HomeMy WebLinkAboutA5.0SECTION 00 7200 -GENERAL CONDDIONS
FORM OF GENERAL CONDITIONS
ALA Document A201, General Conditions of the Contract for Construction, 2007
Edition.
SECTION 01 2000 -PRICE AND PAYMENT PROCEDURES
1.01 SCHEDULE OF VALUES
A Submit a printed schedule on All Form G703 - Application and Certificate for
Payment Continuation Sheet. Contractor's standard forth or electronic media
printout will be considered.
1.02 APPLICATIONS FOR PROGRESS PAYMENTS
A Form: ALA G702 Application and Certificate for Payment and All G703 -
Continuation Sheet including continuation sheets when required.
1.03 MODIFICATION PROCEDURES
A Contractor may propose a change by submitting a request for change to
Architect, describing the proposed change and its full effect on the Work, with a
statement describing the reason for the change, and the effect on the Contract
Sum and Conlroct Time with full documentation and a statement describing the
effect on Work by separate or other contractors. Document any requested
substitutions as specified.
1.04 APPLICATION FOR FINAL PAYMENT
A Prepare Application for Final Payment as specified for progress payments,
identifying total adjusted Contract Sum, previous payments, and sum remaining
due.
B. Application for Final Payment will not be considered until the following have been
accomplished:
1. All closeout procedures specified.
2. Final waivers of lien shall be submitted.
SEQTION 01 3000 - ADMINISTRATIVE REQUIREMENTS
1.02 PROJECT COORDINATION
A Provide for mobilization areas of site; for field offices and sheds, for access,
traffic, and parking facilities. During construction, coordinate use of site and
facilities.
B. Establish procedures for intro -project communications; submittals, reports and
records, schedules, coordination drawings, and recommendations; and resolution
of ambiguities and conflicts.
C. Coordinate the use of temporary utilities and construction facilities.
D. Coordinate field engineering and layout work.
F. Make the submittals to Architect, where required by the Contract Documents,
through the General Contractor.
1. Allow 10 business days for Architect's review.
2.01 PROJECT MEETINGS
A Schedule and administer meetings throughout progress of the Work.
B. Make arrangements for meetings, prepare agenda with copies for participants,
preside al meetings. Distribute meeting minutes to Owner and Architect.
2.02 CONSTRUCTION PROGRESS SCHEDULE
A Prepare detailed construction schedule.
2.03 PROGRESS PHOTOGRAPHS
A Submit photographs with each application for payment, taken not more than 3
days prior to submission of application far payment.
2.04 REQUESTS FOR INFORMATION (RFl)
A A standard RFI forth shall be utilized, and an electronic version of the RFI form
is available from the architect.
B. Response to an RFI is not authorization for a change in Contract Sum or a
change in Contract Time. If either are affected, indicate on the RFl or attached
documentation, and proceed in accordance with provisions of Section 01 2000
for Modification Procedures.
2.05 SUBMITTALS FOR REVIEW
A When the following are specified in individual sections, submit them for review:
1. Product data, Shop drawings, Samples for selection, Samples for verification.
B. Samples will be reviewed only for aesthetic, color, or finish selection.
2.06 SUBMITTALS FOR INFORMATION
A When the following are specified in individual sections, submit them for
information:
1. Design data, Certificates, Test reports, Inspection reports, Manufacturer's
instructions, Manufacturers field reports.
B. Submit for Architect's knowledge as contract administrator or for Owner. No
action will be taken.
2.07 NUMBER OF COPIES OF SUBMfRALS
A Documents for Review: Submit one copy electronically in.pdf file format.
B. Documents for Information: Submit one copy electronically in.pdf format.
C. Samples: Submit the number specified in individual specification sections, but not
less than 3; one of which will be retained by Architect.
2.08 SUBMITTAL PROCEDURES
A Transmit electronic submittals via a -mail. Include in the a -mail identification of
the attachments as a submittal for review or for information. Do not include
questions, comments, Information or attachments pertaining to other than the
submittal being sent in any submittal a -mail.
1. MAXIMUM 8MB ATTACHMENT SIZE.
2. Scans are to be of suitable resolution so as to be legible in all respects, but
not less than 200 x 200 DPI
3. Information originally in color is to be scanned and submitted in color.
B. Transmit samples and other submittals that cannot be converted to electronic
format with the Contractors standard transmittal form.
C. The Architect and the architect's consultants will not accept submittals from
subcontractors and suppliers
D. Apply Contractors stamp, signed or initialed certifying that review, approval,
verification of Products required, field dimensions, adjacent construction Work,
and coordination of information is in accordance With the requirements of the
Work and Contract Documents.
1. Submittals not bearing the contractors approval will be returned with no
action taken.
E. Make submittals that require field verification or field measurements only when
progress of the work is complete to the point where verification and
measurements can be performed antl such information is included on the
submittal.
F. For each submittal for review, allow 10 days for response.
G. Clearly identify variations from Contract Documents on the submittal.
H. Identify Product or system limitations which may be detrimental to successful
performance of the completed Work.
I. When revised for resubmission, identify all changes made since previous
submission.
J. Submittals not requested in the specifications will not be recognized or
processed, and may be returned or discarded at the Architects option.
SECTION 01 4000 - QUALITY REQUIREMENTS
1.01 SUBMITTALS
A Design Data: Submit for project record, for the limited purpose of assessing
conformance with information given and the design concept expressed in the
conlroct documents.
B. Certificates: When specfied in individual specification sections, submit
certification by the manufacturer and Contractor or installation/application
subcontractor to Architect, in quantities specified for Product Data.
