.
B.
Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as
practical.
C.
Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition.
D.
Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.
1.
If materials suspected of containing hazardous materials are encountered, do not disturb;
immediately notify Architect and Owner. Owner will remove hazardous materials under a
separate contract.
E.
Utility Service: Maintain existing utilities indicated to remain in service and protect them against
damage during selective demolition operations.
1.
1.6
A.
Maintain fire-protection facilities in service during selective demolition operations.
WARRANTY
Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during selective demolition, by methods and with materials so as not to void existing warranties.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Verify that utilities have been disconnected and capped.
B.
Survey existing conditions and correlate with requirements indicated to determine extent of
selective demolition required.
C.
Inventory and record the condition of items to be removed and reinstalled and items to be
removed and salvaged.
3.2
A.
UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
Existing Services/Systems: Maintain services/systems indicated to remain and protect them against
damage during selective demolition operations.
02 41 19 - 2
B.
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Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility
services and mechanical/electrical systems serving areas to be selectively demolished.
1.
2.
3.
3.3
Arrange to shut off indicated utilities with utility companies.
If services/systems are required to be removed, relocated, or abandoned, before proceeding
with selective demolition provide temporary services/systems that bypass area of selective
demolition and that maintain continuity of services/systems to other parts of building.
Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal
remaining portion of pipe or conduit after bypassing.
PREPARATION
A.
Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations
to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied
and used facilities.
B.
Temporary Facilities: Provide temporary barricades and other protection required to prevent injury
to people and damage to adjacent buildings and facilities to remain.
C.
Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to
preserve stability and prevent movement, settlement, or collapse of construction and finishes to
remain, and to prevent unexpected or uncontrolled movement or collapse of construction being
demolished.
3.4
A.
SELECTIVE DEMOLITION
General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within limitations of
governing regulations and as follows:
1.
2.
3.
4.
5.
Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting
methods least likely to damage construction to remain or adjoining construction. Use hand
tools or small power tools designed for sawing or grinding, not hammering and chopping, to
minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.
Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
Do not use cutting torches.
Locate selective demolition equipment and remove debris and materials so as not to impose
excessive loads on supporting walls, floors, or framing.
Dispose of demolished items and materials promptly.
B.
Reuse of Building Elements: As indicated on Drawings.
C.
Removed and Salvaged Items:
1.
2.
Clean salvaged items.
Pack or crate items after cleaning. Identify contents of containers.
02 41 19 - 3
3.
4.
5.
D.
2.
3.
4.
3.5
Store items in a secure area until delivery to Owner.
Transport items to Owner's storage area.
Protect items from damage during transport and storage.
Removed and Re-installed Items:
1.
E.
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Clean and repair items to functional condition adequate for intended reuse. Paint equipment
to match new equipment.
Pack or crate items after cleaning and repairing. Identify contents of containers.
Protect items from damage during transport and storage.
Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When approved by Architect, items may be removed to a suitable,
protected storage location during selective demolition and cleaned and reinstalled in their original
locations after selective demolition operations are complete.
DISPOSAL OF DEMOLISHED MATERIALS
A.
General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise
indicated to remain Owner's property, remove demolished materials from Project site and legally
dispose of them in an EPA-approved landfill.
B.
Demolished items and materials shall be removed from the building on a schedule
coordinated with Building Management and as approved by the Owner and Architect.
Demolition Contractor shall provide protection of existing building finishes as required to
prevent damage of any type during all transport of demolished materials and shall repair or
replace any materials and surfaces damaged by the demolition Work to the satisfaction of
the Architect. All required repair and replacement Work required shall be performed during
non-business evening and weekend hours.
C.
Burning: Do not burn demolished materials.
D.
Disposal: Transport demolished materials off Owner's property and legally dispose of them.
3.6
A.
CLEANING
Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition
operations. Return adjacent areas to condition existing before selective demolition operations
began.
02 41 19 - 4
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SECTION 06 10 00 - ROUGH CARPENTRY
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
Extent of Rough Carpentry is indicated on Drawings.
B.
1.
C.
1.3
Wood block and nailers
1.
Division 06 Section “Plastic Laminate Cabinets” for plastic laminate countertops and
cabinets.
2.
Division 09 Section "Gypsum Board Assemblies" for installation in metal framed
assemblies.
SUBMITTALS
A.
Product Data: For each type of process and factory-fabricated product. Indicate component
materials and dimensions and include construction and application details.
1.
2.
B.
Include data for wood-preservative treatment from chemical treatment manufacturer and
certification by treating plant that treated materials comply with requirements. Indicate
type of preservative used, net amount of preservative used, net amount of preservative
retained, and chemical treatment manufacturer’s written instructions for handling,
storing, installing, and finishing treated material.
Include data for fire-retardant treatment from chemical treatment manufacturer and
certification by treating plant that treated materials comply with requirements. Include
physical properties of treated materials, both before and after exposure to elevated
temperatures when tested according to ASTM D 5516 and ASTM D 5664.
Material Certificates: For dimension lumber specified to comply with minimum allowable unit
stresses. Indicate species and grade selected for each use and design values approved by
American Lumber Standards Committee Board of Review.
ROUGH CARPENTRY
06 10 00 - 1
1.4
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DELIVERY, STORAGE & HANDLING
A.
Stack lumber, plywood, and other panels; place spaces between each bundle to provide air
circulation. Provide for air circulation around stacks and under coverings.
PART 2 - PRODUCTS
2.1
WOOD PRODUCTS, GENERAL
A.
Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American
Lumber Standards Committee Board of Review.
1.
2.
3.
4.
B.
Wood Structural Panels:
1.
2.
3.
4.
2.2
Factory mark each piece of lumber with grade stamp of grading agency.
For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on
end or back of each piece.
Provide dressed lumber, S4S, unless otherwise indicated.
Provide dry lumber with 19-percent maximum moisture content at time of dressing for 2inch nominal thickness or less, unless otherwise indicated.
Plywood: Either DOC PS 1 or DOC PS 2 unless otherwise indicated.
Thickness: As needed comply with requirements specified but not less than thickness
indicated.
Comply with “Code Plus” provisions in APA Form No. E30K, “APA Design/
Construction Guide: Residential & Commercial.”
Factory mark panels according to indicated Standard.
WOOD-PRESERVATIVE TREATED MATERIALS
A.
Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood),
except that lumber that is not in contact with the ground and is continuously protected from
liquid water may be treated according to AWPA C31 with inorganic boron (SBX)].
1.
2.
Preservative Chemicals: Acceptable to authorities having jurisdiction and the following:
a.
Ammoniacal, or amine, copper quat (ACQ)
For exposed items indicated to receive a stained or natural finish, use chemical
formulations that do not require incising, contain colorants, bleed through, or otherwise
adversely affects finishes.
B.
Kiln-dry material after treatment to a maximum moisture content of 19 percent for lumber and
15-percent for plywood. Do not use material that is warped or does not comply with
requirements for untreated material.
C.
Mark each treated item with treatment quality mark of an inspection agency approved by the
American Lumber Society Committee Board of Review.
ROUGH CARPENTRY
06 10 00 - 2
1.
D.
2.3
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For exposed lumber indicated to receive a stained or natural finish, mark end or back of
each piece.
Application: Treat all items indicated on Drawings and wood cants, mailers, blocking, stripping
and similar members subject to high relative humidity and condensation.
FIRE-RETARDANT-TREATED MATERIALS
A.
General: When fire-retardant-treated materials are indicated, provide materials that comply
with performance requirements in AWPA C20 (lumber) and AWPA C27 (plywood). Identify
fire-retardant-treated wood with appropriate classification marking of UL, U.S. Testing, Timber
Products Inspection or another testing and inspecting agency acceptable to authorities having
jurisdiction.
1.
2.
3.
Use treatment for which chemical manufacturer publishes physical properties of treated
wood after exposure to elevated temperatures, when tested by a qualified independent
testing agency according to ASTM D 5664, for lumber and ASTM D 5516, for plywood.
Use treatment that does not promote corrosion of metal fasteners.
Use Interior Type A, High Temperature (HT), unless otherwise indicated.
B.
Identify fire-retardant-treated wood with appropriate classification marking of testing and
inspecting agency acceptable to authorities having jurisdiction.
C.
Application: Fire treat plywood backing panels and elsewhere indicated on Drawings.
2.4
MISCELLANEOUS LUMBER
A.
General: Provide for support or attachment of other construction, including the following:
1.
2.
3.
B.
For items of dimension lumber size, provide Standard, Stud, or No. 3 grade lumber with 19percent maximum moisture content of the following species:
1.
2.5
Blocking.
Cants.
Nailers.
Spruce-pine-fir (south) or Spruce-pine-fir; NELMA, NLGA, WCLIB, or WWPA.
FASTENERS
A.
General: Provide fasteners of size and type indicated that comply with requirements specified
in this Article for material and manufacture.
1.
Where rough carpentry is exposed to pressure-preservative treated, or in area of high
relative humidity, provide fasteners with hot-dip zinc coating complying with
ASTM A 153/A 153M.
ROUGH CARPENTRY
06 10 00 - 3
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INTERIOR
B.
Nails, Brads, and Staples: ASTM F 1667.
C.
Power-Driven Fasteners: CABO NER-272.
D.
Wood Screws: ASME B18.6.1
E.
Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954, except with wafer heads
and reamer wings, length as recommended by screw manufacturer for material being fastened.
F.
Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with
capability to sustain, without failure, a load equal to 6 times the load imposed when installed in
unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as
determined by testing per ASTM E 488 conducted by qualified independent testing and
inspecting agency.
1.
2.
Material: Carbon-steel components, zinc plated to comply with ASTM B 633, Class
Fe/Zn 5.
Material: Stainless steel with bolts and nuts complying with ASTM F 593 and ASTM F
594, Alloy Group 1 or 2.
PART 3 - EXECUTION
3.1
INSTALLATION, GENERAL
A.
Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and
fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit.
Locate nailers, blocking, and similar supports to comply with requirements for attaching other
construction.
B.
Do not use materials with defects that impair quality of rough carpentry or pieces that are too
small to use with minimum number of joints or optimum joint arrangement.
C.
Apply field treatment complying with AWPA M4 to cut surfaces of preservative-treated
lumber.
D.
Securely attach rough carpentry work to substrate by anchoring and fastening as indicated,
complying with the following:
1.
CABO NER-272 for power-driven fasteners
2.
Published requirements of metal framing anchor manufacturer
3.
Table 602.3(1), "Fastener Schedule for Structural Members.”
E.
Select fasteners of a size that will not fully penetrate members where opposite side will be
exposed to view or will receive finish materials. Make tight connections between members.
Install fasteners without splitting wood; pre-drill as required.
ROUGH CARPENTRY
06 10 00 - 4
3.2
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WOOD BLOCK & NAILER INSTALLATION
A.
Install where indicated and where required for attaching other Work. Form to shapes indicated
and cut as required for true line and level of attached work. Coordinate locations with other
Work involved.
B.
Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces,
unless otherwise indicated.
3.3
WOOD FRAMING INSTALLATION, GENERAL
A.
Framing Standard: Comply with AFPA’s “Manual for Wood Frame Construction,” unless
otherwise indicated.
B.
Framing with Engineered Wood Products: Install engineered wood products to comply with
manufacturer’s written instructions.
C.
Do not splice structural members between supports.
ROUGH CARPENTRY
06 10 00 - 5
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SECTION 06 41 16 – PLASTIC LAMINATE ARCHITECTURAL CABINETS
PART 1 - GENERAL
1.1
SUMMARY
A.
Drawings and general provisions of the Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to this Section.
B.
1.
Plastic-laminate countertops.
2.
Plastic-laminate cabinets
C.
Plastic laminate architectural cabinets includes wood furring, blocking, shims, and hanging strips
unless concealed within other construction before woodwork installation.
D.
Related sections include the following:
Division 09 Section Gypsum board assemblies for installation secured to metal framed
assemblies.
1.2
SUBMITTALS
A.
Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details,
attachment devices, and other components.
B.
Samples:
1.
Plastic-laminates, for each type, color, pattern, and surface finish.
2.
Thermoset decorative panels, for each type, color, pattern, and surface finish.
C.
Woodwork Quality Standard Compliance Certificates:
certificates.
1.3
AWI Quality Certification Program
QUALITY ASSURANCE
A.
Installer Qualifications: Fabricator of plastic laminate architectural cabinets.
B.
Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork
Quality Standards."
1.4
PROJECT CONDITIONS
A.
Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work
is complete, and HVAC system is operating and maintaining temperature and relative humidity at
occupancy levels during the remainder of the construction period.
06 41 16 - 1
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PART 2 - PRODUCTS
2.1
MATERIALS
A.
Wood Products:
1.
Hardboard: AHA A135.4.
2.
Medium-Density Fiberboard: ANSI A208.2, Grade MD, made with binder containing no
urea formaldehyde.
3.
Particleboard: ANSI A208.1, Grade M-2.
4.
Softwood Plywood: DOC PS 1, Medium Density Overlay.
B.
Thermoset Decorative Panels: Particleboard or medium-density fiberboard finished with thermally
fused, melamine-impregnated decorative paper complying with LMA SAT-1.
C.
High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or, if not indicated, as
required by woodwork quality standard.
2.2
CABINET HARDWARE AND ACCESSORIES
A.
General: Provide cabinet hardware and accessory materials associated with plastic laminate
architectural cabinets as indicated on Drawings or to match existing.
B.
Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA
A156.18 for BHMA finish number indicated and/or to match existing.
1.
2.3
Satin Stainless Steel
MISCELLANEOUS MATERIALS
A.
Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln-dried to less
than 15 percent moisture content.
B.
Adhesives, General: Do not use adhesives that contain urea formaldehyde.
2.4
FABRICATION
A.
General: Complete fabrication to maximum extent possible before shipment to Project site.
Where necessary for fitting at site, provide allowance for scribing, trimming, and fitting.
B.
Plastic-Laminate Countertops:
1.
2.
3.
4.
C.
High-Pressure Decorative Laminate Grade: HGS.
Colors, Patterns, and Finishes: As indicated on Drawings.
Edge Treatment: As indicated on Drawings.
Core Material at Sinks: Particleboard made with exterior glue.
Plastic-Laminate Cabinets:
06 41 16 - 2
2.5
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1.
2.
AWI Type of Cabinet Construction: As indicated on drawings.
Laminate Cladding for exposed surfaces: High-pressure decorative laminate as follows:
a.
Horizontal Surfaces Other Than Tops: Grade HGL
b.
Vertical Surfaces: Grade HGS
c.
Edges: Grade HGS edges banding, thick, matching laminate in color, pattern, and
finish.
3.
4.
5.
6.
Materials for semiexposed surfaces other than drawer bodies: Thermoset decoratve panels.
Drawer sides and backs: Thermoset decorative panels.
Drawer bottoms: Thermoset decorative panels.
Colors, patterns, finishes: As selected by Architect from laminate manufacturer’s full range.
SHOP FINISHING
A.
Finish architectural cabinets at fabrication shop. Defer only final touchup, cleaning, and polishing
until after installation.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Before installation, condition cabinets to average prevailing humidity conditions in installation
areas. Examine shop-fabricated Work for completion and complete Work as required, including
removal of packing.
B.
Grade: Install cabinets to comply with requirements for the same grade specified in Part 2 for
fabrication of type of architectural woodwork involved.
C.
Install cabinets level, plumb, true, and straight to a tolerance of 1/8-inch in 96-inches (3-mm in
2,400-mm). Shim as required with concealed shims.
D.
Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at
cuts.
E.
Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with
countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine
finishing nails or finishing screws for exposed fastening, countersunk and filled flush with cabinets
and matching final finish.
F.
Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately
aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered
operation.
1.
Fasten wall cabinets through back, near top and bottom., at ends and not more than 16
inches (400-mm) on center with No. 10 wafer-head screws sized for 1-inch (25-mm)
06 41 16 - 3
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INTERIOR
penetration into wood framing, blocking, or hanging strips or toggle bolts through metal
backing or metal framing behind wall finish as required.
G.
Countertops: Anchor securely by screwing through corner blocks of base cabinets or other
supports into underside of countertop. Caulk space between backsplash and wall with sealant
specified in Division 07 Section "Joint Sealants."
06 41 16 - 4
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SECTION 07 21 00 - THERMAL INSULATION
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
1.
Cavity-wall insulation.
3.
Concealed building insulation.
SUBMITTALS
A.
Product Data: For each type of product indicated.
B.
Samples for Verification: Full-size units for each type of exposed insulation indicated.
C.
1.
Division 9 Sections “Gypsum Board Assemblies” for installation in metal-framed assemblies
of insulation specified buy reference to this Section.
1.3
QUALITY ASSURANCE
A.
Retain ASTM test method below based on product and kind of fire-resistance characteristic
specified for each product in Part 2. Fire-Test-Response Characteristics: Provide insulation and
related materials with the fire-test-response characteristics indicated, as determined by testing
identical products per ASTM E 84 for surface-burning characteristics and other methods indicated
with product, by UL or another testing and inspecting agency acceptable to authorities having
jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting
agency.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
In other Part 2 articles where titles below introduce lists, the following requirements apply to
product selection:
1.
Products: Subject to compliance with requirements, provide one of the products specified.
2.
Manufacturers: Subject to compliance with requirements, provide products by one of the
manufacturers specified.
THERMAL INSULATION
07 21 00 - 1
2.2
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GLASS-FIBER BLANKET INSULATION
A.