1. Indicate material or product conforms to or exceeds specified requirements.
Submit supporting reference data, affidavits, and certifications as appropriate.
2. Certificates may be recent or previous test results on material or product,
but must be acceptable to Architect.
1.02 QUALITY ASSURANCE
A Testing Agency Qualifications:
1. Prior to start of Work, submit agency name, address, and telephone number,
and names of full time registered Engineer and responsible officer.
2. Submit copy of report of laboratory facilities inspection made by NISI
Construction Materials Reference Laboratory during most recent inspection, with
memorandum of remedies of any deficiencies reported by the inspection.
3. Qualification Statement: Provide documentation showing testing laboratory is
accredited under IAS AC89.
1.03 REFERENCES AND STANDARDS
A For products and workmanship specified by reference to a document or
documents not included in the Project Manual, also refered to as reference
standards, comply with requirements of the standard, except when more rigid
requirements are specified or are required by applicable codes.
B. Conform to reference standard of date of issue current on date of Contract
Documents, except where a specific date is established by applicable code.
C. Obtain copies of standards where required by product specification sections.
D. Maintain copy al project site during submittals, planning, and progress of the
specific work, until Substantial Completion.
E. Should specfied reference standards conflict with Contract Documents, request
clarification from Architect before proceeding.
F. Neither the contractual relationships, duties, or responsibilities of the parties in
Contract nor those of Architect shall be altered from the Contract Documents
by mention or inference otherwise in any reference document.
1.06 TESTING AND INSPECTION AGENCIES AND SERVICES
A Owner will employ services of an independent testing agency to perform certain
code required special testing and inspection.
B. Contractor shall employ and pay for services of an independent testing agency
to perform other specified testing and inspection.
C. Employment of agency in no way relieves Contractor of obligation to perform
Work in accordance with requirements of Contract Documents.
D. Contractor Employed Agency:
1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM
RELEASED FOR CONSTRUCTION ampl C ith n ASTM D3740.
amply with requirements of ASTM D3740, ASTM E329.
Subject to compliance with all regulations ed to operate in Enter State Name Only Here.
of State and local Codes Calibrated at reasonable intervals either by NISI or using
Measurement Assurance Program, under a laboratory
City offlCarried ((�� assurance program.
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3.01 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site
conditions, and workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers instructions conflict with Contract Documents, request
clarification from Architect before proceeding.
D. Comply with specified standards as minimum quality for the Work except where
more stringent tolerances, codes, or specified requirements indicate higher
standards or more precise workmanship.
E. Have Work erformed ersona ualified to roduce r uired ands �ed
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quality.
F. Verify that field measurements are as indicated on shop drawings or as
instructed by the manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to
withstand stresses, vibration, physical distortion, and disfigurement.
3.02 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce
acceptable Work. Do not permit tolerances to accumulate.
B. Comply with manufacturers' tolerances except where industry standard tolerances
are more restrictive. Should manufacturers tolerances conflict with Contract
Documents, request clarification from Architect before proceeding.
C. Adjust products to appropriate dimensions; position before searing products in
place.
3.03 TESTING AND INSPECTION
A. See individual specification sections for testing and inspection required.
B. Testing Agency Duties:
1. Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
2. Perform specfied sampling and testing of products in accordance with
specified standards.
3. Ascertain compliance of materials and mixes with requirements of Contract
Documents.
4. Promptly notify Architect and Conlroctor of observed irregularities or
non-conformance of Work or products.
5. Perform additional tests and inspections required by Architect.
6. Submit reports of all tests/inspections specified.
C. Limits on Testing/Inspection Agency Authority:
1. Agency may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
2. Agency may not approve or accept any portion of the Work.
3. Agency may not assume any duties of Contractor.
4. Agency has no authority to stop the Work.
D. Contractor Responsibilities:
1. Deliver to agency at designated location, adequate samples of materials
proposed to be used that require testing, along with proposed mix designs.
2. Cooperate with laboratory personnel, and provide access to the Work and to
manufacturers facilities.
3. Provide incidental labor and facilities:
a. To provide access to Work to be tested/inspected.
b. To obtain and handle samples at the site or at source of Products to
be tested/inspected.
c. To facilitate testa/inspections.
d. To provide storage and curing of test Samples.
4. Provide testing and inspection agency sufficient notice prior to expected time
for operations requiring testingrnspection services.
5. Arrange with Owners agency and pay for additional samples, tests, and
inspections required by Contractor beyond specified requirements.
E. Re -testing required because of non-conformance to specified requirements shall
be performed by the same agency.
F. Re -testing required because of non-conformance to specified requirements shall
be paid for by Contractor.
3.04 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product
suppliers or manufacturers to provide qualified staff personnel to observe site
conditions, conditions of surfaces and installation, quality of workmanship,
start-up of equipment, test, adjust and balance of equipment as applicable,
and to initiate instructions when necessary.
B. Report observations and site decisions or instructions given to applicators or
installers that are supplemental or contrary to manufacturers written
instructions.
3.05 CORRECTION
A. Replace Work or portions of the Work not conforming to specified requirements.
SECTION 01 5000 -TEMPORARY FACILITIES. CONTROLS k SIGNS
1.01 TEMPORARY UTILITIES
A. Provide and pay for electrical power, lighting, water, heating and cooling, and
ventilation required for construction purposes.
B. Provide, maintain, and pay for telecommunications services including internet
connection to field office, through duration of project.
1.02 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent
access to areas that could be hazardous to workers or the public, to allow for
owners use of site and to protect existing facilities and adjacent properties
from damage from construction operations and demolition.
B. Provide barricades and covered walkways for public rights -of -way and to
maintain safe public access to and egress from existing building.
C. Provide protection for plants designated to remain. Replace damaged plants.
1.03 FENCING
A. Commercial grade chain link fence. Provide 6 fool high.
1.04 EXTERIOR ENCLOSURES
A. Provide temporary weather tight closure of exterior openings to accommodate
acceptable working conditions and protection for Products, to allow for
temporary heating and maintenance of required ambient temperatures identified
in individual specification sections, and to prevent entry of unauthorized persons.
Provide access doors with self -closing hardware and locks.
1. When the project site or portions there -of is to be occupied during
construction, provide temporary insulated weather light closure.
1.05 INTERIOR ENCLOSURES
A. Provide temporary partitions and ceilings as indicated to separate work areas
from Owner -occupied areas, to prevent penetration of dust and moisture into
Owner -occupied areas, and to prevent damage to existing materials and
equipment.
B. Construction: Framing and reinforced polyethylene sheet materials with closed
joints and sealed edges at intersections with existing surfaces, unless otherwise
indicated on the drawings. Maximum flame spread rating of 25 in accordance
with ASTM E84.
1.06 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Owners
operations from unauthorized entry, vandalism, or theft.
1.07 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to
emergency facilities, and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Owner.
C. Provide and maintain access to fire hydrants.
D. Provide means of removin mud from vehicle wheels before enterin streets.
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E. Provide temporary parking areas to accommodate construction personnel. When
site space is not adequate, provide additional off -site parking.
1.08 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in
clean and orderly condition.
B. Provide containers with lids. Remove trash from site eriodicall .
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C.If materials to be recycled or re -used on the project must be stored on -site,
provide suitable non-combustible containers; locate containers holding flammable
material outside the structure unless otherwise approved by the authorities
having jurisdiction.
D. Open free -fall chutes are not permitted. Terminate closed chutes into
appropriate containers with lids.
1.09 FIELD OFFICES
A. Office: Weathertighl, with lighting, electrical outlets, heating, cooling equipment,
and equipped with sturdy furniture, drawing rock and drawing display table.
B. Provide space for Project meetings, with table and chairs to accommodate 10
persons.
1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial
Completion inspection.
B. Clean and repair damage caused by installation or use of temporary work.
C. Restore existing facilities used during construction to original condition.
D. Restore new permanent facilities used during construction to specified condition.
1.11 PROJECT IDENTIFICATION SIGN
A. One painted sign, 48 sq ft area, bottom 6 feet above ground.
B. Content:
1. Project title, logo and name of Owner as indicated on Contract Documents.
2. Names and titles of Architect and Consultants.
3. Name of Prime Contractor.
SECTION 01 6000 -PRODUCT REQUIREMENTS
2.01 PRODUCTS
A. Existing materials and equipment indicated to be removed, but not to be
re -used, relocated, reinstalled, delivered to the Owner, or otherwise indicated as
to remain the property of the Owner, became the property of the Contractor,
remove from site.
B. Provide new products unless specifically required or permitted by the Contract
Documents.
2.02 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any
product meeting those standards or description.
B. Products Specified by Naming One or Mare Manufacturers: Use a product of one
of the manufacturers named and meeting specifications, no options or
substitutions allowed.
C.Products Specified by Naming One or More Manufacturers with a Provision for
Substitutions: Submit a request for substitution for any manufacturer not named.
D. Specifications are, in general, written to be non-proprietary, however; where
specific products are required, for example a certain size, color, texture,
configuration or other characteristic, manufacturer and product information are
provided on the drawings in the form of notes or schedules as appropriate.
1. Substitutions for products so indicated will be considered in accordance with
"Substitution Procedures" of this specification Section.
2.03 MAINTENANCE MATERIALS
A Famish extra materials, spare parts, tools, and software of types and in
uantities s ecified in individual s ecification sections. Deliver and lace in
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location as directed; obtain receipt prior la final payment.
3.01 SUBSITURON PROCEDURES
A A request for substitution constitutes a representation that the submitter.
1. Has investigated proposed product and determined that it masts or exceeds
the quality level of the specified product.
2. Will provide the same warranty for the substitution as for the specified
product.
3. Wll coordinate installation and make changes to other Work that may be
required for the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently
become apparent.
5. Will reimburse Owner and Architect for review or redesign services associated
with substitution.
B. Substitutions will not be considered when they are indicated or implied on shop
drawing or product data submittals, without prior written request, or when
acceptance will require revision to the Contract Documents.
C.Substitution Submittal Procedure:
1. Submit shop drawings, product data, and certified test results attesting to the
proposed product equivalence. Burden of proof is on proposer.
2. The Architect will notify Contractor in writing of decision to accept or reject
request.
3.02 OWNER -SUPPLIED PRODUCTS
A Owners Responsibilities:
1. Arrange for and deliver Owner reviewed shop drawings, product data, and
samples, to Contractor.
2. Arrange and pay for product delivery to site.
3. Submit claims for transportation damage and replace damaged, defective, or
deficient items.
4. Arrange for manufacturers waranties, inspections, and service.
B. Contractors Responsibilities:
1. Review Owner reviewed shop drawings, product data, and samples.
2. Receive and unload products at site; inspect for completeness or damage and
report damaged, defective, or deficient items to Owner.