Manufacturers:
1.
2.
3.
4.
5.
CertainTeed Corporation.
Guardian Fiberglass, Inc.
Johns Manville.
Knauf Fiber Glass.
Owens Corning.
B.
Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane
facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and
50, respectively; passing ASTM E 136 for combustion characteristics.
C.
Where glass-fiber blanket insulation is indicated by the following thicknesses, provide blankets in
batt or roll form with thermal resistances indicated:
1.
2.
3.
4.
5.
3-1/2 inches (89 mm) thick with a thermal resistance of 11 deg F x h x sq. ft./Btu
deg F (1.9 K x sq. m/W at 24 deg C).
at 75
at 75
at 75
at 75
at 75
PART 3 - EXECUTION
3.1
A.
Comply with insulation manufacturer's written instructions applicable to products and application
indicated.
B.
Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any
time to ice, rain, and snow.
C.
Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly
around obstructions and fill voids with insulation. Remove projections that interfere with
placement.
D.
Water-Piping Coordination: If water piping is located within insulated exterior walls, coordinate
location of piping to ensure that it is placed on warm side of insulation and insulation encapsulates
piping.
E.
For pre-formed insulating units, provide sizes to fit applications indicated and selected from
manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units to
THERMAL INSULATION
07 21 00 - 2
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produce thickness indicated unless multiple layers are otherwise shown or required to make up total
thickness.
3.2
INSTALLATION OF GENERAL BUILDING INSULATION
A.
Apply insulation units to substrates by method indicated, complying with manufacturer's written
instructions. If no specific method is indicated, bond units to substrate with adhesive or use
mechanical anchorage to provide permanent placement and support of units.
B.
Seal joints between foam-plastic insulation units by applying adhesive, mastic, or sealant to edges of
each unit to form a tight seal as units are shoved into place. Fill voids in completed installation
with adhesive, mastic, or sealant as recommended by insulation manufacturer.
C.
Install mineral-fiber insulation in cavities formed by framing members according to the following
requirements:
1.
2.
3.
4.
5.
6.
D.
Use insulation widths and lengths that fill the cavities formed by framing members. If more
than one length is required to fill cavity, provide lengths that will produce a snug fit between
ends.
Place insulation in cavities formed by framing members to produce a friction fit between
edges of insulation and adjoining framing members.
Maintain 3-inch (76-mm) clearance of insulation around recessed lighting fixtures.
Install eave ventilation troughs between roof framing members in insulated attic spaces at
vented eaves.
For metal-framed wall cavities where cavity heights exceed 96 inches (2438 mm), support
unfaced blankets mechanically and support faced blankets by taping stapling flanges to
flanges of metal studs.
a.
With faced blankets having stapling flanges, lap blanket flange over flange of adjacent
blanket to maintain continuity of vapor retarder once finish material is installed over
it.
Apply insulation standoffs to each spindle to create cavity width indicated between concrete
substrate and insulation.
Stuff glass-fiber loose-fill insulation into miscellaneous voids and cavity spaces where shown.
Compact to approximately 40 percent of normal maximum volume equaling a density of
approximately 2.5-lb/cu. ft. (40-kg/cu. m).
THERMAL INSULATION
07 21 00 - 3
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SECTION 07 92 00 - JOINT SEALANTS
PART 1 - GENERAL
1.1
SUMMARY
A.
Section Includes:
1.
2.
B.
1.2
Silicone joint sealants.
Latex joint sealants.
Related Sections.
1
Division 9 Section “Gypsum Board Assemblies.”
2.
Division 8 Section “Hollow Metal Doors & Frames”
3
Division 9 Section “Interior Painting”
PRECONSTRUCTION TESTING
A.
Pre-construction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers three
samples of materials that will contact or affect joint sealants. Use ASTM C 1087 to determine
whether priming and other specific joint preparation techniques are required to obtain rapid,
optimum adhesion of joint sealants to joint substrates.
B.
Pre-construction Field-Adhesion Testing: Before installing sealants, field test their adhesion to
Project joint substrates. Test joint sealants according to Method A, Field-Applied Sealant Joint
Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521.
1.3
SUBMITTALS
A.
Product Data: For each joint-sealant product indicated.
B.
Samples: For each kind and color of joint sealant required. For each dimension Backer-Rod
required.
C.
Joint-Sealant Schedule: Include the following information:
1.
2.
3.
D.
Joint-sealant application, joint location, and designation.
Joint-sealant manufacturer and product name.
Joint-sealant color.
Warranties.
JOINT SEALANTS
07 92 00 - 1
1.4
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QUALITY ASSURANCE
A.
1.5
Testing Agency Qualifications:
indicated.
Qualified according to ASTM C 1021 to conduct the testing
WARRANTY
A.
Special Installer's Warranty: Manufacturer's standard form in which Installer agrees to repair or
replace joint sealants that do not comply with performance and other requirements specified in this
Section within specified warranty period.
1.
B.
Warranty Period: One year from date of Substantial Completion.
Special Manufacturer's Warranty:
Manufacturer's standard form in which joint-sealant
manufacturer agrees to furnish joint sealants to repair or replace those that do not comply with
performance and other requirements specified in this Section within specified warranty period.
1.
Warranty Period: One year from date of Substantial Completion.
PART 2 - PRODUCTS
2.1
MATERIALS, GENERAL
A.
Liquid-Applied Joint Sealants: Comply with ASTM C 920 and other requirements indicated for
each liquid-applied joint sealant specified, including those referencing ASTM C 920 classifications
for type, grade, class, and uses related to exposure and joint substrates.
1.
B.
2.2
Suitability for Immersion in Liquids. Where sealants are indicated for Use I for joints that
will be continuously immersed in liquids, provide products that have undergone testing
according to ASTM C 1247. Liquid used for testing sealants is deionized water, unless
otherwise indicated.
Stain-Test-Response Characteristics: Where sealants are specified to be non-staining to porous
substrates, provide products that have undergone testing according to ASTM C 1248 and have not
stained porous joint substrates indicated for Project.
SILICONE JOINT SEALANTS
A.
Mildew-Resistant Silicone Joint Sealant: ASTM C 920.
1.
Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the
following:
a.
b.
c.
JOINT SEALANTS
BASF Building Systems.
Dow Corning Corporation.
GE Advanced Materials - Silicones.
07 92 00 - 2
d.
e.
f.
g.
h.
i.
2.
3.
4.
5.
2.3
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May National Associates, Inc.
Pecora Corporation.
Polymeric Systems, Inc.
Schnee-Morehead, Inc.
Sika Corporation; Construction Products Division.
Tremco Incorporated.
Type: Single component (S).
Grade: Nonsag (NS).
Class: 50.
Uses Related to Exposure: Nontraffic (NT).
LATEX JOINT SEALANTS
A.
Latex Joint Sealant: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.
1.
products that may be incorporated into the Work include, but are not limited to, the
following:
a.
b.
c.
d.
e.
f.
2.4
BASF Building Systems.
Bostik, Inc.
May National Associates, Inc.
Pecora Corporation.
Schnee-Morehead, Inc.
Tremco Incorporated.
JOINT SEALANT BACKING
A.
Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin) and
of size and density to control sealant depth and otherwise contribute to producing optimum sealant
performance.
B.
Bond-Breaker Tape:
manufacturer.
2.5
Polyethylene tape or other plastic tape recommended by sealant
MISCELLANEOUS MATERIALS
A.
Primer: Material recommended by joint-sealant manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate
tests and field tests.
B.
Cleaners for Non-porous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and
sealant backing materials.
C.
Masking Tape: Non-staining, non-absorbent material compatible with joint sealants and surfaces
adjacent to joints.
JOINT SEALANTS
07 92 00 - 3
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PART 3 - EXECUTION
3.1
PREPARATION
A.
Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply
with joint-sealant manufacturer's written instructions.
1.
Clean non-porous joint substrate surfaces with chemical cleaners or other means that do not
stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants.
B.
Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as
indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to
comply with joint-sealant manufacturer's written instructions. Confine primers to areas of jointsealant bond; do not allow spillage or migration onto adjoining surfaces.
C.
Masking Tape: Use masking tape where required to prevent contact of sealant or primer with
adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by
cleaning methods required to remove sealant smears. Remove tape immediately after tooling
without disturbing joint seal.
3.2
INSTALLATION
A.
Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint
sealants as applicable to materials, applications, and conditions indicated.
B.
Apply sealant at temperatures between plus 40-degrees F to plus 60-degrees F.
C.
Install sealant backings of kind indicated to support sealants during application and at position
required to produce cross-sectional shapes and depths of installed sealants relative to joint widths
that allow optimum sealant movement capability.
1.
2.
3.
Do not leave gaps between ends of sealant backings.
Do not stretch, twist, puncture, or tear sealant backings.
Remove absorbent sealant backings that have become wet before sealant application and
replace them with dry materials.
D.
Install bond-breaker tape behind sealants where sealant backings are not used between sealants and
backs of joints.
E.
Install sealants using proven techniques that comply with the following and at the same time
backings are installed:
1.
2.
3.
F.
Place sealants so they directly contact and fully wet joint substrates.
Completely fill recesses in each joint configuration.
Produce uniform, cross-sectional shapes and depths relative to joint widths that allow
optimum sealant movement capability.
Tooling of Non-sag Sealants: Immediately after sealant application and before skinning or curing
begins, tool sealants according to requirements specified in subparagraphs below to form smooth,
JOINT SEALANTS
07 92 00 - 4
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uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and
adhesion of sealant with sides of joint.
1.
2.
3.
G.
3.3
Remove excess sealant from surfaces adjacent to joints.
Use tooling agents that are approved in writing by sealant manufacturer and that do not
discolor sealants or adjacent surfaces.
Provide concave joint profile per Figure 8A in ASTM C 1193, unless otherwise indicated.
Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and
with cleaning materials approved in writing by manufacturers of joint sealants and of products in
which joints occur.
FIELD QUALITY CONTROL
A.
Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates in accordance with
ASTM C 1193, Method A, to determine of primer is required to achieve adhesion. If necessary,
apply primer at rate and in accordance with manufacturer’s instructions.
B.
Evaluation of Field-Adhesion Test Results: Sealants not evidencing adhesive failure from testing or
noncompliance with other indicated requirements will be considered satisfactory. Remove sealants
that fail to adhere to joint substrates during testing or to comply with other requirements. Retest
failed applications until test results prove sealants comply with indicated requirements.
3.4
JOINT-SEALANT SCHEDULE
A.
B.
Joint-Sealant Application: Interior joints in vertical surfaces and horizontal non-traffic surfaces.
1.
Joint Locations:
a.
Perimeter joints of exterior openings where indicated.
b.
Vertical joints on exposed surfaces of walls and partitions.
c.
Perimeter joints between interior wall surfaces and frames of interior doors and
windows.
d.
Other joints as indicated.
2.
3.
Joint Sealant: Latex.
Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces.
1.
Joint Sealant Location:
a.
b.
c.
2.
3.
Joints between plumbing fixtures and adjoining walls, floors, and counters.
Tile control and expansion joints where indicated.
Other joints as indicated.
Joint Sealant: Silicone.
Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
JOINT SEALANTS
07 92 00 - 5
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JOINT SEALANTS
07 92 00 - 6
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SECTION 08 11 13 – HOLLOW METAL DOOR FRAMES
PART 1 - GENERAL
1.1
and other Division-1 Specification Sections, apply to this Section.
1.2
A.
1.3
Standard Hollow Metal Door Frames according to ANSI/SDI A250.8., existing to be relocated
RELATED DOCUMENTS
A.
1.
Division 7 Section “Joint Sealants”
2.
Division 8 Section “Door Hardware” for hardware provided by the General Contractor and
installed by the Millwork Contractor.
3.
Division 9 Section “Gypsum Board Assemblies” for installation of hollow-metal steel door
frames.
4.
Division 9 Section “Interior Painting” for field painting of hollow metal door frames.
PART 2 - PRODUCTS
2.1
FABRICATION
A.
Hollow Metal Frames: 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.
1.
2.
3.
4.
5.
Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth,
flush, and invisible.
Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds
per anchor.
Jamb Anchors: Locate anchors not more than 18-inches from top and bottom of frame.
Space anchors not more than 32-inches on center. Provide three anchors per jamb up to 60inches wide and four anchors per jamb from 60-inches to 90-inches wide.
Door Silencers: Drill stops to receive door silencers as follows. Provide plastic plugs to
keep holes clear during construction. Drill stop in strike jamb to receive three door silencers
in single door frames.
Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners,
unless otherwise indicated.
HOLLOW METAL DOORS & FRAMES
08 11 13 - 1
B.
C.
Hardware Preparation: Factory prepare hollow metal doors and frames to receive templated
mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to
the Door Hardware Schedule and templates furnished as specified in Division 8 Section “Door
Hardware."
1.
Locate hardware according to ANSI/SDI 250.8.
2.
Reinforce doors and frames to receive non-templated, mortised and surface-mounted door
hardware.
3.
Comply with applicable requirements in ANSI A250.6 and ANSI/DHI A115 Series
specifications for door and frame preparation for hardware.
Stops and Moldings: Provide stops and moldings around glazed lites where indicated on Drawings.
Form corners of stops and moldings with mitered hairline joints.
1.
2.2
IHAIS01C
INTERIOR
Single glazed lites: Provide fixed stops and molding welded on secure side of hollow metal
Work.
FINISHES
A.
Prime Finish: Apply manufacturer’s standard primer immediately after cleaning and pre-treating. .
1.
Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer
complying with ANSI A250.10 acceptance criteria. Primer shall be as recommended by
primer manufacturer to substrate, compatible with substrate and field-applied coatings
despite prolonged exposure.
PART 3 - EXECUTION
3.1
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.
Examine rough-ins for embedded and built-in anchors to verify actual locations before frame
installation.
C.
Prepare written report, endorsed by Installer, listing any conditions detrimental to performance of
the work; submit to Architect immediately upon completion.
D.
Proceed with installation only after unsatisfactory conditions have been corrected.
08 11 13 - 2
3.2
IHAIS01C
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INSTALLATION
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 install hollow metal frames for squareness, alignment, twist and
plumbness to the following tolerances:
1.
Squareness: Plus or minus 1/16-inch (1.6-mm) measured at door rabbet on a line 90-degrees
from jamb perpendicular to frame head.
2.
Alignment: Plus or minus 1/16-inch (1.6-mm) measured at jambs on a horizontal line
parallel to plane of wall.
3.
Twist: Plus or minus 1/16-inch (1.6-mm) measured at opposite face corners of jambs on
parallel lines and perpendicular to plane of wall.
4.
Plumbness: 1/16-inch (1.6-mm) measured at jambs on a perpendicular line from head to
floor.
C.
Drill and tap doors and frames to receive non-templated, mortised and surface-mounted door
hardware.
D.
Install hollow metal Work plumb, rigid, properly aligned and securely fastened in place. Comply
with Drawings and manufacturer’s written instructions.
E.
Hollow metal frames: Install hollow metal frames of size and profile indicated on drawings.
Comply with ANSI/SDI A250.11.
1.
Set frames accurately in position; plumbed, aligned, and braced securely until permanent
anchors are set. After wall construction is complete, remove temporary braces, leaving
surfaces smooth and undamaged.
a.
b.
c.
d.
F.
At fire-protection-rated openings, install frames according to NFPA 80.
Install frames with removable glazing stops located on secure side of opening.
Remove temporary braces necessary for installation only after frames have been
properly set and secured.
Check plumbness, squareness and twist of frames as walls are constructed. Shim as
necessary to comply with installation tolerances. .
2.
Floor Anchors: Provide floor anchors for each jamb that extends to floor and secure with
post-installed expansion anchors.
3.
Metal-Stud Partitions: Solidly pack mineral-fiber insulation behind frames.
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
08 11 13 - 3
G.
IHAIS01C
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Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime
coat and apply touchup of compatible air-drying primer.
08 11 13 - 4
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SECTION 081416 - FLUSH WOOD DOORS
PART 1 - GENERAL
1.1
SUMMARY
A.
Section Includes:
1.
[Shop priming] [Factory finishing] flush wood doors.
2.
Factory fitting flush wood doors to frames and factory machining for hardware.
B.
Related Sections:
1.
2.
3.
1.2
08 11 13 Hollow Metal Frames
08 71 00 Door Hardware
09 21 16 Gypsum Board Assemblies
SUBMITTALS
A.
Product Data: For each type of door indicated. [Include factory-finishing specifications.]
B.
Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door;
construction details not covered in Product Data; location and extent of hardware blocking; and
other pertinent data.
1.
2.
3.
4.
5.
C.
1.3
Indicate dimensions and locations of mortises and holes for hardware.
Indicate dimensions and locations of cutouts.
Indicate requirements for veneer matching.
Indicate doors to be factory finished and finish requirements.
Indicate fire-protection ratings for fire-rated doors.
Samples: For factory-finished doors.
QUALITY ASSURANCE
A.
Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by
an FSC-accredited certification body.
B.
Quality Standard: In addition to requirements specified, comply with WDMA I.S.1-A,
"Architectural Wood Flush Doors."
C.
Forest Certification: Provide doors made with [cores] [veneers] [not less than 70 percent of
wood products] [all wood products] obtained from forests certified by an FSC-accredited
certification body to comply with FSC STD-01-001, "FSC Principles and Criteria for Forest
Stewardship."