3. Handle, store, install and finish products.
4. Repair or replace items damaged after receipt.
3.03 TRANSPORTATION AND HANDLING
A Transport and handle products in accordance with manufacturers instructions.
B. Promptly inspect shipments to ensure that products comply with requirements,
quantities are correct, and products are undamaged.
3.04 STORAGE AND PROTECTION
A Store and protect products in accordance with manufacturers instructions.
B. Store with seals and labels intact and legible.
C.Prevent contact with material that may cause corrosion, discoloration, or
staining.
SECTION 01 7000 -EXECUTION REQUIREMENTS
1.01 QUALIFICATIONS
A For demolition work, employ a firm specializing in the type of work required.
Minimum of 5 years of experience.
B. For survey work, employ a land surveyor registered in state where project is
located.
C.For field engineering, employ a professional engineer of the discipline required
for specific service on Project, licensed in state where project is located.
D. For design of temporary shoring and bracing, employ a Professional Engineer
experienced in design of this type of work and licensed in state where project
is located.
1.02 PROJECT CONDITIONS
A Comply with Safeguards During Construction requirements as outlined in the
International Building Code, Chapter 33, edition as adopted at the project
location.
B. For demolition work comply with ANSI A10.6.
C. Grade site to drain. Maintain excavations free of water. Provide, operate, and
maintain pumping equipment.
D. Protect site from puddling or running water.
E. Protect areas not undergoing alteration as specified for protection of installed
work.
F. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and
to prevent accumulation of dust, fumes, vapors, or gases.
G. Dust Control: Execute work by methods to minimize raising dust from demolition
or construction operations. Provide positive means to prevent air-bome dust
from dispersing into atmosphere. Provide dust -proof bariers between
construction areas and areas continuing to be occupied by Owner.
H. Erosion and Sediment Control: Plan and execute work by methods to control
surface drainage from cuts and fills, from borrow and waste disposal areas.
Prevent erosion and sedimentation.
1. Minimize amount of bare soil exposed at one time.
2. Provide temporary measures such as berms, dikes, and drains, to manage
water flow.
3. Construct rill and waste areas by selective placement la avoid erosive surface
silts or clays.
4. Periodically inspect earthwork to detect evidence of erosion and sedimentation;
promptly apply corrective measures.
I. Noise Control: Provide methods, means, and facilities to minimize noise produced
by demolition or construction operations. Comply with local requirements for
noise control.
J. Pest and Insect Control: Provide methods, means, and facilities to prevent pests
and insects from damaging the work.
K. Rodent Control: Provide methods, means, and facilities to prevent rodents from
accessing or invading promises.
L Pollution Control: Provide methods, means, and facilities to prevent contamination
of soil, water, and atmosphere from discharge of noxious, toxic substances, and
pollutants produced by demolition or construction operations.
1.03 COORDINATION
A Coordinate scheduling, submittals, and work of the various sections of the
Project Manual to ensure efficient and orderly sequence of installation of
interdependent construction elements, with provisions for accommodating items
installed later.
B. Notify affected utility companies and comply with their requirements.
C. Verify that utility requirements and characteristics of new operating equipment
are compatible with building utilities. Coordinate work of various sections having
interdependent responsibilities for installing, connecting to, and placing in service,
such equipment.
D. Coordinate space requirements, supports, and installation of mechanical and
electrical work that are indicated diagrammatically on Drawings. Follow muting
shown for es ducts and conduit as close) as racticable• lace runs
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parallel with lines of building. Utilize spaces efficiently to maximize accessibility
for other installations, for maintenance, and for repairs.
E.In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring
within the construction. Coordinate locations of fixtures and outlets with finish
elements. -
F. Coordinate corn letion and clean u of work of se arate sections.
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G.After Owner occupancy of premises, coordinate access to site for correction of
defective work and work not in accordance with Contract Documents, to
minimize disruption of Owner's activities.
2.01 PATCHING MATERIALS
A New Materials: As specified in product sections; match existing products and
work for patching and extending work.
3.01 EXAMINATION
A Verify that existing site conditions and substrate surfaces are acceptable for
subsequent work. Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of
new work being applied or attached.
C. Examine and verify specific conditions described in individual specification
sections.
D. Take field measurements before confirming product orders or beginning
fabrication
E. Verify that utility services are available, of the correct characteristics, and in the
correct locations.
F. Prior to Cutting: Examine existing conditions prior to commencing work, including
elements subject to damage or movement during cutting and patching. After
uncovering existing work, assess conditions affecting performance of work.
Beginning of cutting or patching means acceptance of existing conditions.
3.02 PREPARATION
A Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or
substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or
conditioner prior to applying any new material or substance in contact or bond.
3.03 PREINSTALtATION MEETINGS
A When required in individual specification sections, convene a preinstallation
meeting al the site prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the
specific section.
3.04 LAYING OUT THE WORK
A Verify locations of survey control points prior to starting work.
B. Do not scale drawings. Request clarifications from the Architect.
C. Promptly notify Architect of any discrepancies discovered.
D. Contractor shall locate and protect survey control and reference points.
E. Protect survey control points prior to starting site work; preserve permanent
reference points during construction.
F. Replace dislocated survey control points based on original survey control. Make
no changes without prior written notice to Architect.
G. Utilize recognized engineering survey practices.
H. Establish elevations, lines and levels. Locate and lay out by instrumentation and
similar appropriate means:
1. Site improvements including pavements; stakes for grading, fill and topsoil
placement; utility locations, slopes, and invert elevations.