FLUSH WOOD DOORS
08 14 16 - 1
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PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
products that may be incorporated into the Work include, but are not limited to, the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
2.2
Algoma Hardwoods, Inc.
Ampco, Inc.
Buell Door Company Inc.
Chappell Door Co.
Eagle Plywood & Door Manufacturing, Inc.
Eggers Industries.
Graham; an Assa Abloy Group company.
Haley Brothers, Inc.
Ideal Architectural Doors & Plywood.
Ipik Door Company.
Lambton Doors.
Marlite.
Marshfield Door Systems, Inc.
Mohawk Flush Doors, Inc.; a Masonite company.
Oshkosh Architectural Door Company.
Poncraft Door Company.
Vancouver Door Company.
VT Industries Inc.
DOOR CONSTRUCTION, GENERAL
A.
Low-Emitting Materials: Provide doors made with adhesives and composite wood products that
do not contain urea formaldehyde.
B.
Mineral-Core Doors:
1.
2.
3.
2.3
Core: Noncombustible mineral product complying with requirements of referenced
quality standard and testing and inspecting agency for fire-protection rating indicated.
Blocking: Provide composite blocking with improved screw-holding capability approved
for use in doors of fire-protection ratings indicated as needed to eliminate through-bolting
hardware.
Edge Construction: At hinge stiles, provide laminated-edge construction with improved
screw-holding capability and split resistance. Comply with specified requirements for
exposed edges.
FABRICATION
A.
Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of
referenced quality standard for fitting unless otherwise indicated.
1.
Comply with requirements in NFPA 80 for fire-rated doors.
FLUSH WOOD DOORS
08 14 16 - 2
B.
2.4
IHAIS01C
INTERIOR
Factory machine doors for hardware that is not surface applied.
FACTORY FINISHING
A.
General: Comply with referenced quality standard for factory finishing. Complete fabrication,
including fitting doors for openings and machining for hardware that is not surface applied,
before finishing.
1.
Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be
omitted on bottom edges, edges of cutouts, and mortises.
B.
Finish doors at factory that are indicated to receive transparent finish. Field finish doors
indicated to receive opaque finish.
C.
Transparent Finish:
1.
2.
3.
4.
Grade: Premium.
Finish: Match Existing On-Site
Staining: Match Existing On-Site
Sheen: Satin.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Hardware: For installation, see Division 08 Section "Door Hardware."
B.
Installation Instructions: Install doors to comply with manufacturer's written instructions and
the referenced quality standard, and as indicated.
1.
C.
Install fire-rated doors in corresponding fire-rated frames according to NFPA 80.
Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels; do not trim
stiles and rails in excess of limits set by manufacturer or permitted for fire-rated doors.
Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting
and machining.
1.
Clearances: Provide 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.
Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or
covering unless otherwise indicated. Where threshold is shown or scheduled, provide 1/4
inch (6.4 mm) from bottom of door to top of threshold unless otherwise indicated.
a.
Comply with NFPA 80 for fire-rated doors.
D.
Factory-Fitted Doors: Align in frames for uniform clearance at each edge.
E.
Factory-Finished Doors: Restore finish before installation if fitting or machining is required at
Project site.
END OF SECTION 081416
FLUSH WOOD DOORS
08 14 16 - 3
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SECTION 08 71 00 – DOOR HARDWARE
PART 1 - GENERAL
A.
B.
Related Sections
1.
1.1
Division 8 Section “Hollow Metal Door Frames.”
SUMMARY
A.
Intent: The intent of this Section is to provide finish hardware for the proper operation and control
of all interior doors in the Project. Prior to bidding, notify the Interior Architect of any doors that
do not have hardware meeting this intent.
B.
Definition: “Door Hardware” includes items known commercially as finish hardware that are
required for swing, sliding and folding doors, except special types of unique and non-matching
hardware specified in Division 8 Sections for doors and frames.
C.
The extent of interior door hardware required is indicated on the Contract Documents and
Schedules.
D.
Types of door hardware required include the following:
1.
1.2
Commercial door hardware for the proper operation, function, control and protection of all
doors as required.
SUBMITTALS
A.
Product Data: Manufacturer’s technical product data for each type of product indicated, including
information to indicate compliance with specified requirements.
B.
Product certificates.
C.
Hardware Schedule: Submit final hardware schedule and coordinate hardware with doors, frames
and related Work to ensure proper size, thickness, hand, function and finish of hardware.
1.
Final Hardware Schedule Content: Organize hardware schedule into “hardware sets”
indicating complete designations of every item required for each door or opening. Include
the following information: fabrication and assembly of door hardware, as well as procedures
and diagrams.
DOOR HARDWARE
08 71 00 - 1
a.
b.
c.
d.
e.
f.
g.
h.
D.
1.3
IHAIS01C
INTERIOR
Type, style, function, quantity, size and finish of each hardware item. Use same
scheduling sequence and format and use same door numbers as in the Contract
Documents.
Name and manufacturer of each item.
Fastenings and other pertinent information.
Location of hardware set cross-referenced to indications on Contract Documents
both on Floor Plans and Door and Frame Schedules.
Mounting location for hardware.
Door and frame sizes and materials.
Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's
final keying instructions for locks.
Deviations from specifications shall be noted in cover letter.
2.
Submittal Sequence: Submit schedule at earliest possible date, particularly when acceptance
of hardware schedule must precede fabrication of other Work such as hollow metal frames,
which is critical to the Project Construction Schedule. Include with schedule the product
data, samples and Shop Drawings of other Work affected by hardware and other
information essential to the coordinated review of hardware schedule.
3.
Keying Schedule: Submit separate detailed schedule indicating clearly how Owner’s final
instructions on keying of locks has been fulfilled.
Tools and Maintenance Instructions for Maintenance: Submit a complete set of specialized tools
and maintenance instructions as need for Owner’s continued adjustment, maintenance, and
removal and replacement of door hardware.
QUALITY ASSURANCE
A.
Manufacturer: Obtain each type of hardware from a single manufacturer.
B.
Standards: Comply with the requirements of the latest edition of the following Standards unless
indicated otherwise:
1.
American National Standards Institute (ANSI) Publications:
a.
A115 Series – Door and Frame Preparation.
b.
A156 Series – Hardware.
2.
Builders Hardware Manufacturers Association (BHMA) Publications:
a.
1201 – Auxiliary Hardware.
b.
1301 – Materials and Finishes.
3.
Door and Hardware Institute (DHI) Publications:
a.
Keying – Procedures, Systems and Nomenclature.
b.
Abbreviations and Symbols.
c.
Hardware for Labeled Fire Doors.
d.
Recommended Locations for Builder’s hardware for Standard and Custom Steel
Doors and Frames.
e.
Wood Soot Standards W1, W2, WDHS-2 and WDHS-3.
4.
National fire Protection Association (NFPA) Publications:
a.
NFPA Pamphlet No. 80 – Standards for Fire Doors and windows.
b.
NFPA Pamphlet No. 101.
DOOR HARDWARE
08 71 00 - 2
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C.
Supplier: A recognized architectural finish hardware supplier with warehousing facilities that has
been furnishing hardware in the Project’s vicinity for a period of not less than 2-years, and that is,
or employs an experienced architectural hardware consultant who is available at reasonable times
during the course of the Work to the Owner, Architect and Contractor, for consultation regarding
the Project hardware requirements.
D.
ADA Requirements: Where door openings are located in accessible paths, provide hardware
complying with ANSI 117.1, Federal ADAAG requirements and applicable requirements of the
current edition of the local Building Code.
E.
Architectural Hardware Consultant Qualifications: A person who is currently certified by DHI as
an Architectural Hardware Consultant and who is experienced in providing consulting services for
door hardware installations that are comparable in material, design, and extent to that indicated for
this Project.
F.
Source Limitations: Provide electrified door hardware from same manufacturer as mechanical door
hardware, unless otherwise indicated. Manufacturers that perform electrical modifications and that
are listed by a testing and inspecting agency acceptable to authorities having jurisdiction are
acceptable.
G.
Keying Conference: Conduct conference with the Owner to comply with requirements in
Division 1 Section "Project Coordination." Incorporate keying conference decisions into final
keying schedule after reviewing door hardware keying system.
H.
Pre-installation Conference: Conduct conference at Project site.
1.4
DELIVERY, STORAGE, AND HANDLING
A.
Hardware packaging shall be provided by Supplier. As material is received, sort and re-package in
containers clearly marked with appropriate hardware set numbers to match set numbers of
approved Hardware Schedule. Two or more identical sets may be packaged in the same container.
B.
Inventory hardware jointly with representatives of hardware supplier and installer until each is
satisfied the quantities are correct.
C.
Deliver packaged items at the proper times to the proper location (shop or Project site) for
installation in compliance with the Project Schedule. Provide a complete packing list showing items,
door numbers and hardware headings with each shipment.
D.
Provide secure lock up for hardware delivered to the Project site but not yet installed. Control
handling and installation of hardware items that are not immediately replaceable so that completion
of the Work will not be delayed by hardware losses, both before and after installation.
E.
Store hardware in shipping cartons above ground and under cover to prevent damage.
F.
Deliver keys to manufacturer of key control system for subsequent delivery to Owner.
G.
Deliver keys and permanent cores to Owner by registered mail or overnight package service.
DOOR HARDWARE
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COORDINATION
A.
1.6
Templates: Distribute door hardware templates for doors, frames, and other work specified to be
factory prepared for installing door hardware. Check Shop Drawings of other work to confirm that
adequate provisions are made for locating and installing door hardware to comply with indicated
requirements.
WARRANTY
A.
Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace
components of door hardware that fail in materials or workmanship within specified warranty
period.
1.
Warranty Period: Three years from date of Substantial Completion, except as follows:
a.
Exit Devices: 2 years from date of Substantial Completion.
b.
Manual Closers: 10 years from date of Substantial Completion.
c.
Concealed Floor Closers: 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1
SCHEDULED DOOR HARDWARE
A.
General: Provide door hardware for each door to comply with requirements in this Section and
door hardware sets indicated in Door & Frame Schedules. Provide quantity, item, size, finish or
color indicated, and named manufacturer’s products. Substitutions will not be permitted except as
described in Division 1 Section “Product Requirements.”
B.
Provide manufacturer’s standard products free of imperfections affecting appearance or
serviceability. Provide door hardware complete with all fasteners, anchors, instructions, layout
templates and any specialized tools required for successful installation and adjustment. :
1.
2.
3.
4.
Named Manufacturers' Products: Manufacturer and product designation are listed for each
door hardware type required for the purpose of establishing minimum requirements.
Manufacturers' names are abbreviated in Part 3 "Door Hardware Sets" Article.
References to BHMA Standards: Provide products complying with these standards and
requirements for description, quality, and function.
Provide screws for installation with each hardware item. Provide Phillips flat-head screws
except as otherwise indicated. Do not provide hardware that has been prepared for selftapping sheet metal screws except as specifically indicated on the contract Documents.
Finish screw heads to match surface of hinges.
Provide concealed fasteners for hardware units that are exposed when door is closed, except
to the extent no standard units of type specified are available with concealed fasteners. Do
not use thru-bolts for installation where bolt heads or nut on opposite face is exposed in
other Work except where it is not feasible to adequately reinforce the Work. In such cases,
provide sleeves for each thru-bolt or use set screw fasteners.
DOOR HARDWARE
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Manufacturer’s Name Plate: Do not use manufacturer’s products that have manufacturer’s name or
trade name in a visible location and omit removable name plates except required UL labels.
Manufacturer’s identification will be permitted on rim of lock cylinders only.
HARDWARE FINISHES
A.
Hardware Finishes, General: Provide matching finishes for hardware units at each door or opening
to the greatest extent possible and except as otherwise indicated. Reduce differences in color and
textures as much as commercially possible where the base metal or metal forming process is
different for individual units of hardware exposed at the same door or opening. In general, match
items to the manufacturer’s standard finish for the latch and lock set (or push-pull units if no latchlock sets) for color and texture.
B.
Provide hardware finishes that match those established by BHMA or if none established, match the
existing hardware.
2.3
HINGES, GENERAL
A.
Template Requirements: Except for hinges and pivots to be installed entirely (both leaves) into
wood doors and frames, provide only template-produced units.
B.
Hinge Base Metal: Match existing.
C.
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 exterior and out-swinging corridor doors.
D.
Provide 2 hinges or pivots for doors up to and including five feet in height, and an additional hinge
for each 2-feet or fraction thereof of the height of the door.
E.
Hinges on all interior doors shall be steel and sized as follows, unless otherwise specified in the
Hardware Sets below;
Door Thickness
Door Width
Hinge Weight
Height
1-3/4-inches
40-inches and under
Regular Weight
4-1/2-inches
2-ball bearing
1-3/4-inches
Over 40-inches
Extra Heavy Weight
5-inches
4-ball bearing
Width of hinge shall be determined by trim condition.
DOOR HARDWARE
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HINGES
A.
Butts and Hinges: BHMA A156.1.
B.
Template Hinge Dimensions: BHMA A156.7.
C.
All ball-bearing hinges shall have flush bearings and button tips. Plain bearing hinges shall be
furnished only on doors so noted in the Hardware Sets. Provide hinge pins as follows:
1.
2.
3.
4.
5.
6.
D.
2.5
Steel Hinges: Steel pins.
Non-ferrous Hinges: Stainless Steel pins.
Exterior Doors: Non-removable pins.
Out-Swinging Corridor Doors: Non-removable pins.
Interior Doors: Non-rising pins.
Tips: Flat bottom and matching plug, finished to match leaves.
Butt Hinges: Hager BB1199/BB1168 or to match existing.
Pivot Hinges: Dor-O-Matic #340 top pivot and 117-3/4 bottom pivot.
Concealed Hinges: Grant.
LOCKSETS AND LATCH SETS
A.
Accessibility Requirements: Provide operating devices that do not require tight grasping, pinching,
or twisting of the wrist and that operate with a force of not more than 5-lbf.
B.
Latches and Locks for Means of Egress Doors: Comply with NFPA 101. Latches shall not require
more than 15-lbf to release the latch. Locks shall not require use of a key, tool, or special
knowledge for operation.
C.
All locks and latches shall be: to match existing, as indicated on drawings. The locksets shall have
interchangeable Best cores.
2.6
LOCK CYLINDERS
A.
Standard Lock Cylinders: BHMA A156.5, Grade 1.
B.
High-Security Lock Cylinders: BHMA A156.30, Grade 1.
1.
2.
3.
C.
Key Control Level: Category A.
Destructive Test Level: Category A.
Surreptitious Entry Resistance Level: Category A.
Cylinders: Manufacturer's standard tumbler type, constructed from stainless steel or nickel silver,
and complying with the following:
1.
Number of Pins: Seven.
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D.
Permanent Cores: Manufacturer's standard; finish face to match lockset; with interchangeable
cores. All cylinders shall be keyed to meet Owner’s requirements for the existing Schlage keying
system. Keying Schedule must be approved by Owner prior to ordering any locks.
E.
Key all locks separately or alike as directed by Owner’s representative.
F.
Construction Keying: Comply with the following:
1.
Construction Cores: Provide construction cores that are replaceable by permanent cores.
Provide 10 construction master keys.
a.
G.
2.7
Furnish permanent cores only to Owner for installation.
Manufacturer: Same manufacturer as for locks and latches.
CLOSERS
A.
Surface Closers: BHMA A156.4, Grade 1. Provide type of arm required for closer to be located on
non-public side of door, unless otherwise indicated.
1.
B.
2.8
Available Manufacturers:
a.
LCN Closers; an Ingersoll-Rand Company (LCN Model 4030).
b.
SARGENT Manufacturing Company; an ASSA ABLOY Group company (SGT
Model 1250).
Coordinators: BHMA A156.3.
STOPS AND HOLDERS
A.
Stops and Bumpers: BHMA A156.16, Grade 1.
1.
Provide floor stops or stays for each door and on each leaf of a pair of doors unless wall or
other type stops are scheduled or indicated. Do not mount floor stops where they will
impede traffic. Where floor or wall stops are not appropriate, provide overhead hinge stops.
B.
Where floor stops are practical, height must be commensurate with special conditions such as
undercut doors, thresholds, etc. Where a carpet occurs and a floor stop is applicable, a base riser
must be applied.
C.
The finish of floor stops shall match hardware finish and shall be attached by means of temping
shields and steel flat-head machine screws. Overhead stays shall be concealed type, with brass
channel mortised into the head of the door.
D.
Silencers for Door Frames: BHMA A156.16, Grade 1; neoprene or rubber; fabricated for drilled-in
application to frame. All metal door frames shall be provided with door silencers, 3 for each single
door and 2 for each pair of doors. Silencers shall be Corbin Hardware Division’s #33 or equal.
E.
1.
Hager Companies (HAG) Model 241 F Door Stop, Model 237 W Wall Stop. .
DOOR HARDWARE
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MISCELLANEOUS DOOR HARDWARE
A.
Auxiliary Hardware: BHMA A156.16, Grade 1.
1.
a.
b.
c.
d.
e.
f.
g.
h.
2.10
Baldwin Hardware Corporation (BH).
Cal-Royal Products, Inc. (CRP).
Don-Jo Mfg., Inc. (DJO).
Hager Companies (HAG).
Lawrence Brothers, Inc. (LB).
Rockwood Manufacturing Company (RM).
Stanley Commercial Hardware; Div. of The Stanley Works (STH).
Trimco (TBM).
FABRICATION
A.
Base Metals: Produce door hardware units of base metal, fabricated by forming method indicated,
using manufacturer's standard metal alloy, composition, temper, and hardness. Furnish metals of a
quality equal to or greater than that of specified door hardware units and BHMA A156.18. Do not
furnish manufacturer's standard materials or forming methods if different from specified standard.
B.
Fasteners: Provide screws according to commercially recognized industry standards for application
intended, except aluminum fasteners are not permitted. Provide Phillips flat-head screws with
finished heads to match surface of door hardware, unless otherwise indicated.
C.
Finishes: BHMA A156.18, to match existing.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Steel Frames: Comply with DHI A115 Series. Drill and tap frames for surface-applied door
hardware according to ANSI A250.6.
B.
Wood Doors: Comply with DHI A115-W Series.
C.
Mounting Heights: Mount door hardware units at heights indicated as follows unless otherwise
indicated or required to comply with governing regulations. Center mortise sets at 38-inches above
finished floor.
1.
Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for
Wood Flush Doors."
D.
Prior to hardware installation, the Contractor shall schedule a meeting with the hardware supplier
and the hardware installer to ensure the installer has and understands the manufacturer’s installation
requirements for all hardware items.
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E.
The supplier shall observe the installation of the first lockset, closer and exit device.
F.
Install each door hardware item to comply with manufacturer's 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.
G.
Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate
as necessary for proper installation and operation.
H.
Drill and countersink units which are not factory-prepared for anchorage fasteners. Space fasteners
and anchors in accordance with specified Industry Standards. Provide fasteners and anchoring
devices of suitable size, quantity and type to secure hardware in proper position for heavy use and
long life.
I.
Adjustment: Adjust and check each operating item of door hardware and each door to ensure
proper operation or function of every unit. Adjust door closers immediately upon installation and
advance back check to eliminate shock at dead stop. Set closer latching speed to assure unassisted
positive latching. The degree of door swing of door for self-limiting closers shall be the maximum
available. 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.
1.
3.2
Spring Hinges: Adjust to achieve positive latching when door is allowed to close freely from
an open position of 30-degrees.
ADJUST AND CLEAN
A.
Adjust and check each operating item of hardware for each door to ensure proper operation or
function of every unit. Replace units that can not be adjusted to operate freely and smoothly as
intended for the application.
B.
Clean adjacent surfaces soiled by hardware installation.
C.
Final adjustment: Whenever hardware installation is made more than 1-month prior to acceptance
or occupancy of a space or area, return to the Work during the week prior to acceptance or
occupancy and make final check and adjustment of all hardware items in the space or area. Clean
operating items as necessary to restore proper function and finish of hardware and doors. Adjust
door control devices to compensate for final operation of heating and ventilating equipment.
D.
Instruct Owner’s personnel in proper adjustment and maintenance of hardware and hardware
finishes during final adjustment of hardware.
E.
After hardware is installed and adjusted, Supplier shall inspect the Work with the Contractor and
Interior Architect to determine if the hardware is functioning properly. Instruction sheets, layout
templates and supplementary literature shall be maintained in a readable condition. Replace all such
literature that is in deteriorated condition. Transmit all literature to Owner’s representative, together
DOOR HARDWARE
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with all spare parts, specialized tools and other accessories supplied with hardware, and a copy of
the approved Hardware Schedule at the time of inspection.
F.
3.3
Continued Maintenance Service: Six months after acceptance of hardware in each area, the Installer
and representatives of the latch and lock manufacturer shall return to the Project and re-adjust
every item of hardware to restore proper function of doors and hardware. Owner’s personnel shall
be consulted in recommended additions to the maintenance procedures. Replace hardware items
that have deteriorated or failed due to faulty design, materials or installation of hardware units.
Prepare a written report of current and predictable problems of a subsequent nature in the
performance of the hardware.
HARDWARE LOCATIONS
A.
Except where scheduled otherwise on the schedule.
1.
Push plate: 50-inches to centerline of plate.
2.
Pulls: 43-inches to centerline of pull.
3.
Pull plates: 42-inches to centerline of plate.
a.
Cut pull plate where cylinder occurs.
4.
Push bars: 45-inches to centerline of bar.
5.
Leverset: 38-inches to centerline of lever.
6.
Deadlock: 3-inches to centerline of cylinder.
7.
Bottom hinge: 10-inches from floor to bottom of hinge.
8.
Top hinge: 5-inches from head to top of hinge.
9.
Center hinge: equal distance between the top and bottom hinges.
10. Other hardware items shall be located as recommended by the manufacturer unless specified
otherwise in the Hardware Schedule.
11. All dimensions are from finished floor.
DOOR HARDWARE
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SECTION 09 21 16 - GYPSUM BOARD ASSEMBLIES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including, General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
Extent of gypsum board assemblies is shown on Drawings.
B.
1.
C.
1.3
Interior gypsum board.
1.
Division 7 Section “Building Insulation.”
2.
Division 9 Section “Acoustical Panel Ceilings.”
3.
Division 9 Section “Interior Painting.”
DEFINITIONS
A.
1.4
Gypsum Board Construction Terminology: Refer to ASTM C11 and GA-505 for definitions of
terms related to gypsum board assemblies not defined in this Section.
SUBMITTALS
A.
1.5
QUALITY ASSURANCE
A.
Fire-Test-Response Characteristics: For gypsum board assemblies with fire-resistance ratings,
provide materials and construction identical to those tested in assembly indicated according to
ASTM E 119 by an independent testing agency and inspecting agency acceptable to authorities
having jurisdiction.
B.
Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide
materials and construction identical to those tested in assembly indicated according to ASTM E 90
and classified according to ASTM E 413 by a qualified independent agency.
09 21 16 - 1
1.6
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A.
Deliver materials in original packages, containers, or bundles bearing brand name and identification
of manufacturer or supplier.
B.
Store materials inside under cover and keep them dry and protected against damage from weather,
direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Neatly
stack gypsum panels to prevent sagging.
1.7
PROJECT CONDITIONS
A.
Environment Conditions: Comply with ASTM C 840 requirements or gypsum board
manufacturer’s written recommendation, whichever are more stringent.
PART 2 - PRODUCTS
2.1
INTERIOR GYPSUM BOARD
A.
2.2
Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1.
Steel Framing and Furring:
a.
Clark Steel Framing Systems.
b.
Consolidated Systems, Inc.
c.
Dale Industries, Inc. – Dale/Incor.
d.
Dietrich Industries, Inc.
e.
MarinoWare ; Division of Ware, Ind.
f.
National Gypsum Company.
g.
Unimast, Inc.
2.
Gypsum Board and Related Products:
a.
G-P Gypsum.
b.
National Gypsum Company.
c.
United States Gypsum Co.
STEEL PARTITION AND SOFFIT OR BULKHEAD FRAMING
A.
Components, General: As follows:
1.
Comply with ASTM C 754 for conditions indicated.
2.
Steel Sheet Components: Complying with ASTM C 645 requirements for metal and with
ASTM A 653/A 653M, G60, hot-dip galvanized zinc coating.
B.
Steel Studs and Runners: ASTM C 645.
1.
Minimum Base Metal Thickness and Depth: As indicated.
C.
Deep-Leg Deflection Track: ASTM C 645 top runner with 2-inch deep flanges.
D.
Cold-Rolled Channel Bridging: 0.0538-inch bare steel thickness, with minimum ½-inch-wide flange.
1.
Depth: 1-1/2-inches.
09 21 16 - 2
2.
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INTERIOR
Clip Angle: 1-1/2-inch by 1-1/2-inch, 0.068-inch-thick, galvanized steel.
E.
Resilient Furring Channels: 7/8-inch deep, steel sheet members designed to reduce sound
transmission.
F.
Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other
properties required to fasten steel members to substrates.
2.3
INTERIOR GYPSUM WALLBOARD
A.
Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area
and correspond with support system indicated.
B.
Gypsum Wallboard: ASTM C 36.
1.
Type X:
a.
Thickness: As indicated.
b.
Long Edges: Tapered and featured (rounded or beveled) for prefilling.
C.
Moisture Resistant Gypsum Board: ASTM C 931/C 931 M.
2.4
TRIM ACCESSORIES
A.
2.5
Interior Trim: ASTM C 1047.
1.
Material: Galvanized
JOINT TREATMENT MATERIALS
A.
General: Comply with ASTM C 475.
B.
Joint Tape: Interior Gypsum Wallboard: Paper.
C.
Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible
with other compounds applied on previous or for successive coats.
1.
2.
3.
4.
2.6
Pre-filling: At open joints, rounded or beveled panel edges, and damaged surface areas, use
setting-type taping compound.
Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim
flanges, use setting-type taping compound.
Fill Coat: For second coat, use setting-type, sandable topping compound.
Finish Coat: For third coat, use setting-type, sandable topping compound.
AUXILIARY MATERIALS
A.
General: Provide auxiliary materials that comply with referenced installation standards and
manufacturer's written recommendations.
09 21 16 - 3
B.
IHAIS01C
INTERIOR
Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced
by combining thermosetting resins with mineral fibers manufactured from glass.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
3.2
Examine areas and substrates, with Installer present, and including welded hollow-metal frames,
cast-in anchors, and structural framing, for compliance with requirements and other conditions
affecting performance. Proceed with installation only after unsatisfactory conditions have been
corrected.
A.
Contractor and Installer shall conduct a Layout Conference with Architect prior to setting track
base. Verify layout with Architect at pre-installation conference as specified in Division 1 Section
“Project Coordination.” At no time is Work to proceed prior to Architect’s approval of layout.
B.
Contractor and Installer shall conduct metal stud and gypsum board installation tolerances
Conference with Architect prior to completing this Work as specified in Division 1 Section
“Project Coordination.” At no time is Work to proceed prior to Architect’s approval.
C.
Installation Standard: ASTM C 754.
3.3
INSTALLING STEEL FRAMING, GENERAL
A.
Installation Standards: ASTM C 754, and ASTM C 840 requirements that apply to framing
installation.
B.
Install supplementary framing, blocking and bracing at terminations in gypsum board assemblies to
support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar
construction. Comply with details indicated and with gypsum board manufacturer’s written
recommendations or, if none available, with United States Gypsum’s “Gypsum Construction
Handbook.”
C.
Isolate steel framing from building structure at locations indicated to prevent transfer of loading
imposed by structural movement.
1.
Isolate ceiling assemblies where they abut or are penetrated by building structure.
2.
Isolate partition framing and wall furring where it abuts structure, except at floor. Install
slip-type joints at head of assemblies that avoid axial loading of assembly and laterally
support assembly.
a.
Use deep-leg deflection track at all top of wall locations to existing structure and as
indicated on Drawings.
09 21 16 - 4
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INSTALLING STEEL PARTITION AND SOFFIT FRAMING
A.
Install tracks (runners) at floors, ceilings, and structural walls and columns where gypsum board
assemblies abut other construction.
B.
Installation Tolerance: Install ach steel framing and furring member so fasting surfaces vary not
more than 1/-inch from the plane formed by the faces of adjacent framing.
C.
Extend partition framing full height to structural supports or substrates above suspended ceilings,
except where partitions are indicated to terminate at suspended ceilings. Continue framing over
frames for doors and openings and frame around ducts penetrating partitions above ceiling to
provide support for gypsum board.
1.
Cut studs ½-inch short of full height to provide perimeter relief. Do not fasten studs to top
track to allow independent movement of studs and track.
D.
Install steel studs and furring at 16-inches on center, unless otherwise indicated.
E.
Install steel studs so flanges point in the same direction and leading edge or end of each panel can
be attached to open (unsupported) edges of stud flanges first.
F.
Frame door openings to comply with GA-600 and with gypsum board manufacturer’s applicable
written recommendations, unless otherwise indicated. Screw vertical studs at jambs to jamb anchor
clips on door frames; install runner track section (for cripple studs) at head and secure to jamb
studs.
1.
Install two studs at each jamb, unless otherwise specified.
2.
Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch clearance
from jamb stud to allow for installation of control joint.
3.
Extend jamb studs through suspended ceilings and attach to underside of floor or roof
structure above.
G.
Frame openings other than door openings the same as required for door openings, unless
otherwise indicated. Install framing below sills of openings to match framing required above door
heads.
3.5
APPLYING AND FINISHING PANELS, GENERAL
A.
Gypsum Board Application and Finishing Standards: ASTM C 840 and GA-216.
B.
Install sound attenuation blankets before installing gypsum panels, unless blankets are readily
installed after panels have been installed on one side.
C.
Install ceiling board panels across framing to minimize the number of abutting end joints and to
avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent
panels not less than one framing member.
D.
Install gypsum panels with face side out. Butt panels together for light contact at edges and ends
with not more than 1/16-inch of open space between panels. Do not force into place.
E.
Located edge and end joints over supports, except in ceiling applications where intermediate
supports or gypsum board back-blocking is provided behind end joints. Do not place tapered
09 21 16 - 5
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edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not
make joints other than control joints at corners of framed openings.
F.
Attach gypsum panels to steel studs so leading edge or end of each panel is attached to open
(unsupported) edges of stud flanges first.
G.
Attach gypsum panels to framing provided at openings and cutouts.
H.
Do not attach gypsum panels across the flat grain of wide-dimension lumber, including floor joists
and headers. Float gypsum panels over these members using resilient channels, or provide control
joints to counteract wood shrinkage.
I.
Form control and expansion joints with space between edges of adjoining gypsum panels.
J.
Floating Construction: Where feasible, including where recommended in writing by manufacturer,
install gypsum panels over wood framing, with floating internal corner construction.
K.
Sound-Insulated Assemblies: Seal construction at perimeters, behind control and expansion joints,
and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical
sealant at both faces of partitions at perimeters through penetrations. Comply with ASTM C 919
and manufacturer’s written recommendations for locating edge trim and closing off sound-flanking
paths around or through gypsum board assemblies, including sealing partitions above acoustical
ceilings.
L.
Space fasteners in gypsum panels according to references gypsum board application and finishing
standard and manufacturer’s written recommendations.
1.
Space screws a maximum of 12-inches on center for vertical applications.
M.
Space fasteners in panels that are tile substrates a maximum of 8-inches on center.
3.6
PANEL APPLICATION METHODS
A.
Single-Layer Application:
1.
On ceilings, apply gypsum panels before wall/partition board application to the greatest
extent possible and at right angles to framing, unless otherwise indicated.
2.
On partitions/walls, apply gypsum panels vertically (parallel to framing), unless otherwise
indicated or required by fire-resistance-rated assembly, and minimize end joints.
a.
Stagger abutting end joints not less than one framing member in alternate courses of
board.
b.
At stairwells and other high walls, install panels horizontally, unless otherwise
indicated or required by fire-resistance-rated assembly.
3.
On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end
joints. Locate edge joints over furring members.
B.
Single-Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws.
09 21 16 - 6
3.7
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INSTALLING TRIM ACCESSORIES
A.
General: For trim with back flanges intended for fasteners, attach to framing with same fasteners
used for panels. Otherwise, attach trim according to manufacturer's written instructions.
B.
Control Joints: Install control joints according to ASTM C 840 and in specific locations approved
by Architect for visual effect.
3.8
FINISHING GYPSUM BOARD
A.
General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener
heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration.
Promptly remove residual joint compound from adjacent surfaces.
B.
Pre-fill open joints, rounded or beveled edges, and damaged surface areas. Apply joint tape over
gypsum board joints, except those with trim having flanges not intended for tape.
C.
Gypsum Board Finish Levels: Finish panels to levels indicated below:
1.
2.
3.
Level 1: Embed tape at joints in ceiling plenum areas, concealed areas, and where indicated,
unless a higher level of finish is required for fire-resistance-rated assemblies and sound-rated
assemblies.
Level 2: Embed tape and apply separate first coat of joint compound to tape, fasteners, and
trim flanges where panels are substrate for tile, not exposed to view and where indicated.
Level 5: Embed tape and apply separate first, fill and finish coats of joint compound to tape,
fasteners, and trim flanges at panel surfaces that will exposed to view, unless otherwise
indicated.
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SECTION 09 51 13 - ACOUSTICAL PANEL CEILINGS
PART 1 - GENERAL
1.1
SUMMARY
A.
B.
This Section includes acoustical panels and concealed suspension systems for ceilings.
C.
Related Sections:
1.
Division 09 Section “Gypsum Board Assemblies”
1.2
SUBMITTALS
A.
B.
Samples:
1.
6-inch by 6-inch samples for each acoustical panel type, pattern and color.
2.
Set of concealed suspension system members.
1.3
QUALITY ASSURANCE
A.
Fire-Test-Response Characteristics:
1.
Fire-Resistance Characteristics: Provide acoustical panel ceilings identical to those of
assemblies tested for fire resistance per ASTM E 119 by UL or another testing and
a.
2.
B.
Identify materials with appropriate markings of applicable testing and inspecting
agency.
Surface-Burning Characteristics: Acoustical panels complying with ASTM E 1264 for
Class A materials, when tested per ASTM E 84.
a.
Flame Spread: 25 or less.
b.
Smoke-Developed Index: 50 or less.
Coordination of Work: Coordinate layout and installation of acoustical ceiling units and suspension
system components with other Work supported by, or penetrating through ceilings, including light
fixtures, HVAC equipment, fire-suppression system components and partition systems.
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A.