2. Grid or axis for structures.
3. Building foundation, column locations, ground floor elevations.
3.05 GENERAL INSTALLATION REQUIREMENTS
A.In addition to com liance with re ulato r uirements conduct construction
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operations in compliance with NFPA 241, including applicable recommendations in
Appendix A
B. Install products as specified in individual sections, in accordance with
manufacturer's instructions and recommendations, and so as to avoid waste due
to necessity for replacement.
C. Make vertical elements plumb and horizontal elements level, unless otherwise
indicated.
D. Install equipment and fittings plumb and level, neatly aligned with adjacent
vertical and horizontal lines, unless otherwise indicated.
E. Make consistent texture on surfaces, with seamless transitions, unless otherwise
indicated.
F. Make neat transitions between different surfaces, maintaining texture and
appearance.
G. Do not install products that are defective, including warped, bowed, dented,
chipped, cracked or broken members, and members with damaged finishes.
3.06 ALTERATIONS AND SELECTIVE DEMOLITION
A. Perform an engineering survey of building to determine whether demolition
operations might result in structural deficiency or unplanned collapse of any
portion of structure or adjacent structures.
B. Drawings showing existing construction and utilities are based on existing record
documents only.
1. Verify that construction and utility arrangements are as shown.
2. Report discrepancies to Architect before disturbing existing installation.
3. Beginning of alterations work constitutes acceptance of existing conditions.
C. Keep areas in which alterations are being conducted separated from other areas
that are still occupied. Provide, erect, and maintain temporary dustproof
partitions of construction specified in Section 01 5000.
D. Maintain weatherproof exterior building enclosure except for interruptions required
for replacement or modifications; take care to prevent water and humidity
damage.
1. Where openings in exterior enclosure exist, provide construction to make
exterior enclosure weatherproof.
2. Insulate existing ducts or pipes that are exposed to outdoor ambient
temperatures by alterations work.
E. Remove existing work as indicated and as required to accomplish new work.
1. Remove rotted wood, corroded metals, and delerioroted masonry and concrete;
replace with new construction specified.
2. Remove items indicated on drawings.
3. Relocate items indicated on drawings.
4. Where new surface finishes are to be applied to existing work, perform
removals, patch, and prepare existing surfaces to receive new finish; remove
existing finish if necessary for successful application of new finish.
5. Where new surface finishes are not specified or indicated, patch holes and
damaged surfaces to match adjacent finished surfaces.
F. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical,
Telecommunications, and Alarm systems): Remove, relocate, and extend existing
systems to accommodate new construction.
1. Maintain existing active systems that are to remain in operation; maintain
access to equipment and operational components; if necessary, modify
installation to allow access or provide access panel.
2. Where existing systems or equipment are not active and Contract Documents
require reactivation, put back into operational condition; repair supply,
distribution, and equipment as required.
3. Where existing active systems serve occupied facilities but are to be replaced
with new services, maintain existing systems in service until new systems are
complete and ready for service.
a. Disable existing systems only to make switchovem and connections;
minimize duration of outages.
b. Coordinate timing of service interruptions and shut -downs with the
owner and affected occupants.
c. Provide temporary connections to maintain existing systems in Service.
4. Verify that abandoned services serve only abandoned facilities.
5. Remove abandoned pipe, ducts, conduits, and equipment, including those
above accessible ceilings; remove back to source of supply where possible,
otherwise cap stub and tag With identification; patch holes left by removal
using materials specfied for new construction.
G. Protect existing work to remain.
1. Prevent movement of structure; provide shoring and bracing if necessary.
2. Perform cutting to accomplish removals ready and as specified for cutting
new work.
3. Repair adjacent construction and finishes damaged during removal work.
H. Adapt existing work to fl new work: Make as neat and smooth transition as
possible.
1. When existing finished surfaces are cut so that a smooth transition with new
work is not possible, terminate existing surface along a straight line at a
natural line of division and make recommendation to Architect.
2. Where removal of partitions or walls results in adjacent spaces becoming one,
rework floors, walls, and ceilings to a smooth plane without breaks, steps, or
bulkheads.
3. Where a change of plane of 1/4 inch or more occurs in existing work,
submit recommendation for providing a smooth transition for Architect review
and request instructions.
I. Patching: Where the existing surface is not indicated to be refinished, patch to
match the surface finish that existed prior to cutting. Where the surface is
indicated to be refinished, patch so that the substrate is ready for the new
finish.
J. Refinish existing surfaces as indicated:
1. Where rooms or spaces are indicated to be refinished, refinish all visible
existing surfaces to remain to the specified condition for each material, with
a neat transition to adjacent finishes.
2.If mechanical or electrical work is exposed accidentally during the work,
ne-cover and refinish to match.
K. Clean existing systems antl equipment.
L. Remove demolition debris and abandoned items from alterations areas and
dispose of off -site; do not bum or bury.
M.Comply with all other applicable requirements of this section.
3.07 CUTTING AND PATCHING
A. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove Samples of installed work for testing when requested.
8. Remove and replace defective and non -conforming work.
B. Execute work by methods that avoid damage to other work and that will provide
appropriate surfaces to receive patching and finishing. In existing work, minimize
damage and restore to original condition.
C. Employ skilled and experienced installer to perform cutting for weather exposed
and moisture resistant elements; employ skilled and experienced installer to
erform cuttin for other si ht ex osed surfaces.
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D. Examine areas to be cut or core drilled for presence of concealed utilities and
structural elements including piping, electrical distribution, reinforcing steel and
post-tensionsing cables. Utilize x-ray equipment where necessary.