Deliver acoustical ceiling units to Project site in original, unopened packages and store them in a
fully-enclosed space where they will be protected against damage from moisture, direct sunlight,
surface contamination or other causes.
B.
Before installing acoustical ceiling units, permit them to reach room temperature and a stabilized
moisture content.
C.
Handle acoustical ceiling units carefully to avoid chipping edges or damaging units in any way.
D.
Do not install interior acoustical ceiling units until space is enclosed and weather proof, wet Work
in space is completed and nominally dry, Work above ceilings is complete and ambient conditions
of temperature and humidity will be continuously maintained at values near those indicated for final
occupancy.
1.5
EXTRA MATERIALS
A.
Deliver extra materials to Owner per Division 1 “Product Requirements.” Furnish extra materials
specified below matching products installed, packaged with protective coating for storage and
identified with appropriate labels.
1.
Acoustical Ceiling Units: Furnish quantity of full-size units equal to 5-per cent of amount
installed.
2.
Exposed Suspension System Components: Furnish quantity of each component equal to 5per cent of amount installed.
PART 2 - PRODUCTS
2.1
ACOUSTICAL PANEL CEILINGS, GENERAL
A.
Ceiling Panel and Grid System: to match existing.
B.
Acoustical Panel Standard: Comply with ASTM E 1264.
C.
Metal Suspension System Standard: Comply with ASTM C 635, Intermediate Duty Classification,
cold-rolled steel, exposed surfaces pre-finished in manufacturer’s standard enamel paint finish,
color flat white.
D.
Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, "Direct
Hung," unless otherwise indicated. Comply with seismic design requirements.
E.
Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire; ASTM A 641/A 641M, Class 1
zinc coating, soft temper.
1.
Size: Select wire diameter so its stress at 3 times hanger design load (ASTM C 635, Table 1,
"Direct Hung") will be less than yield stress of wire, but provide not less than 0.106-inch
diameter wire.
09 51 13 - 2
F.
2.2
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Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's
standard moldings for edges and penetrations that comply with seismic design requirements;
formed from sheet metal of same material, finish, and color as that used for exposed flanges of
suspension system runners.
ACOUSTICAL PANELS
A.
Match existing acoustical panels in each suite.
B.
Color: Match existing.
C.
Thickness: ¾-inch.
D.
Modular Size: as indicated on Drawings.
2.3
METAL SUSPENSION SYSTEM COMPONENTS
A.
Basis-of-Design Product: Subject to compliance with requirements, provide the following products
and components:
1.
Main Tees and Cross Tees: Match existing in each suite.
2.
Wall Molding: M9 angle shape with 15/16-inch mounting flange by 9/16-inch face flange,
exposed surface pre-finished to match suspension system components.
3.
Hanger Wire: #215109 galvanized carbon steel, soft temper, pre-stretched.
PART 3 - EXECUTION
3.1
PREPARATION
A.
Coordination: Furnish layouts for inserts, clips or other supports required to be installed by other
trades for support of acoustical ceilings.
B.
Measure each ceiling area and establish layout of acoustical units to balance border widths at
opposite edges of each ceiling. Avoid use of less than half width units at borders and comply with
reflected ceiling plans wherever possible.
3.2
INSTALLATION
A.
Comply with ASTM C 636, UBC Standard 25-2 and seismic design requirements indicated, per
manufacturer's written instructions and applicable Standards in CISCA's "Ceiling Systems
Handbook."
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B.
Install materials in accordance with manufacturer’s printed instructions and to comply with
governing regulations and fire-resistance requirements indicated in the Contract Documents.
C.
Locate hangers not less than 6-inches from each end and spaced 4-feet along each carrying channel
or direct-hung runner unless otherwise indicated, leveling to a tolerance of 1/8-inch in 12-feet.
D.
Suspend ceiling hangers from building's structural members, plumb and free from contact with
insulation or other objects within ceiling plenum. Splay hangers only where required and, if
permitted with fire-resistance-rated ceilings, to miss obstructions; offset resulting horizontal forces
by bracing, counter-splaying, or other equally effective means. Where width of ducts and other
construction within ceiling plenum produces hanger spacings that interfere with location of
hangers, use trapezes or equivalent devices. When steel framing does not permit installation of
hanger wires at spacing required, install carrying channels or other supplemental support for
attachment of hanger wires.
1.
2.
Do not support ceilings directly from permanent metal forms or floor deck; anchor into
concrete slabs.
Do not attach hangers to steel deck tabs.
E.
Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where
necessary to conceal edges of acoustical panels. Screw attach moldings to substrate at intervals not
more than 16-inches on center and not more than 3-inches from ends, leveling with ceiling
suspension system to a tolerance of 1/8-inch in 12-feet. Miter corners accurately and connect
securely.
F.
Install suspension system runners so they are square and securely interlocked with one another.
Remove and replace dented, bent, or kinked members.
G.
Complete Architect Inspection as specified in Division 1 Section “Project Coordination” before
installation of acoustical panels.
H.
Install acoustical panels with undamaged edges and fit accurately into suspension system runners
and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit.
3.3
CLEANING
A.
Clean exposed surfaces of acoustical ceilings, including trim, edge moldings and suspension
members. Comply with manufacturer’s instructions for cleaning and touch-up of minor finish
damage. Remove and replace Work that can not be successfully cleaned and repaired to
permanently eliminate evidence of damage.
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SECTION 09 65 00 - RESILIENT FLOORING
PART 1 - GENERAL
1.1
SUMMARY
A.
1.
2.
3.
B.
1.2
Vinyl composition floor tile (VCT).
Preparation of substrate.
Resilient cove base.
1.
Division 9 Section “Tile Carpeting” for transition strips at carpet-resilient flooring
juncture.
2.
Division 9 Section “Gypsum Board Assemblies.”
QUALITY ASSURANCE
A.
Installer Qualifications: Installer shall be skilled and experienced in preparation of substrate and
in installation of resilient flooring products.
B.
Single-Source Responsibility: Provide resilient flooring produced by a single-source
manufacturer for each flooring type required, including adhesives.
C.
Reference Standards: Manufacturer’s printed recommendations and instructions, except as
modified herein, shall be the basis for acceptance or rejection of completed installation.
1.3
SUBMITTALS
A.
Product Data: For each product indicated.
B.
Samples:
1.
Full-size units of each color and pattern of resilient floor tile required.
2.
12-inch long sample of type and color of resilient base required.
3.
Prepare samples from the same material to be used for the Work.
1.4
PROJECT CONDITIONS
A.
Maintain temperatures within range recommended by manufacturer, but not less than 70degrees F or more than 95-degrees F, in spaces to receive resilient flooring during the following
time periods:
1.
48 hours before installation.
RESILIENT FLOORING
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2.
3.
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During installation.
48 hours after installation.
B.
After post-installation period, maintain temperatures within range recommended by
manufacturer, but not less than 55-degrees F or more than 95-degrees F.
C.
Close spaces to traffic during floor covering installation and for 48-hours after installation.
D.
Install resilient products after other finishing operations, including painting, have been
substantially completed.
1.5
EXTRA MATERIALS
A.
Furnish extra materials described below that match products installed and that are packaged
with protective covering for storage and identified with labels describing contents.
1.
Floor Tile: Furnish 1 box for every 50-boxes or fraction thereof, of each type, color, and
pattern of floor tile installed.
PART 2 - PRODUCTS
2.1
VINYL COMPOSITION TILE
A.
Vinyl Composition Tile (VCT): ASTM F 1066.
1.
Vinyl Composition Tile: Combination of vinyl, resins, plasticizers, stabilizers, fillers and
pigments, through-grained and resistant to alkali, grease and oils, uniform disbursement
of color and texture throughout thickness of rile, and asbestos-free.
2.
Provide tile with all vertical edges cut perpendicular to tile surface with 0.002-inch
manufacturing tolerance.
3.
Manufacturers: Subject to compliance with requirements, provide the following products:
4.
5.
6.
7.
B.
2.2
a.
Resilient Tile: See Drawings for Specifications.
Color and Pattern: As indicated by manufacturer’s designations.
Thickness: 0.125-inch.
Size: 12-inches by 12-inches.
Fire-Test-Response Characteristics.
a.
Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm per
ASTM E 648.
Vinyl Wall Base: See Drawings for Specifications.
INSTALLATION MATERIALS
A.
Trowel-able Leveling and Patching Compounds: Latex-modified, Portland Cement based or
blended hydraulic cement based formulation provided or approved by resilient product
manufacturer for applications indicated.
RESILIENT FLOORING
09 65 00 - 2
B.
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Adhesives: Water-resistant type recommended by manufacturer for compatibility with resilient
products and substrate conditions indicated.
PART 3 - EXECUTION
3.1
PREPARATION
A.
Prepare substrates according to manufacturer's written recommendations to ensure adhesion of
resilient products. Do not proceed with installation until unsatisfactory conditions are corrected.
B.
Concrete Substrates: Prepare according to ASTM F 710.
1.
2.
3.
Verify that substrates are dry and free of curing compounds, sealers, and hardeners.
Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed
with installation only after substrates pass testing.
Moisture Testing:
a.
Perform tests recommended by manufacturer. Proceed with installation only after
substrates pass testing.
C.
Remove substrate coatings and other substances that are incompatible with adhesives and that
contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer.
Do not use solvents.
D.
Use trowel-able leveling and patching compound to fill cracks, holes, and depressions in
substrates.
E.
Move resilient products and installation materials into spaces where they will be installed at
least 48 hours in advance of installation.
1.
Do not install resilient products until they are same temperature as space where they are
to be installed.
F.
Sweep and vacuum clean substrates to be covered by resilient products immediately before
installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, and
dust. Proceed with installation only after unsatisfactory conditions have been corrected.
G.
Tolerances: Surfaces receiving resilient flooring shall not vary more than 1/8-inch in any 6-foot
distance, nor more than 1/6-inch within any 1-foot distance. Where substrate exceeds specified
tolerances but is within tolerances specified for substrate materials, apply underlayment to level
deviations to within specified tolerances for vinyl flooring products.
H.
Apply concrete slab primer if recommended by flooring manufacturer prior to application of
adhesive. Apply in compliance with manufacturer’s written instructions.
3.2
INSTALLATION
A.
General Requirements:
RESILIENT FLOORING
09 65 00 - 3
1.
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All installation shall be in accordance with manufacturer’s recommendations.
B.
Lay out tiles from center marks established with principal walls, discounting minor offsets, so
tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut
widths that equal less than one half tile at perimeter. Run pattern parallel to short dimension of
room or space unless otherwise directed by Interior Architect.
C.
Match tiles for color and pattern by selecting tiles from cartons in the same sequence as
manufactured and packaged, if so numbered. Patterns on resilient flooring shall run
continuously throughout and area. Discard broken, cracked, chipped, or deformed tiles.
D.
Where resilient flooring terminates or where type or pattern changes between rooms,
termination or transition shall occur at centerline of the door in the closed position.
E.
Scribe, cut, and fit tiles to butt neatly and tightly to vertical surfaces and permanent fixtures
including built-in furniture, cabinets, pipes, outlets, edgings, door frames, thresholds, and
nosings.
F.
Extend tiles into toe spaces, door reveals, closets, and similar openings.
G.
Maintain reference markers, holes, and openings that are in place or marked for future cutting
by repeating on floor tiles as marked on substrates. Use chalk or other nonpermanent, nonstaining marking device.
H.
Adhere tiles to flooring substrates using a full spread of adhesive applied to substrate to produce
a completed installation without open cracks, voids, raising and puckering at joints,
telegraphing of adhesive spreader marks, and other surface imperfections.
I.
Perform the following operations immediately after completing resilient product installation:
1.
2.
3.
Remove adhesive and other blemishes from exposed surfaces.
Sweep and vacuum surfaces thoroughly.
Damp-mop surfaces to remove marks and soil.
a.
Do not wash surfaces until after time period recommended by manufacturer.
J.
Protect resilient products from mars, marks, indentations, and other damage from construction
operations and placement of equipment and fixtures during remainder of construction period.
Use protection methods recommended in writing by manufacturer.
K.
Resilient Base:
1.
Firmly cement to wall. Press down so bottom edge follows floor.
2.
Form external corners by use of pre-molded corners and neatly scribe internal corners.
Take extra care for external corners are tight to wall and aligned with tip and ends of
adjacent base.
RESILIENT FLOORING
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SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES
PART 1 - GENERAL
1.1
SUMMARY
A.
Section Includes:
1.
B.
Related Sections:
1.
2.
1.2
Resilient base.
Division 09 Section “Gypsum Board Assemblies”
Division 09 Section “Sheet Carpeting”
PROJECT CONDITIONS
A.
Maintain ambient temperatures within range recommended by manufacturer in spaces to receive
resilient products.
B.
Until Substantial Completion, maintain ambient temperatures within range recommended by
manufacturer.
C.
Install resilient products after other finishing operations, including painting, have been
completed.
PART 2 - PRODUCTS
2.1
RESILIENT BASE VB-1 As indicated on Drawings.
2.2
INSTALLATION MATERIALS
A.
Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and
substrate conditions indicated.
1.
Use adhesives that comply with the following limits for VOC content when calculated
according to 40 CFR 59, Subpart D (EPA Method 24):
a.
b.
Cove Base Adhesives: Not more than 50 g/L.
Rubber Floor Adhesives: Not more than 60 g/L.
096513 - 1
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PART 3 - EXECUTION
3.1
PREPARATION
A.
Prepare substrates according to manufacturer's written instructions to ensure adhesion of
resilient products.
B.
Fill cracks, holes, and depressions in substrates with trowelable leveling and patching
compound and remove bumps and ridges to produce a uniform and smooth substrate.
C.
Do not install resilient products until they are same temperature as the space where they are to
be installed.
1.
D.
3.2
Move resilient products and installation materials into spaces where they will be installed
at least 48 hours in advance of installation.
Sweep and vacuum clean substrates to be covered by resilient products immediately before
installation.
RESILIENT BASE INSTALLATION
A.
Comply with manufacturer's written instructions for installing resilient base.
B.
Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other
permanent fixtures in rooms and areas where base is required.
C.
Install resilient base in lengths as long as practicable without gaps at seams and with tops of
adjacent pieces aligned.
D.
Tightly adhere resilient base to substrate throughout length of each piece, with base in
continuous contact with horizontal and vertical substrates.
E.
Do not stretch resilient base during installation.
3.3
RESILIENT ACCESSORY INSTALLATION
A.
Comply with manufacturer's written instructions for installing resilient accessories.
B.
Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates
throughout length of each piece. Install reducer strips at edges of carpet that would otherwise
be exposed.
3.4
CLEANING AND PROTECTION
A.
Comply with manufacturer's written instructions for cleaning and protection of resilient
products.
096513 - 2
B.
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Cover resilient products until Substantial Completion.
END OF SECTION 096513
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SECTION 09 68 13 - TILE CARPETING
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
This Section includes modular, tufted carpet tile.
SUBMITTALS
A.
B.
Shop Drawings: Show the following:
1.
Carpet tile type, color, and dye lot.
2.
Pattern of installation.
3.
Insets and borders.
4.
Edge, transition, and other accessory strips.
5.
Transition details to other flooring materials.
C.
Samples: For each color and texture required.
1.
2.
Carpet Tile: Full-size Samples.
Exposed Edge, Transition, and other Accessory Stripping: 12-inch- long Samples.
D.
Product Schedule: For carpet tile. Use same designations indicated on Drawings.
E.
Maintenance data.
1.3
QUALITY ASSURANCE
A.
1.4
Installer Qualifications: An experienced installer who is certified by the Floor Covering
Installation Board or who can demonstrate compliance with its certification program
requirements.
A.
1.5
Comply with CRI 104, Section 5, "Storage and Handling."
PROJECT CONDITIONS
A.
Comply with CRI 104, Section 7.2, "Site Conditions; Temperature and Humidity" and
Section 7.12, "Ventilation."
TILE CARPETING
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B.
Environmental Limitations: Do not install carpet tiles until wet work in spaces is complete and
dry, and ambient temperature and humidity conditions are maintained at the levels indicated for
Project when occupied for its intended use.
C.
Do not install carpet tiles over concrete slabs until slabs have cured and are sufficiently dry to
bond with adhesive and concrete slabs have pH range recommended by carpet tile
manufacturer.
D.
Where demountable partitions or other items are indicated for installation on top of carpet tiles,
install carpet tiles before installing these items.
1.6
WARRANTY
A.
Special Warranty for Carpet Tiles: Manufacturer's standard form in which manufacturer agrees
to repair or replace components of carpet tile installation that fail in materials or workmanship
within specified warranty period. Failures include, but are not limited to, more than 10 percent
loss of face fiber, edge raveling, snags, runs, loss of tuft bind strength, dimensional stability,
excess static discharge, and delamination.
1.
1.7
Warranty Period: Ten (10) years from date of Substantial Completion.
EXTRA MATERIALS
A.
Furnish extra materials described below, before installation begins, that match products
installed and that are packaged with protective covering for storage and identified with labels
describing contents.
1.
Carpet Tile: Full-size units equal to 5 percent of amount installed for each type indicated,
but not less than 10 sq. yd.
PART 2 - PRODUCTS
2.1
CARPET TILE
A.
Basis-of- Design Product: Subject to compliance with requirements, provide products indicated
on the Drawings.
B.
Backing System: PVC free.
C.
Size: As indicated on the Drawings.
D.
Applied Soil-Resistance Treatment: Manufacturer's standard material.
E.