E. Cut rigid materials using masonry saw or core drill.
F. Restore work with new products in accordance with requirements of Contract
Documents.
G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations
through surfaces.
H. At penetrations of fire rated walls, partitions, ceiling, or floor construction,
completely seal voids with fire rated material to maintain fire rating.
I. Patching:
1. Finish patched surfaces to match finish that existed prior to patching. On
continuous surfaces, refinish to nearest intersection or nature) break. For an
assembly, refinish entire unit
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other
imperfections due to patching work. If defects are due to condition of
substrate, repair substrate prior to repairing finish.
4. When finish cannot be matched, refinish entire surface to nearest
intersections.
3.08 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a
clean and orderly condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and
other closed or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and
continue cleaning to eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site
periodically and dispose off -site; do not bum or bury.
3.09 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide temporary and removable protection for installed products. Control
activity in immediate work area to prevent damage.
C. Provide protective coverings at walls, projections, jambs, sills, and soffits of
openings.
D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear,
damage, or movement of heavy objects, by protecting with durable sheet
materials.
E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or
activity is necessary, obtain recommendations for protection from waterproofing
or roofing material manufacturer.
F. Remove protective coverings when no longer needed; reuse or recycle plastic
coverings if possible.
3.10 SYSTEM STARTUP
A Coordinate schedule for start-up of various equipment and systems.
B. Verify that each piece of equipment or system has been checked for proper
lubrication, drive rotation, belt tension, control sequence, and for conditions that
may cause damage.
C. Verify tests, meter readings, and specified electrical characteristics agree with
those required by the equipment or system manufacturer.
D. Veri that wirin and su ort com onents for a ui ment are com lete and
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tested.
E. Execute start-up under supervision of applicable Contractor personnel and
manufacturers representative in accordance with manufacturers instructions.
3.11 DEMONSTRATION AND INSTRUCTION
ADemonstrote operation and maintenance of products to Owners personnel prior
to date of Substantial Completion.
B. Demonstrate start-up, operation, control, adjustment, trouble -shooting, servicing,
maintenance, and shutdown of each item of equipment at scheduled time, at
equipment location.
C. For equipment or systems requiring seasonal operation, perform demonstration
for other season within six months.
D. Provide a qualified person who is knowledgeable about the Project to perform
demonstration and instruction of owner personnel.
E. Utilize operation and maintenance manuals as basis for instruction. Review
contents of manual with Owner's personnel in detail to explain all aspects of
operation and maintenance.
F. Prepare and insert additional data in operations and maintenance manuals when
need for additional data becomes apparent during instruction.
3.12 ADJUSTING
A Adjust operating products and equipment to ensure smooth and unhindered
operation.
3.13 FINAL CLEANING
A Execute final cleaning prior to Substantial Completion. Clean areas to be
occupied by Owner prior to final completion before Owner occupancy.
B. Use cleaning materials that are nonhazardous.
C.Clean interior and exterior glass, surfaces exposed to view; remove temporary
labels, stains and foreign substances, polish transparent and glossy surfaces,
vacuum carpeted and soft surfaces.
D. Remove all labels that are not permanent. Do not point or otherwise cover fire
test labels or nameplates on mechanical and electrical equipment.
E. Clean equipment and fixtures to a sanitary condition with cleaning materials
appropriate to the surface and material being cleaned.
F. Replace filters of operating equipment.
G. Clean debris from roofs, gutters, downspouts, and drainage systems.
H. Clean site; sweep paved areas, rake clean landscaped surfaces.
I. Remove waste, surplus materials, trash/rubbiah, and construction facilities from
the site; dispose of in legal manner, do not burn or bury.
3.14 CLOSEOUT PROCEDURES
A In addition to the requirements of All A201, General Conditions of the Contract
for Construction, comply with the following:
1. Make submittals that are required by governing or other authorities. Provide
copies to Owner.
2. Comply with requirements of Section 01780, Closeout Submittals.
3. Notify Architect when work is considered ready for Substantial Completion.
4. Submit written certification that Contract Documents have been reviewed, work
has been inspected, and that work is complete in accordance with Contract
Documents and ready for review.
5. Correct items of work listed in executed Certfcates of Substantial Completion
and comply with requirements for access to Owner -occupied areas.
6. Complete items of work determined by final inspection.
3.15 MAINTENANCE
A Provide service and maintenance of components indicated in specification
sections.
B. Maintenance Period: As indicated in specification sections or, if not indicated,
not less than one year from the Date of Substantial Completion or the length
of the specified warranty, whichever is longer.
C. Furnish service and maintenance of components indicated in specification
sections.
D. Examine system components at a frequency consistent with reliable operation.
Clean, adjust, and lubricate as required.
E. Include systematic examination, adjustment, and lubrication of components.
Repair or replace parts whenever required. Use parts produced by the
manufacturer of the original component.
F. Maintenance service shall not be assigned or transferred to any agent or
subcontractor without prior written consent of the Owner.
SECTION 01 7800 - CLOSEOUT SUBMTEALS
1.01 SUBMITTALS
A Project Record Documents: Submit documents to Owner when submitting final
application for payment.
B. Operation and Maintenance Data: Submit two sets of final documents in final
forth.
C.Warra bes and Bonds: Submit prior to final Application for Payment.
D. Certificate of Occupancy: Submit to owner when requesting Substantial
Completion inspection
3.01 PROJECT RECORD DOCUMENTS
A Maintain on site one set of the fallowing record documents; record actual
revisions to the Work: including but not limited to, Drawings, Specifications,
Addenda, Change Orders, and reviewed submittals.
B. Record Drawings and Shop Drawings: Legibly mark each item to record actual
construction.
3.02 OPERATION AND MAINTENANCE DATA
A For Each Product or System: List names, addresses and telephone numbers of
Subcontractors and suppliers.
B. Product Data: Mark each sheet to clearly identify specific products and
component parts, and data applicable to installation. Delete inapplicable
information.
C. Drawings: Supplement product data to illustrate relations of component parts of
equipment and systems, to show control and flow diagrams. Do not use Project
Record Documents as maintenance drawings.
D. For Each Product, Applied Material, and Finish:
1. Product data, with catalog number, size, composition, and color and texture
designations.
2. Information for re -ordering custom mixed or manufactured products.
3. Manufacturer's instructions for Care and Maintenance.
E. Moisture protection and weather -exposed products; Provide manufacturer
recommendations for inspections, maintenance, and repair.
F. For Each Item of Equipment and Each System, provide the manufacturers
installation, operation and maintenance manuals. Include test and balancing
reports.
3.03 WARRANTIES AND BONDS
A Obtain warranties and bonds, executed in duplicate by responsible
Subcontractors. suppliers, and manufacturers. Except for items put into use with
Owners permission, leave date of beginning of time of waranty until the Date
of Substantial completion is determined.
SECTION O6 1000 -ROUGH CARPENTRY
1.01 SUBMITTALS
A Manufacturers Certificate: Certi that wood roducts su lied for rou h
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carpentry meet or exceed specified requirements.
1.02 DELIVERY, STORAGE, AND HANDLING
A General: Cover wood products to protect against moisture. Support stacked
products to prevent deformation and to allow air circulation.
B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping,
storage, or installation.
2.01 GENERAL REQUIREMENTS
A Dimension Lumber. Comply with PS 20 and requirements of specified grading
agencies.
1.If no species is specified, provide any species graded by the agency specified;
if no grading agency is specified, provide lumber graded by any grading
agency meeting the specified requirements.
2. Grading Agency: Any grading agency whose rules are approved by the Board
of Review, American Lumber Standard Committee (www.cisc.org) and who
provides grading service for the species and grade specified; provide lumber
stamped with grade mark unless otherwise indicated.
B. Wmber fabricated from old growth timber is not permitted.
2.02 DIMENSION LUMBER
A Sizes: Nominal sizes as indicated on drawings, S4S.
B. Moisture Content: S-dry or MC19.
C.Miscellaneous Blocking, Nailem, and Furing. Wmber. S4S, No. 2 or Standard
Grade. Boards: Standard or No. 3.
2.03 CONSTRUCTION PANELS
A Roof Sheathing: Any PS 2 type, rated Structural I Sheathing. Bond
Classification: Exterior. Span Rating: 60. Performance Category: 3/4 PERF CAT.
B. Wall Sheathing: Any PS 2 type. Bond ClassTication: Exterior. Grade: Structural I
Sheathing. Span Rating: 24. Performance Category: 5/8 PERF CAT.
C.Wall Sheathing: Glass mat faced gypsum, ASTM C1177/C1177M, square long
edges, 5/8 inch. At Assemblies Indicated with Fire -Rating: Use type required by
indicated tested assembly.
D. Communications and Electrical Room Mounting Boards: PS 1 A-D plywood; 3/4
inch thick; flame spread index of 25 or less, smoke developed index of 450 or
less, when tested in accordance with ASTM E84.
2.04 ACCESSORIES
A Fasteners and Anchors: Metal and Finish: Hot -dipped galvanized steel per ASTM
A 153/A 153M for exterior, mot related and preservative -treated wood locations,
unfinished steel elsewhere.
2.05 FACTORY WOOD TREATMENT
A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use
Category System for wood treatments determined by use categories, expected
service conditions, and specific applications.
1. F e-Retardant Treated Wood: Mark each piece of wood with producers stamp
indicating compliance with specified requirements.
2. Preservative -Treated Wood: Provide lumber and plywood marked or stamped
by an ALSC-accredited testing agency, certifying level and type of treatment
in accordance with AWPA standards.
B. Fire Retardant Treatment:
1. Exterior Type: AWPA U1, Category UCFB, Commodity Specification H, chemically
treated and ressure impre nated; ca able of rovidin a maximum flame
D 9 P P 9
spread rating of 25 when tested in hen test is with ded E84, with no
evidence of significant combustion when testa extended for ao additional 20
minutes both before and after accelerated weathering test performed in
accordance with ASTM D2898.
a. Kiln dry wood after treatment to a maximum moisture content of 19
percent for lumber and 15 percent for plywood.
b. Do not use treated wood in direct contact with the ground.
2. Interior Type A AWPA U1, Use Category UCFA, Commodity Specification H, low
temperature (low hygroscopic) type, chemically treated and pressure
impregnated; capable of providing a maximum flame spread rating of 25
when tested in accordance with ASTM E84, with no evidence of significant
combustion when test is extended for an additional 20 minutes.
a. Kiln dry wood after treatment to a maximum moisture content of 19
percent for lumber and 15 peroent for plywood.
b. Treat rough carpentry items as indicated.
c. Do not use treated wood in applications exposed to weather or where
the wood may become wet.
C. Preservative Treatment:
1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use
Category Ul Commodity Specification A using waterbome preservative to
0.25 Ib/cu ft retention.
a. Kiln dry lumber after treatment to maximum moisture content of 19
percent.
b. Treat lumber in contact with roofing, flashing, or waterproofing.
c. Treat lumber in contact with masonry or concrete.
d. Treat lumber less than 18 inches above grade.