Antimicrobial Treatment: Manufacturer's standard material.
TILE CARPETING
09 68 13
2.2
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INSTALLATION ACCESSORIES
A.
Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based
formulation provided or recommended by carpet tile manufacturer.
B.
Adhesives: Water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit
products and subfloor conditions indicated, that complies with flammability requirements for
installed carpet tile and is recommended by carpet tile manufacturer for releasable installation.
1.
VOC Limits: Provide adhesives with VOC content not more than 50 g/L when calculated
according to 40 CFR 59, Subpart D (EPA method 24).
PART 3 - EXECUTION
3.1
INSTALLATION
A.
General: Comply with CRI 104, Section 14, "Carpet Modules," and with carpet tile
manufacturer's written installation instructions.
B.
Installation Method: As recommended in writing by carpet tile manufacturer. Glue down;
install every tile with full-spread, releasable, pressure-sensitive adhesive.
C.
Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions, removable
flanges, alcoves, and similar openings.
D.
Install pattern parallel to walls and borders.
TILE CARPETING
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SECTION 09 68 16 – SHEET CARPETING
PART 1 - GENERAL
1.1
SUMMARY
A.
B.
This Section includes broadloom, woven loop, and cut/loop carpet.
C.
Related Sections:
1.
Division 09 Section: “Base & Accessories”
1.2
SUBMITTALS
A.
B.
Shop Drawings: Show the following:
1.
2.
3.
4.
5.
6.
C.
Carpet type, color, and dye lot.
Seam locations.
Pattern type, repeat size, location, direction, and starting point.
Pile direction.
Edge, transition, and other accessory strips.
Transition details to other flooring materials.
Samples: For each color and texture required.
1.
2.
Carpet: 12-inch-square Sample.
Exposed Edge, Transition, and other Accessories: 12-inch-long Samples.
D.
Product Schedule: For carpet. Use same designations indicated on Drawings.
E.
Maintenance Instructions: Submit manufacturer’s printed instructions for maintenance of installed
Work, including methods and frequency recommended for maintaining optimum condition under
anticipated traffic and use conditions. Include precautions against materials and methods which
may be detrimental to finish and performance.
F.
Maintenance data.
SHEET CARPETING
09 68 16 - 1
1.3
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QUALITY ASSURANCE
A.
Installer Qualifications: An experienced installer who is certified by the Floor Covering Installation
Board with not less than 2 years experience, or who can demonstrate compliance with its
certification program requirements.
B.
Manufacturer Qualifications: Material Producer with not less than 3 years of production experience,
whose published literature clearly indicates general compliance of products with requirements of
this section.
C.
Single Source Responsibility: Provide material produced by a single manufacturer for each carpet
type.
1.4
TESTING:
A.
Test Reports: Submit certified test reports evidencing compliance with requirements for the
following:
1.
2.
B.
1.5
Fire performance characteristics.
Physical properties indicated.
Fire Performance Characteristics: Provide carpeting that is identical to that tested for the following
fire performance requirements, according to test method indicated, by UL or other testing and
1.
Flammability Rating: Passing Methenamine Pill Test.
2.
Surface Burning Characteristics: As follows:
a.
Flame Spread: Not more than 25.
b.
Smoke Developed: Not more than 50.
A.
Comply with CRI 104, Section 5, "Storage and Handling.” Deliver materials to Project site in
original factory wrappings and containers, clearly labeled with identification of manufacturer, brand
name, quality or grad, fire hazard classification, and lot number. Store materials in original
undamaged packages and containers, inside well-ventilated area protected from weather, moisture,
soiling, extreme temperatures, humidity; laid flat, blocked off ground to prevent sagging and
warping. Maintain temperature in storage area above 40-degrees Fahrenheit.
B.
Comply with instructions and recommendations of manufacturer for special delivery, storage, and
handling requirements.
1.6
SEQUENCING & SCHEDULING:
A.
Sequence carpet installation with other Work to minimize possibility of damage and soiling during
remainder of construction period.
SHEET CARPETING
09 68 16 - 2
1.7
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PROJECT CONDITIONS
A.
1.8
Comply with CRI 104, Section 7.2, "Site Conditions; Temperature and Humidity" and Section 7.12,
"Ventilation."
WARRANTY
A.
Special Warranty for Carpet: Manufacturer's standard form in which manufacturer agrees to repair
or replace components of carpet installation that fail in materials or workmanship within specified
warranty period. Failures include, but are not limited to, more than 10 percent loss of face fiber,
edge raveling, snags, runs, loss of tuft bind strength, excess static discharge, and delamination.
1.
1.9
Warranty Period: 10 years from date of Substantial Completion.
EXTRA MATERIALS
A.
Furnish extra materials described below, before installation begins, that match products installed
and that are packaged with protective covering for storage and identified with labels describing
contents.
1.
Carpet: Full-width rolls that match type, color, and pattern equal to 5-percent of amount
installed for each type indicated, but not less than 8-square yards. Furnish accessory
components as required. Furnish replacement materials from same production run as
materials installed.
PART 2 - PRODUCTS
2.1
SHEET CARPETING
A.
Products:
1.
As indicated on Drawings.
B.
No substitutes will be accepted for sheet carpeting specified.
2.2
INSTALLATION ACCESSORIES
A.
Carpet Edge Guard, Non-metallic: Extruded or molded heavy-duty vinyl or rubber carpet edge
guard of size and profile indicated; minimum 2-inches wide anchorage flange; colors selected by
Architect from manufacturer’s standard colors.
B.
Trowelable Leveling and Patching Compounds:
Latex-modified, hydraulic-cement-based
formulation provided or recommended by carpet manufacturer.
SHEET CARPETING
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C.
Adhesives: Water-resistant, mildew-resistant, non-staining type to suit products and sub-floor
conditions indicated, that complies with flammability requirements for installed carpet and is
recommended or provided by carpet manufacturer.
D.
Seam Adhesive: Hot-melt adhesive tape or similar product recommended by carpet manufacturer
for sealing and taping seams and butting cut edges at backing to form secure seams and to prevent
pile loss at seams.
E.
Miscellaneous Materials: As recommended by manufacturers of carpet; selected by Installer to
meet Project circumstances and requirements.
PART 3 - EXECUTION
3.1
EXAMINATION:
A.
3.2
Examine substrates for moisture content and other conditions under which carpeting is to be
installed. Notify Contractor in writing of major conditions detrimental to proper completion of
Work. Do not proceed until unsatisfactory conditions have been corrected.
PREPARATION
A.
Repair minor holes, cracks, depressions, and rough areas using material recommended by carpet or
adhesive manufacturer.
B.
Clear away debris and scrape up cementitious deposits from surfaces to receive carpeting; vacuum
clean immediately before installation. Check concrete surfaces to ensure no dusting through
installed carpet; apply sealer where required to prevent dusting.
C.
Field verify tolerances in existing floor condition. Substrates receiving carpeting shall not vary more
than 1/8-inch in any 6-foot distance, nor more than 1/6-inch within any 1-foot distance. Where
substrate exceeds specified tolerances but is within tolerances specified for substrate materials,
apply underlayment to level deviations to within specified tolerances for carpet products.
3.3
INSTALLATION
A.
Comply with CRI 104 and carpet manufacturer's written installation instructions for the following:
1.
B.
Direct-Glue-Down Installation:
Installation."
Comply with CRI 104, Section 9, "Direct Glue-Down
Comply with carpet manufacturer's written recommendations and Shop Drawings for seam
locations and direction of carpet; maintain uniformity of carpet direction and lay of pile. At
doorways, center seams under the door in closed position.
SHEET CARPETING
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C.
Extend carpet into toe spaces, door reveals, closets, open-bottomed obstructions, removable
flanges, alcoves, and similar openings.
D.
Install pattern parallel to walls and borders.
E.
Provide transition strips at all tile-to-carpet transitions as indicated on Drawings.
3.4
CLEANING
A.
3.5
Remove and dispose of debris and unusable scraps. Vacuum carpet using commercial machine
with face-beater element. Remove spots and replace carpet where spots cannot be removed.
Remove any protruding face yarn using sharp scissors.
PROTECTION
A.
Provide protective methods and materials needed to ensure that carpeting will be without
deterioration or damage at time of Substantial Completion.
SHEET CARPETING
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SECTION 09 72 16 – VINYL WALL COVERINGS
PART 1 - GENERAL
1.1
SUMMARY
A.
B.
1.
C.
1.2
Vinyl wall covering.
Related Sections:
1.
Division 09 Section “Gypsum Board Assemblies”.
2.
Division 09 Section “Interior Painting”.
SUBMITTALS
A.
1.
Include technical information, installation instructions for each type of substrate and
maintenance instructions.
2.
Include data on physical characteristics, durability, fade resistance, and flame resistance
characteristics.
3.
Include manufacturer’s recommendations for maximum permissible moisture content of
substrates.
B.
Samples: For each type of wall covering and for each color, texture, and pattern required. 8” x
10” inch samples.
C.
Maintenance data.
1.
Include methods and frequency recommended for maintaining optimum condition under
anticipated use conditions.
2.
Include precautions for use of cleaning materials and methods which could be detrimental
to finishes and performance or might damage wall covering material.
D.
Product certificates signed by manufacturers of wall coverings certifying that materials
furnished comply with specified requirements.
1.
Include certified test reports evidencing compliance with requirements for fire
performance characteristics and physical properties indicated.
1.3
QUALITY ASSURANCE
A.
Fire-Test-Response Characteristics: Provide wall coverings and adhesives with the following
fire-test-response characteristics as determined by testing identical products applied with
VINYL WALL COVERINGS
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identical adhesives to substrates per test method indicated below by UL or another testing and
1.4
1.
Surface-Burning Characteristics: As follows, per ASTM E 84:
a.
Flame-Spread Index: 25 or less
b.
Smoke-Developed Index: 450 or less.
c.
Flame spread: Not more than 75.
d.
Smoke developed: Not more than 100.
2.
Fire-Growth Contribution: Textile wall coverings complying with acceptance criteria of
UBC Standard 8-2
EXTRA MATERIALS
A.
Furnish extra materials described below, before installation begins, that match products
installed and that are packaged with protective covering for storage and identified with labels
describing contents.
1.
1.5
Rolls of Wall-Covering Material: Full-size units equal to five (5) percent of amount of
each type installed.
A.
Materials will be delivered to wall covering subcontractor in original factory packages or
containers, clearly labeled to identify manufacturer, brand name, lot number, quality or grade,
and fire hazard classification.
B.
Store materials inside in original undamaged packaging, in a well-ventilated area protected from
weather, moisture, soiling, extreme temperatures and humidity. Do not store rolled goods
upright; lay flat, blocked off the ground to prevent sagging and warping. Maintain temperature
in storage area above 40 deg F (4 deg C).
C.
Comply with recommendations of the manufacturer for special delivery, storage and handling
requirements.
1.6
PROJECT CONDITIONS
A.
Maintain a constant minimum temperature of 60 deg F in installation areas for at least 10 days
before and after application of materials.
B.
Illuminate installation areas using the building’s permanent lighting system; temporary lighting
alone will not be acceptable.
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1.7
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SEQUENCING AND SCHEDULING
A.
1.8
Schedule installation with other construction activities to minimize the possibility of damage
and soiling during the remainder of the construction period.
WARRANTY
A.
1.9
Special Project Warranty: Submit a written warranty, executed by the Installer and
Manufacturer, agreeing to repair or replace wallcovering materials which fail in materials or
workmanship within the specified warranty period. This warranty shall be in addition to and
not a limitation of other rights the Owner may have against the Contractor under the Contract
Documents.
1.
Warranty period is 2 years after the date of substantial completion.
MAINTENANCE
A.
Replacement Materials: After completion of work, deliver to the project site overages of each
wallcovering type, and of each color and pattern installed, exclusive of material required to
properly complete the installation. Furnish replacement materials from same production run as
materials installed.
1.
Package replacement materials with protective covering or wrapping, clearly identified
with appropriate labels as replacement material.
2.
Furnish accessory components as required.
PART 2 - PRODUCTS
2.1
WALL-COVERING PRODUCTS
A.
General: Provide rolls of each type of wall covering from the same run number or dye lot.
B.
Vinyl Wall Covering:
1.
Products: As indicated in Construction Drawings.
2.2
ACCESSORIES
A.
Adhesive: Mildew-resistant, non-staining, strippable adhesive, for use with specific wall
covering and substrate application, as recommended in writing by wall-covering manufacturer,
and with a VOC content of 50 g/L or less when calculated according to 40CFR 59, Subpart D
(EPA Method 24).
B.
Primer/Sealer: Mildew-resistant primer/sealer complying with requirements in Section 09 91
23 Interior Painting and recommended in writing by wall-covering manufacturer for intended
substrate.
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C.
Wall Liner: Non-woven, synthetic underlayment and adhesive as recommended by wallcovering manufacturer.
D.
Seam Tape: As recommended in writing by wall-covering manufacturer.
PART 3 - EXECUTION
3.1
EXAMINATION/PREPARATION
A.
Prepare substrates to achieve a smooth, dry, clean, structurally sound surface free of flaking,
unsound coatings, cracks, and defects.
1.
2.
3.
4.
Moisture Content: Maximum of 5 percent on new plaster, concrete, and concrete
masonry units when tested with an electronic moisture meter.
Plaster: Allow new plaster to cure. Neutralize areas of high alkalinity.
Metals: If not factory primed, clean and apply metal primer.
Gypsum Board: Prime with primer recommended by wall-covering manufacturer.
Check painted surfaces for pigment bleeding. Sand gloss, semi-gloss, and eggshell
finishes with fine sand paper.
B.
Contractor and Installer to examine the substrates scheduled to receive wall coverings for
compliance with requirements and conditions affecting performance of wall covering work. Do
not proceed until unsatisfactory conditions have been corrected. If the wall covering Installer
installs goods over defective wall conditions, the Installer will be responsible for removing and
replacing materials incorrectly installed.
C.
Remove hardware and hardware accessories, electrical plates and covers, light fixture trims, and
similar items.
D.
Acclimatize wall-covering materials by removing them from packaging in the installation areas
not less than 24-hours before installation.
E.
Install wall liner, with no gaps or overlaps, where required by wall-covering manufacturer.
F.
Do not install wall coverings over oil-based wood stains or felt-tip pen markings.
G.
Check painted surfaces for possibility of pigment bleed-through. Light colored fabric wall
coverings should be painted with one coat of finish paint by others prior to installation.
H.
Defective Goods: Notify Interior Architect immediately if any goods are defective or do not
match approved submittals.
1.
Inspect all goods prior to cutting. Do not cut or hang defective wall covering.
3.2
INSTALLATION
A.
Verify that colors and patterns of wall coverings are those specified before beginning
installation.
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1.
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Installer shall be responsible for removing and replacing any wall covering incorrectly
installed or defective goods installed unless otherwise approved in writing by the Interior
Architect.
B.
Cut wall-covering strips in roll number sequence. Change roll numbers at partition breaks and
corners.
C.
Install strips in order as recommended by manufacturer.
D.
Install wall covering with no gaps or overlaps, no lifted or curling edges, and no visible
shrinkage.
E.
Match pattern 72-inches above the finish floor.
F.
Install seams vertical and plumb at least 6-inches from outside corners and 3-inches from inside
corners unless a change of pattern or color exists at corner. No horizontal seams are permitted.
G.
Fully bond wall covering to substrate. Remove air bubbles, wrinkles, blisters, and other defects.
H.
Trim edges and seams for color uniformity, pattern match, and tight closure. Butt seams
without any overlay or spacing between strips.
I.
Vinyl Wall Covering: Place panels as recommended by manufacturer including filling spaces
above or below openings. Hang in accordance with manufacturer’s instructions.
1.
Apply adhesive to the back of the wall covering and place in accordance with the
manufacturer’s instructions.
2.
Seams: Install seams plumb, and at least 6 inches away from corners. Horizontal seams
will not be permitted. Overlap seams and double-cut to assure tight closure.
3.
Roll, brush or use a broad knife to remove all air bubbles, wrinkles, blisters, and other
defects. Cut wall coverings evenly to the edges of wall penetrations.
4.
Trim salvages as required to assure color uniformity and pattern match.
3.3
PROTECTION
A.
3.4
Provide protective methods and materials needed to ensure that wall coverings will be without
deterioration or damage at time of substantial completion.
CLEANING
A.
Vinyl Wall Covering: Remove excess adhesive along finished seams and perimeter edges while
still wet using warm water and a clean sponge; wipe dry.
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SECTION 09 91 23 – INTERIOR PAINTING
PART 1 – GENERAL
1.1
SUMMARY
A.
Drawings and general provisions of Contract, including General and Supplementary Conditions and
other Division-1 Specification Sections, apply to this Section.
B.
This Section includes surface preparation, painting, and finishing of exposed interior items and surfaces.
1.
C.
Surface preparation, priming, and finish coats specified in this Section are in addition to shop
priming and surface treatment specified under other Sections.
Related Sections:
1.
Division 9 Section "Gypsum Board Assemblies" for wall preparation instructions.
D.
Paint exposed surfaces whether or not colors are designated in "Finish Schedules," except where a
surface or material is specifically indicated not to be painted or is to remain natural. Where an item or
surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or
finish is not designated, the Architect will select from either Project finishes or standard colors or
finishes available.
E.
Painting is not required on pre- finished items, finished metal surfaces, concealed surfaces, operating
parts, and labels.
1.
2.
F.
Pre-finished items not to be painted include the following factory-finished components:
a.
Architectural woodwork and casework.
b.
Finished mechanical and electrical equipment.
c.
Light fixtures.
Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code-required
labels or equipment name, identification, performance rating, or nomenclature plates.
Paint exposed appurtenances such as grilles, registers, elec. cabinet covers, etc., as indicated on the
Drawings and directed by Architect.
1.3 DEFINITIONS
A.
"Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and
other applied materials whether used as prime, intermediate, or finish coats.
1.4 SUBMITTALS
A.
Product Data: Manufacturer's technical information, label analysis, and application instructions for
each material proposed for use.
1. List each material and cross-reference the specific coating and finish system and application.
Identify each material by the manufacturer's catalog number and general classification.
2. Provide 6-inch by 6-inch actual paint samples for each color and each finish for approval.
INTERIOR PAINTING
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1.5 QUALITY ASSURANCE
A.
Single-Source Responsibility: Provide primers and undercoat paint produced by the same
manufacturer as the finish coats.
B.
Coordination of Work: Review other sections in which primers are provided to ensure compatibility
of the total systems for various substrates. On request, furnish information on characteristics of finish
materials to ensure use of compatible primers.
1.
Notify the Interior Architect of problems anticipated using the materials specified.
C.
Material Quality: Provide the manufacturer's best quality trade sale paint material of the various
coating types specified. Paint material containers not displaying manufacturer's product identification
will not be acceptable.
D.
Inspection: Provide periodic inspection of painting work by manufacturer's technical representatives
for material and workmanship quality. The technical representatives shall check purchased quantities
against recommended spreading rates and report to Architect and Contractor on calculated coverages.
1.6 DELIVERY, STORAGE, AND HANDLING
A.
Deliver materials to the Project site in the manufacturer's original, unopened packages and containers
bearing manufacturer's name and label and the following information:
1.
Product name or title of material.
2.
Color name and number.
B.
Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient
temperature of 45-degrees F. Maintain containers used in storage in a clean condition, free of foreign
materials and residue.
1.
Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily.
2.
Take necessary measures to ensure that workers and work areas are protected from fire and
health hazards resulting from handling, mixing, and application.
1.7 JOB CONDITIONS
A.
Apply water-based paints only when the temperature of surfaces to be painted and surrounding air
temperatures are between 50-degrees F and 90-degrees F.
B.
Apply solvent-thinned paints only when the temperature of surfaces to be painted and surrounding air
temperatures are between 45-degrees F and 95-degrees F.
1.8 EXTRA MATERIAL
A.
Furnish extra material described below, before installation begins, that match products installed and
that are packaged with protective covering for storage and identified with labels per instructions in
Division 1 Section “Closeout Procedures.”
1.
Gallons of Paint Material: Not less than ½ Gallon for each color and type of paint, as
indicated on drawings.
INTERIOR PAINTING
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PART 2 – PRODUCTS
2.1 MANUFACTURERS
A.
B.
Manufacturer: Benjamin Moore.
Manufacturer: Sherwin Williams
2.2 PRIMERS
A.
Interior Flat Latex-Based Paint: Flat latex paint used as a primer on plaster under flat, Semi-gloss, and
full-gloss alkyd finishes:
1.
Benjamin Moore: Latex Quick-Dry Prime Seal #201.
PART 3 – EXECUTION
3.1 EXAMINATION
A.
Examine substrates and conditions under which painting will be performed for compliance with
requirements for application of paint. Do not begin paint application until unsatisfactory conditions
have been corrected.
1.
Start of painting will be construed as the Applicator's acceptance of surfaces and conditions
within a particular area.
3.2 PREPARATION
A.
General Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting
fixtures, and similar items in place that are not to be painted, or provide surface-applied protection
prior to surface preparation and painting. Remove these items if necessary for complete painting of
the items and adjacent surfaces. Following completion of painting operations in each space or area,
have items reinstalled by workers skilled in the trades involved.
1.
Clean surfaces before applying paint or surface treatments. Remove oil and grease prior to
cleaning. Schedule cleaning and painting so that dust and other contaminants from the
cleaning process will not fall on wet, newly painted surfaces.
B.
Surface Preparation: Clean and prepare surfaces to be painted in accordance with the manufacturer's
instructions for each particular substrate condition and as specified.
1.
Provide barrier coats over incompatible primers or remove and re-prime. Notify Architect in
writing of problems anticipated with using the specified finish-coat material with substrates
primed by others.
2.
Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits,
and sandpaper, as required. Sand surfaces exposed to view smooth and dust off.
a. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other
recommended knot sealer before application of primer. After priming, fill holes and
imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried.
b. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends,
faces, undersides, and backsides of wood, including cabinets, counters, cases, and
paneling.
c. When transparent finish is required, back-prime with spar varnish.
d. Back-prime paneling on interior partitions where masonry, plaster, or other wet wall
construction occurs on backside.
INTERIOR PAINTING
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e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or
sealer immediately upon delivery.
C.
Materials Preparation: Carefully mix and prepare paint materials in accordance with manufacturer's
written directions.
1.
Maintain containers used in mixing and application of paint in a clean condition, free of foreign
materials and residue.
2.
Stir material before application to produce a mixture of uniform density; stir as required during
application. Do not stir surface film into material. Remove film and, if necessary, strain
material before using.
3.
Use only thinners approved by the paint manufacturer, and only within recommended limits.
3.3 APPLICATION
A.
Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited
for substrate and type of material being applied.
B.
Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to
formation of a durable paint film.
1.
Paint colors, surface treatments, and finishes are indicated in Drawing "Schedules."
2.
Provide finish coats that are compatible with primers used.
3.
The number of coats and film thickness required is the same regardless of the application
method. Do not apply succeeding coats until the previous coat has cured as recommended by
the manufacturer. Sand between applications where sanding is required to produce an even
smooth surface in accordance with the manufacturer's directions.
4.
Apply additional coats when undercoats, stains, or other conditions show through final coat of
paint until paint film is of uniform finish, color, and appearance. Give special attention to
ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a
dry film thickness equivalent to that of flat surfaces.
5.
The term "exposed surfaces" includes areas visible when permanent or built-in fixtures,
convector covers, covers for finned tube radiation, grilles, and similar components are in place.
Extend coatings in these areas as required to maintain the system integrity and provide desired
protection.
6.
Paint surfaces behind movable equipment and furniture same as similar exposed surfaces.
Paint surfaces behind permanently fixed equipment or furniture with prime coat only before
final installation of equipment.
7.
Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, nonspecular black paint.
8.
Paint back sides of access panels and removable or hinged covers to match exposed surfaces.
9.
Finish doors on tops, bottoms, and side edges same as exposed faces.
10. Sand lightly between each succeeding enamel or varnish coat.
11. Omit primer on metal surfaces that have been shop-primed and touch up painted.
C.
Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise
prepared for painting as soon as practicable after preparation and before subsequent surface
deterioration.
1.
Allow sufficient time between successive coats to permit proper drying. Do not recoat until
paint has dried to where it feels firm, and does not deform or feel sticky under moderate
thumb pressure and where application of another coat of paint does not cause lifting or loss of
adhesion of the undercoat.
INTERIOR PAINTING
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D.
Minimum Coating Thickness: Apply materials at not less than the manufacturer's recommended
spreading rate. Provide a total dry film thickness of the entire system as recommended by the
manufacturer.
E.
Mechanical and Electrical Work: Painting of Mechanical and Electrical Work is limited to items
exposed in occupied spaces including air diffusers and grills.
F.
Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by the
manufacturer to material that is required to be painted or finished and has not been prime coated by
others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first
coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing.
G.
Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform
finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags,
or other surface imperfections will not be acceptable.
H.
Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or
repaint work not in compliance with specified requirements.
3.4 CLEANING
A.
Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint
materials from the site.
B.
Upon completion of painting, clean glass and paint-spattered surfaces. Remove spattered paint by
washing and scraping, using care not to scratch or damage adjacent finished surfaces.
3.5 PROTECTION
A.
Protect work of other trades, whether to be painted or not, against damage by painting. Correct
damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect.
B.
Provide "wet paint" signs to protect newly painted finishes. Remove temporary protective wrappings
provided by others for protection of their Work after completion of painting operations.
1.
At completion of construction activities of other trades, touch up and restore damaged or
defaced painted surfaces.
3.6 INTERIOR PAINT SCHEDULE
A.
General: Provide the following paint systems for the various substrates indicated.
B.
Ferrous Metals:
1.
Semi-gloss Alkyd Finish: 2-coats over primer with total dry film thickness not less than 2.5mils.
a.
Primer: 073-132 Rust-O-Lastic Anti-Corrosive Primer.
b.
Undercoat: 403 FreshKote Alkyd Semi-Gloss.
c.
Finish Coat: 403 FreshKote Alkyd Semi-Gloss.
E.
Gypsum Drywall Systems:
1.
Lusterless (Flat) Emulsion Finish: 3-coats.
INTERIOR PAINTING
09 91 23 -5
a.
b.
c.
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INTERIOR
Primer: Latex-Based Interior White Primer.
First Coat: Latex-Based Interior Flat Paint.
Finish Coat: Latex-Based Interior Eggshell Paint.
INTERIOR PAINTING
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SECTION 10 44 00 - FIRE-PROTECTION SPECIALTIES
PART 1 - GENERAL
1.1
SUMMARY
A.
1.
1.2
Portable fire extinguishers.
SUBMITTALS
A.
1.
B.
1.3
Fire Extinguishers: Include rating and classification.
Maintenance data.
QUALITY ASSURANCE
A.
NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Portable Fire
Extinguishers."
B.
Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing
agency acceptable to authorities having jurisdiction.
1.4
WARRANTY
A.
Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace
components of portable fire extinguishers which fail in materials or workmanship within specified
warranty period.
1.
Failures include, but are not limited to, the following:
a.
b.
2.
Failure of hydrostatic test according to NFPA 10.
Faulty operation of valves or release levers.
Warranty Period: 6-years from date of Substantial Completion.
FIRE-PROTECTION SPECIALTIES
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PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
2.2
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, manufacturers
specified.
PORTABLE FIRE EXTINGUISHERS
A.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
B.
General: Provide fire extinguishers of type, size, and capacity for each fire-protection cabinet and
mounting bracket indicated.
1.
C.
2.3
Amerex Corporation.
Ansul Incorporated.
Badger Fire Protection.
Buckeye Fire Equipment Company.
Fire End & Croker Corporation.
General Fire Extinguisher Corporation.
JL Industries, Inc.
Kidde Fyrnetics.
Larsen's Manufacturing Company.
Modern Metal Products; Div. of Technico.
Moon American.
Potter Roemer; Div. of Smith Industries, Inc.
Watrous; Div. of American Specialties, Inc.
Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B
and bar coding for documenting fire extinguisher location, inspections, maintenance, and
recharging.
Multipurpose Dry-Chemical Type in Steel Container FE1: UL-rated 4-A:60-B:C, 10-lb (4.5-kg)
nominal capacity, with monoammonium phosphate-based dry chemical in enameled-steel
container.
MOUNTING BRACKETS
A.
Manufacturers:
1.
2.
3.
4.
5.
6.
Amerex Corporation.
Ansul Incorporated.
Badger Fire Protection.
Buckeye Fire Equipment Company.
Fire End & Croker Corporation.
General Fire Extinguisher Corporation.
10 44 00 - 2
7.
8.
9.
B.
JL Industries, Inc.
Larsen's Manufacturing Company.
Potter Roemer; Div. of Smith Industries, Inc.
Mounting Brackets: Manufacturer's standard galvanized steel, designed to secure fire extinguisher
to wall or structure, of sizes required for types and capacities of fire extinguishers indicated, with
plated or baked-enamel finish.
1.
C.
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INTERIOR
Color: Red.
Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing,
and location. Locate as indicated by Architect.
1.
Identify bracket-mounted fire extinguishers with the words "FIRE EXTINGUISHER" in
red letter decals applied to mounting surface.
a.
Orientation: Vertical.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Examine fire extinguishers for proper charging and tagging.
defective, or undercharged units.
B.
Install fire-protection specialties in locations and at mounting heights indicated or, if not indicated,
at heights acceptable to authorities having jurisdiction.
C.
Mounting Brackets:
indicated.
D.
Identification: Apply vinyl lettering at locations indicated.
3.2
Remove and replace damaged,
Fasten mounting brackets to surfaces, square and plumb, at locations
LOCATION OF FIRE EXTINGUISHERS
A.
Locate Fire Extinguisher in accordance with local codes. Review proposed locations with Architect
prior to installation.
10 44 00 - 3
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SECTION 23 05 93 - TESTING, ADJUSTING & BALANCING
PART 1 – GENERAL
1.1 DESCRIPTION OF WORK
A. Extent of testing, adjusting, and balancing Work required by this Section is defined to include, but is not
necessarily limited to air distribution systems, hydronic distribution systems, and associated equipment
and apparatus of mechanical Work. The Work consists of setting speed and volume adjusting facilities
provided for systems, recording data, conducting tests, preparing and submitting reports, and
recommending modifications to Work as required by contract documents.
B. Component types of testing, adjusting, and balancing specified in this section include the following as
applied to mechanical equipment:
1.
2.
3.
4.
Fans
Air-conditioning units
Ductwork systems
Terminal units
C. Refer to Division 23 Sections for installations and start-up of equipment to be tested, adjusted, and
balanced; not Work of this section.
D. Refer to Division 26 Sections for electrical hook-up and wiring of equipment to be tested, adjusted, and
balanced; not Work of this section.
1.2 QUALITY ASSURANCE
A. Tester's Qualifications: Firm with a least 3 years of successful testing, adjusting, and balancing
experience on projects which are similar to the requirements of this project, who is not the installer of
the system to be tested and is otherwise independent of this project.
B. Tester's Qualifications: With prior approval of the engineer, the original installer of the system shall be
approved for testing, adjusting, and balancing provided that installer is certified by National
Environmental Balancing Bureau (NEBB) or Associated Air Balance Council (AABC) and has at least 3
years of successful testing, adjusting, and balancing experience on similar projects.
C. Codes and Standards:
1.
NEBB Compliance: Comply with NEBB's Procedural Standards for Testing, Adjusting, and
Balancing of Environmental Systems" as applicable to mechanical air and hydronic distribution
systems and associated equipment.
2.
ABC Compliance: Comply with AABC Manual MN-1 "AABC National Standards" as applicable
to mechanical air and hydronic distribution systems and associated equipment and apparatus.
3.
Industry Standards: Comply with ASHRAE recommendations pertaining to measurements,
instruments and testing, adjusting and balancing.
1.3 SUBMITTALS
23 05 93 - 1
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INTERIOR
A. Submit certified test reports, signed by Test and Balance Supervisor who performed the Work.
1.4 JOB CONDITIONS
A. Do not proceed with testing, adjusting, and balancing Work until work has been completed and is
operable. Ensure that there is not additional Work to systems which may alter the report.
PART 2 PRODUCTS
2.1 PATCHING MATERIALS
A. Except as otherwise indicated, use same products as used by original installer for patching holes in
insulation, ductwork and housings which have been cut or drilled for test procedures.
B. At tester's option, plastic plugs with retainers may be used to patch drilled holes in ductwork and
housings.
PART 3 EXECUTION
3.1 INSTALLATION
A. Examine installed Work and conditions under which testing is to be done to ensure that work has been
completed, cleaned and is operable. Do not proceed with balance Work until unsatisfactory conditions
have been corrected in manner acceptable to tester.
B. Test, adjust, and balance environmental systems and components, as indicated, in accordance with
procedures outlined in applicable standards.
C. Test, adjust, and balance system during summer season for air conditioning systems and during winter
season for heating systems.
D. Prepare report of test results, including instruments used, equipment settings, fan speed, control lever
positions, equipment nameplate data showing horsepowers, amp draw, rpm, capacities, model numbers,
sheave sizes, belt sizes and static pressures.
E. Balance system initially at maximum flow capabilities, resetting to final design conditions.
F. Prepare a report of recommendations for correcting unsatisfactory mechanical performances when
system cannot be successfully balanced; including modifications which exceed requirements of contract
documents for mechanical work
G. Retest, adjust and balance systems subsequent to significant system modifications, and resubmit test
results.
23 05 93 - 2
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INTERIOR
SECTION 23 37 00 – AIR OUTLETS & INLETS
PART 1 - GENERAL
1.1
SUMMARY
A.
This Section includes air outlets and inlets as indicated on the Drawings and Schedules and by the
requirements of this Section.
B.
Types of air outlets and inlets specified in this Section include the following:
1.
2.
C.
1.2
Supply/return/exhaust air diffusers.
Registers and grilles.
Refer to other Division 23 Sections for balancing of air outlets and inlets, Work not included in this
Section.
QUALITY ASSURANCE
A.
Manufacturer’s Qualifications: Firms regularly engaged in the manufacture of air outlets and inlets
of the types and capacities required for this Project, whose products have been in satisfactory use in
similar service for not less than 3 years.
B.
Codes and Standards:
C.
1.
ARI Compliance: Test and rate air outlets and inlets in accordance with ARI 650 “Standards
for Air Outlets and Inlets.”
2.
ASHRAE Compliance: Test and rate air outlets and inlets in accordance with ASHRAE 70
“Method of Testing for Rating and Air Flow Performance of Outlets and Inlets.”
3.