1) Treat lumber in other locations as indicated.
2. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1, Use
Category UC2 and UC3B, Commodity Specification F using waterbome
preservative to 0.25 Ib/cu ft retention.
a. Kiln dry plywood after treatment to maximum moisture content of 19
percent.
b. Treat plywood in contact with roofing, flashing, or waterproofing.
c. Treat plywood in contact with masonry or concrete.
d. Treat plywood less than 18 inches above grade.
e. Treat plywood in other locations as indicated.
3.01 INSTALLATION - GENERAL
A. Select material sizes to minimize waste.
B. Reuse scrap to the greatest extent possible; clearly separate strop for use on
site as accessory components, including: shims, bracing, and blocking.
C. Where treated wood is used on interior, provide temporary ventilation during and
immediately after installation sufficient to remove indoor air contaminants.
3.02 BLOCKING, NAILERS, AND SUPPORTS
A. Provide framing and blocking members as indicated or as required to support
finishes, fixtures, specialty items, and trim.
B.In framed assemblies that have concealed spaces, provide solid wood
fireblocking as required by applicable local code, to close concealed draft
openings between floors and between top story and roof/attic space; other
material acceptable to code authorities may be used in lieu of solid wood
blocking.
C.In walls, provide blocking attached to studs as backing and support for
wall -mounted items, unless item can be securely fastened to two or more studs
or other method of support is explicitly indicated.
D. Where ceiling-mourding is indicated, provide blocking and supplementary supports
above ceiling, unless other method of support is explicitly indicated.
E. Specifically, provide the following non-structural framing and blocking:
1. Handrails.
2. Grab bars.
3. Toilet room accessories.
3.03 ROOF -RELATED CARPENTRY
A. Coordinate installation of roofing carpentry with deck construction, framing of
roof openings, and roofing assembly installation.
3.04 INSTALLATION OF CONSTRUCTION PANELS
A. Roof Sheathing: Secure panels with long dimension perpendicular to framing
members, with ends staggered and over firm bearing.
1. At long edges use sheathing clips where joints occur between roof framing
members.
2. Screw panels to framing; staples are not permitted.
B. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with
ends over firm bearing and staggered, using nails, screws, or staples.
C. Communications and Electrical Room Mounting Boards: Secure with screws to
studs with edges over firm bearing; space fasteners at maximum 24 inches on
center on all edges and into studs in field of board.
1. At fire -rated walls, install board over wall board indicated as part of the
flne-rated assembly.
2. Where boards are indicated as full floor -to -ceiling height, install with long
edge of board parallel to studs.
3. Install adjacent boards without gaps.
3.05 SITE APPLIED WOOD TREATMENT
A. Apply preservative treatment compatible with factory applied treatment at
site -sawn cuts, complying with manufacturers instructions.
B. Allow preservative to dry prior to erecting members.
3.06 TOLERANCES
A. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and
1/4 inch in 30 feet maximum.
SECTION O6 2000 -FINISHED CARPENTRY
1.01 SECTION INCLUDES
A. Finish carpentry items.
B. Wood door frames, glazed frames.
C. Wood standing and running trim.
D. Plastic laminate panels.
1.02 SUBMITTALS
A. Shop Drawings: Indicate materials, component profiles, fastening methods,
jointing details, and accessories. Provide the information required by
AWI/AWMAC/WI Architectural Woodwork Standards.
B. Samples: Submit two samples of wood trim 6 inch long.
1.03 QUAUTY ASSURANCE
A. Fabricator Qualifications: Company specializing in fabricating the products
specified in this section with minimum five years of experience.
2.01 FINISH CARPENTRY ITEMS
A. ualit Grade: Unless otherwise indicated rovide roducts of ualit s ecified b
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Y P D q Y D Y
AWI/AWM4C/WI Architectural Woodwork Standards for Custom Grade.
B. Surface Burning Characteristics: Provide materials having fire and smoke
properties as required by applicable code.
2.02 SHEET MATERIALS
A. Particleboard: ANSI A208.1; composed of wood chips, sawdust, or flakes of
medium density made with waterproof resin binders; of grade to suit
application; sanded faces.
B. Medium -Density Fiberboard (MDF): ANSI A208.2, Grade 130.
2.03 PLASTIC LAMINATE MATERIALS
A. Plastic Laminate: As indicated on drawings.
B. Laminate Adhesive: Type recommended by laminate manufacturer to suit
application; not containing formaldehyde or other volatile organic compounds.
2.04 FASTENINGS
A. Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose;
not containing formaldehyde or other volatile organic compounds.
B. Fasteners: Of size and type to suit application; use corrosion resistant fasteners
for exterior locations.
2.05 ACCESSORIES
A. Lumber for Shimming and Blocking: Softwood lumber of any appropriate species.
B. Primer: Alkyd primer sealer.
C. Wood Filler: Solvent base, tinted to match surface finish color.
2.06 FABRICATION
A. Shop assemble work for delivery to site, permitting passage through building
openings.
B. Cap exposed plastic laminate finish edges with material of same finish and
pattern.
C. When necessary to cut and fit on site, provide materials with ample allowance
far cutting. Provide trim far scribing and site cutting.
D. Apply plastic laminate finish in full uninterrupted sheets consistent with
manufactured sizes. Fit corners and joints hairline; secure with concealed
fasteners. Slightly bevel arises. Locate taunter butt joints minimum 2 feet from
sink cut-outs.
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DATE: 10/16/19