AMCA Compliance: Test and rate louvers in accordance with AMCA 500 “Test Method for
Louvers, Dampers and Shutters.”
4.
AMCA Seal: Provide louvers bearing the AMCA Certified Rating Seal.
5.
NFPA Compliance: Install air outlets and inlets in accordance with NFPA 90A “Standard
for the Installation of Air Conditioning and Ventilating Systems.”
Shop Drawings: Submit manufacturer’s assembly-type Shop Drawings for each type of air outlet
and inlet indicating materials and methods of assembly of components.
23 37 00 - 1
1.3
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INTERIOR
A.
Deliver air outlets and inlets wrapped in factory-fabricated fiber-board type containers. Identify on
outside of container type of outlet or inlet and location to be installed. Avoid crushing or bending
and prevent dirt and debris from entering and settling in devices.
B.
Store air outlets and inlets indoors in original cartons and protect from weather and construction
Work traffic.
PART 2 - PRODUCTS
2.1
CEILING AIR DIFFUSERS
A.
General: Unless otherwise indicated, provide manufacturer’s standard ceiling air diffusers where
shown on the Drawings. Provide the size, shape, capacity and type indicated, constructed of
materials and components as indicated and as required for a complete installation.
B.
Performance: Provide ceiling air diffusers that have, as a minimum, temperature and velocity
traverses, throw and drop, and noise criteria ratings for each size device as listed in manufacturer’s
current Product Data.
C.
Ceiling Compatibility: Provide diffusers with border styles that are compatible with adjacent ceiling
systems and that are specifically manufactured to fit into ceiling module with accurate fit and
support. Refer to Drawings and Specifications for types of ceilings that contain each type of ceiling
air diffuser.
D.
Types: Provide ceiling diffusers of the type, capacity and with accessories and finished as indicated
on Drawings and as indicated below. The following requirements shall apply to the nomenclature
indicated.
E.
Diffuser Faces:
F.
1.
Square (S): Square housing, core of square concentric louvers, square or round duct
connection.
2.
To match existing.
Diffuser Mountings:
1.
G.
Lay-In (L-I): Diffuser housing sized to fit between ceiling exposed suspension tee bars and
rest on top surface of tee bar.
Diffuser Dampers:
1.
Fire Damper (F-D): Combination adjustable opposed blade damper and fusible link fire
damper with UL approved link and assembly designed to meet the requirements of NFPA
90A.
23 37 00 - 2
H.
2.2
IHAIS01C
INTERIOR
Manufacturer: Subject to compliance with requirements, provide diffusers to match existing.
REGISTERS & GRILLES
A.
General: Except as otherwise indicated, provide manufacturer’s standard ceiling registers and grilles
where shown on the Drawings of the size, shape, capacity and type indicated, constructed of
materials and components as indicated and as required for a complete installation.
B.
Performance: Provide ceiling registers and grilles that have, as a minimum, temperature and velocity
traverses, throw and drop, and noise criteria ratings for each size device as listed in manufacturer’s
current Product Data.
C.
Ceiling Compatibility: Provide registers and grilles with border styles that are compatible with
adjacent ceiling systems and that are specifically manufactured to fit into ceiling module with
accurate fit and support. Refer to Drawings and Specifications for types of ceilings that contain
each type of ceiling air diffuser..
PART 3 - EXECUTION
3.1
INSPECTION
A.
3.2
Examine areas and conditions under which air outlets and inlets are to be installed. Do not proceed
with Work until unsatisfactory conditions have been corrected.
INSTALLATION
A.
General: Install air outlets and inlets in accordance with manufacturer’s written instructions and in
accordance with recognized industry practices to ensure that products serve intended functions.
B.
Coordinate with other Work including ductwork and duct accessories, as required to interface
installation of air outlets and inlets with other Work.
C.
Locate ceiling air diffusers, registers and grilles as indicated on the “Reflected Ceiling Plans.” Unless
otherwise indicated, locate units in center of acoustical ceiling modules.
3.3
SPARE PARTS
A.
Furnish to Owner, with receipt, 3 operating keys for each type of air outlet and inlet that requires
them.
23 37 00 - 3
IHAIS01C
INTERIOR
SECTION 26 05 00 – GENERAL PROVISIONS/ ELECTRICAL
PART 1 - GENERAL
1.1 GENERAL
A.
1.2
The Electrical Contractor shall comply with all applicable provisions of the General
Conditions, Supplementary General Conditions, Special Conditions and Instructions to
Bidders. The Electrical Contractor shall comply with all provisions of the Electrical
Specifications under Division 26.
SCOPE OF WORK:
A.
The Electrical Contractor shall furnish all labor and materials required to provide a complete
electrical system. Work shall include but not be limited to the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
1.3
1.3
Electrical service entrance
Feeder conduits and conductors
Panelboards for lighting and power circuits as required
Branch circuit wiring to lighting and receptacles
Connections to all equipment furnished by owner and other trades
Exit and emergency lighting
Interior lighting system
Wiring devices
Grounding
Electrical demolition
Temporary electrical power and lighting for construction
Temporary removal of existing light fixtures to be re-installed.
GENERAL REQUIREMENTS:
A.
Work covered by this Section of the Specifications shall consist of providing all materials,
labor, equipment and services necessary for a complete electrical installation as specified
herein or as shown on the drawings.
B.
References in the Specifications to any article, device, product, material, fixture, form or type
of construction by name, model or catalog number shall be interpreted as establishing a
standard of quality and shall not be construed as limiting competition. The Electrical
Contractor may substitute articles, devices, products, materials, fixtures, forms or types of
construction which in the judgement of the Architect/Engineer is comparable to the
specified materials. Submission of proposed alternate materials must be received in writing
by the Architect a minimum of 7 days prior to the bid date. Notification of approved
alternate materials will be provided by addendum. Bid proposal shall be based on specified
materials and approved substitutes only.
ADDITIONS AND CHANGES TO WORK INCLUDED:
GENERAL PROVISIONS/ ELECTRICAL
26 05 00 - 1
A.
1.4
B.
C.
D.
1.7
The Electrical Contractor shall arrange his work such that all equipment, panelboards,
disconnect switches, etc., have adequate access for maintenance purposes. The Electrical
Contractor shall comply strictly with all NEC requirements for working space about
electrical equipment.
PROTECTION DURING CONSTRUCTION:
A.
1.6
Any changes to work or additional work above and beyond that included in the Contract
Documents must be authorized in writing by the Architect.
ACCESS TO EQUIPMENT:
A.
1.5
IHAIS01C
INTERIOR
Equipment and trim shall be protected against damage incidental to construction. All
damaged equipment shall be repaired or replaced at no cost to the Owner.
Where materials to be installed are being stored at or near the project during construction,
this Contractor shall arrange such materials so as to minimize the possibility of
contaminations, corrosion and damage.
This Contractor shall take care to avoid causing damage to materials and workmanship of
other trades.
Fixtures, trim, and accessories removed during construction and to be re-installed, shall
be moved to a secured area, provided by Owner. Electrical Contractor is responsible to
inventory items and provide wrapping as required.
MINOR DEVIATIONS:
A.
The Drawings accompanying these Specifications indicate, generally, the design and
arrangements of equipment, apparatus, fixtures, accessories, conduits and cables necessary
to complete the installation of the system. The exact location or arrangement of the
apparatus and equipment, unless otherwise indicated, is subject to minor changes
necessitated by field conditions and shall be made as required without additional cost to the
Owner.
B.
Measurements shall be verified by actual observation at the construction site. This
Contractor shall be responsible for all of his work fitting into place in a satisfactory and
workmanlike manner to the approval of the Owner.
C.
This contractor shall provide full cooperation with other contractors during the course of
the construction and shall plan and execute his work such that interference between his
work and the installations performed by other trades is minimized.
LOCAL CONDITIONS:
A.
This Contractor shall inform himself of the conditions under which the work is to be
performed, the site of the work, the existing conditions within the existing structure,
26 05 00 - 2
IHAIS01C
INTERIOR
structure of the ground that may be encountered, availability and location of necessary
facilities and utilities and all relevant matters concerning the work.
1.8
1.9
1.10
CLEANING:
A.
On a daily basis this Contractor shall clean work areas and shall remove all rubbish, and/or
other debris occasioned by their installation.
B.
No painting shall be included in this contract with the exception that all bare metal
equipment, apparatus or supports installed by this Contractor shall be painted one (1) coat
of Rustoleum or Rust-Alum rust inhibiting paint. Additionally, any surfaces marred during
installation shall be properly restored using factory provided touch-up paint.
HOISTING:
A.
This Contractor shall be responsible for hoisting of materials furnished under this Section of
the Specifications.
B.
All hoisting shall be done in strict accordance with applicable city, state and federal rules and
regulations.
TEMPORARY ELECTRICAL SERVICE:
A.
Temporary wiring for lighting and power used during construction shall comply with the
provisions of the latest Edition of the National Electrical Safety Code, OSHA Rules and
Regulations, and regulations of the National Electric Code.
B.
All temporary light and power service connections shall be entirely removed at the
completion of the new construction.
C.
Power service and distribution systems shall be properly grounded in accordance with the
provisions and requirements of the standards listed above.
D.
All receptacles shall be 15A, NEMA GFCI protected type. All receptacles shall be duplex.
GFCI protected receptacles for small power tools shall be provided in sufficient quantities
so that no extension cords longer than 100 ft. will be required.
E.
Branch circuits feeding receptacles shall be protected with ground fault circuit interrupters,
if grounding type duplex receptacles are utilized in lieu of GFCI receptacles.
F.
All lamps shall be furnished and installed by the Electrical Contractor and he shall replace all
burned out and missing lamps as required during regular working hours.
G.
Temporary facilities shall be routed in a manner that will cause minimum conflict with the
construction work. Cords shall be kept clear of working spaces and walkways where they
are readily exposed to damage.
26 05 00 - 3
IHAIS01C
INTERIOR
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.01
3.02
TESTING, ADJUSTING AND ALIGNING:
A.
All circuits shall be tested for continuity, opens, shorts and grounds. They shall be
connected to the proper phase and arranged as required to maintain a load balanced to
within 10%.
B.
Motor starters shall be adjusted and fused or provided with suitable thermal overload strips
to operate smoothly without chatter or excessive hum.
C.
Switch, power and lighting panels shall be properly phased to distribute the load and shall be
connected and adjusted to operate as specified.
TOOLS, SCAFFOLDING, ETC.:
A.
3.03
3.04
This Contractor shall furnish all tools, transportation, scaffolding apparatus, and utensils
required for the installation of his work.
ACCEPTANCE OF CONTRACTOR'S WORK:
A.
The Electrical Contractor shall submit Operating and Service Manuals to the Architect prior
to final acceptance of the work.
B.
This Contractor shall coordinate, through the Architect, an instruction period for the owner.
He shall assign a responsible person from his staff who is thoroughly familiar with the
installed systems and their operation. This individual shall conduct a formal verbal
instruction to the Owner of such operation in the presence of the Architect.
C.
A letter indicating compliance with all codes and completion of the work shall be submitted
with the Contractor's request for final payment. Contractor's warranty period begins upon
receipt of this letter by the Architect.
GUARANTEE:
A.
In entering into a Contract for this work, the Contractor accepts the Specifications and
guarantees that the work will be performed in accordance with the requirements of the
Specifications or such modifications as may be made in the Contract Documents.
Contractor further guarantees that the workmanship and material will be of the best
procurable and that none but experienced workmen familiar with each particular class of
work will be employed. Should any defects develop in the Contractor's work within one (1)
year after final payment and acceptance by the Architect has been made, the Contractor
26 05 00 - 4
IHAIS01C
INTERIOR
guarantees to replace or repair materials or equipment found to be defective as a result of
faulty material or workmanship. Such repair or replacement shall be made at the
Contractor's expense upon written notification from the Architect.
26 05 00 - 5
IHAIS01C
INTERIOR
SECTION 26 27 26 – SWITCHES AND RECEPTACLES
PART 1 - GENERAL
1.01
GENERAL:
A.
The electrical Contractor shall provide all wiring devices as indicated on the Drawings. All
wiring devices shall be Underwriter's listed.
PART 2 - PRODUCTS
2.01
MATERIALS:
A.
Switches shall be of the specification grade, quiet operating type rated at 20 amperes,
120/277 volts A.C., and comparable to:
Description
Single pole
3-way
B.
Standard Type Number
1221-I
1223-I
Receptacles shall be of the specifications grade, grounding type, rated at 15 or 20 amperes as
noted on the drawings, 120 volts A.C. and comparable to the following Hubbell Inc.
models:
Description
15A
Duplex Receptacle
20A
Single Receptacle
20A Duplex Receptacle
NEMA
5-15R
5-20R
5-20R
Number
5252-I
5351-I
5352-I
C.
Color of switches and receptacles shall match existing.
D.
All switches and receptacles furnished for the project shall be the product of a single
manufacturer. Comparable wiring devices as manufactured by the following will be
considered as acceptable.
Hubbell/General Electric
Arrow-Hart
Sierra
E.
Pass and Semour
Leviton
Eagle
Ground fault interrupter receptacles shall be provided in all toilet rooms and other areas as
noted on the Drawings. Ground fault interrupter receptacles shall be of the duplex type,
rated at 15 amperes, 120 volts, 2 pole - 3 wire with testing and resetting buttons. Ground
fault interrupter receptacles shall be comparable to Harvey Hubbell No. GF-5252 and shall
be mounted in standard two and one eighth (2-1/8) inch (minimum) deep outlet boxes.
SWITCHES AND RECEPTACLES
26 27 26 - 1
IHAIS01C
INTERIOR
F.
Occupancy Sensor shall be Hubbell Inc. switch AT1277W, to 1800 watts; Adjustable from
5-30 minutes; Color: white w/green LED sensor.
G.
Special purpose outlets, where applicable, shall be comparable to the following Hubbell Inc.
models:
Description
20A-250V
30A-250V
50A-250V
60A-250V
2 Pole-3 Wire (GRD)
6-20R #5461
6-30R #9350
6-50R #7961
15-60R #8460
Dual Voltage Combination
20A-120/250V(GRD) 5-20R/6-20R
3 Pole-4 Wire (GRD)
15-20R #8420
15-20R #8430
15-50R #8450
#4792
H.
Cover plates of the appropriate type and size shall be provided to accommodate all outlets.
Unless otherwise required for special devices or specific equipment supplies, all plates shall
conform to the following:
I.
Flush outlets in finished areas shall be provided with plastic cover plates to match existing.
PART 3 - EXECUTION
3.01
INSTALLATION:
A.
Where any outlet is shown in the same location as any heating ventilating, air conditioning
or plumbing equipment, verify physical dimensions of such equipment with the respective
trade and install the outlet with a minimum clearance of three (3) inches from any such
apparatus. This Contractor shall be responsible for determining such conflicts.
B.
Where more than four (4) switches occur at a single location, appropriate gang boxes and
interchangeable devices shall be used with a single plate.
C.
Refer to Drawings and Specification Section 16130 for device mounting heights.
SWITCHES AND RECEPTACLES
26 27 26 - 2
IHAIS01C
INTERIOR
SECTION 26 50 00 – LIGHTING FIXTURES
PART 1 - GENERAL
1.01
GENERAL
A.
The Electrical Contractor shall provide and install all lighting fixtures required for the
Project. Lighting fixtures shall be equipped with proper accessories, lenses, louvers,
reflectors, shields, hangers, clips, frames, lamps, ballasts, and other essentials to properly
install the fixtures and accessories in or upon walls, ceilings, or other construction features.
All lighting fixtures shall be properly painted for protection and preservation appropriate to
the place installed.
B.
It shall be the responsibility of the Electrical Contractor to check all ceiling construction,
finishes, lamping, mounting accessories, etc., as required for the approved installation of the
equipment.
C.
All lighting fixtures shall be Underwriters' Laboratories approved.
PART 2 - PRODUCTS
2.01
MATERIAL
A.
All lighting fixtures shall be as called for in the Lighting Fixture Schedule and/or noted on
the Drawings. Light fixtures of equal quality, performance and finishes by alternate
manufacturers may be considered for approval by the architect and engineer. Alternate light
fixtures shall be submitted at least 3 working days prior to bid for review and approval.
B.
Special lighting equipment shall be as herein specified or noted on the Drawings.
C.
Ballasts for all fluorescent, metal halide or high pressure sodium fixtures shall be of the high
power factor Class "P" type and their design and construction shall conform to CBM
Standards and be identified as such with the CBM-ETL label. See Section 16515.
PART 3 - EXECUTION
3.01
INSTALLATION
A.
The Electrical Contractor shall cooperate with the Ceiling Contractor to assure proper
spacing, attachments, and fittings to assure a first class workmanlike installation.
B.
All recessed fixtures shall be installed with flanges installed tight to the finished ceilings.
Facilities shall be provided to eliminate light leaks. Fixtures shall be supported from the
building structural system by wires or chain, independent of the suspended ceiling system.
LIGHTING FIXTURES
26 50 00 - 1
IHAIS01C
INTERIOR
C.
Incandescent fixtures weighing less than fifty (50) pounds may be supported from the outlet
box.
D.
All surface mounted fixtures shall be installed in proper alignment with the ceiling.
E.
All fixtures, including existing fixtures to be reinstalled, shall be clean and free of shipping
debris prior to final acceptance of the installation.
LIGHTING FIXTURES
26 50 00 - 2

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