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46
Carl's Jr.
FOR OVER 50 YEARS
CARL'S JR. RESTAURANTS
BUILDING SPECIFICATIONS
Job # 193 -475
SW Scholls Ferry Road
Tigard, OR
April 9, 1999
s.
• RI'E'T R. KLA
i
BEA ER ,OR l
Carl KarchelEWe Inc.
1200 N. Harbor Boulevard
Anaheim, California 92803
•
SPECIFICATIONS
TABLE OF CONTENTS
THE SPECIFICATIONS ATTACHED WILL HAVE ITEMS SPECIFIED THAT DO NOT PERTAIN TO THIS SPECIFIC
PROJECT. ITEMS MENTIONED ON THE DRAWINGS AND NOT INCLUDED IN THE SPECIFICATIONS SHALL BE
INCLUDED. SPECIFICATIONS AND DRAWINGS ARE INTEGRAL. ANY CONFLICT ON DRAWINGS AND
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED PROJECT
PERSONNEL PRIOR TO BIDDING OR THE CONTRACTOR SHALL ASSUME FULL LIABILITY.
PAGES
DIVISION 1 GENERAL REQUIREMENTS
Sections
1.1 Summary of the Work 1 -1 thru.1 -3
1.2 Quality Control 1 -3 thru 1 -5
1.3 Required Documents 1 -5
1.4 (Not Used)
1.5 Temporary Facilities 1 -5 thru 1 -6
1.6 (Not Used)
1.7 Insurance 1 -6 thru 1 -7
1.8 Changes, Extras, Substitutions • 1 -7
1.9 Project Closeout 1 -7 thru 1 -8
1.10 Completion 1 -8
1.11 Guarantees 1 -8
1.12 Permits, Fees and Assessments 1 -8
1.13 (Not Used)
1.14 Clean -up 1 -8
1.15 Temporary Signs 1 -8 thru 1 -9
1.16 Project Security 1 -9
1.17 Propriety 1 -9
1.18 Notice of Non - Performance 1 -9
DIVISION 2 SITE WORK
Sections
2.1 General 2 -1
2.2 Demolition 2 -1
2.3 Earthwork and Grading 2 -2 thru 2 -5
2.4, Asphalt Concrete Paving 2 -5 thru 2 -8
2.5 Concrete Paving 2 -8
2.6 Striping and Lettering 2 -9
2.7 Landscaping 2 -9 thru 2 -13
2.8 Irrigation 2 -13 thru 2 -20
h :\Ikendall\specs \table 1 of 4 Updated 2/7/94
DIVISION 3 CONCRETE
Sections
3.1 General 3 -1
3.2 Concrete 3 -1 thru 3 -4
DIVISION 4 MASONRY
Sections
4.1 General 4 -1
4.2 Masonry 4 -1 thru 4 -3
4.3 Thin Brick Veneer 4 -3 thru 4-4
DIVISION 5 METALS
Sections
5.1 General 5 -1
5.2 Structural and Miscellaneous 5 -1 thru 5 -2
5.3 Reinforcing Steel 5 -2 thru 5-3
5.4 Light Gauge Steel Framing 5 -3 thru 5 -4
DIVISION 6 CARPENTRY
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Sections
6.1 General 6 -1
6.2 Rough Carpentry 6 -1 thru 6 -5
6.3 Finish Carpentry and Millwork 6 -5 thru 6 -7
6.4 Plastic Laminate 6 -7 thru 6 -8
DIVISION 7 MOISTURE PROTECTION
Sections
7.1 General 7 -1
7.2 Roofing and Mansard Covering 7 -1 thru 7 -5
7.3 Sheet Metal 7 -5 thru 7 -6
7.4 Insulation 7 -7
7.5 Caulking and Sealant 7 -7 thru 7 -8
7.6 Roof Hatch 7 -8 thru 7 -9
7.7 Exterior Insulation and Finish System 7 -9 thru 7 -14
DIVISION 8 DOORS. WINDOWS, GLASS
Sections
8.1 General 8 -1
8.2 Metal Doors and Frames (Service Type) 8 -1
8.3 Wood Doors (Exterior) 8 -1 thru 8 -2
8.4 Doors and Frame (Interior) 8 -2 thru 8 -3
8.5 Glass, Glazing and Storefront 8 -3 thru 8 -6
8.6 Finish Hardware 8 -7 thru 8 -12
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DIVISION 9 FINISHES
Sections
9.1 General 9 -1
9.2 (Not Used)
9.3 Gypsum Wallboard 9 -1 thru 9 -2
9.4 Painting 9 -2 thru 9 -7
9.5 Tile Work 9 -8 thru 9 -10
9.6 Acoustical Tile 9 -10 thru 9 -11
9.7 Fiberglass Reinforced Polyester Panels 9 -11 thru 9 -12
9.8 Vinyl Cove Base 9 -12 thru 9 -13
9.9 Marlite 9 -13 thru 9 -14
DIVISION 10 SPECIALTIES
Sections
10.1 General 10 -1
10.2 Toilet Room Partitions 10 -1
10.3 Bicycle Rack 10 -1
10.4 Insect Control 10 -2
10.5 (Not Used)
10.6 Clearance Arm 10 -2
10.7 Greenhouse Structure 10 -2 thru 10 -3
10.8 Knox Box 10 -3
10.9 Safe 10 -4
10.10 Bulletin Boards 10 -4
10.11 Drive -Thru Window Security Grill 10 -4
DIVISION 11 N.I.C. EQUIPMENT
Sections
11.1 General 11 -1
11.2 Stainless Steel Kitchen Equipment 11 -1 thru 11-4
11.3 Walk -in Cooler and Freezer 11-4 thru 11 -5
11.4 Mechanical Refrigeration 11 -5 thru 11 -8
11.5 Exhaust Hoods 11 -8
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11.6 Fire Protection System 11 -8 thru 11 -9
11.7 Seating 11 -9 thru 11 -11
11.8 Carpeting 11 -11 thru 11 -12
11.9 Window Coverings 11 -12 thru 11 -13
11.10 Playground Equipment 11 -13
11.11 Outside Seating 11 -13 thru 11 -14
11.12 Salad Bar 11- 14thru 11 -15
DIVISION 12 (NOT USED
DIVISION 13 (NOT USED
DIVISION 14 (NOT USED)
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DIVISION 15 MECHANICAL
Sections
15.1 General 15 -1
15.2 Heating and Ventilation 15 -1
15.3 Plumbing 15-1 thru 15-10
15.4 Fire Sprinkler (when applicable) 15 -11
DIVISION 16 ELECTRICAL
Sections
16.1 General 16 -1
16.2 Electrical Work 16-1 thru 16-12
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DIVISION -1 GENERAL
REQUIREMENTS
SUMMARY OF THE WORK
SECTION 1.1
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1.1.1 SCOPE
The work encompassed l
ion in this site work fortparking and Clandscaping, l complete and ready
of equipment installation
for operations.
1.1.2 CONTRACTORS
Where Contractor is referred to in this General Requirements Division, same shall mean General
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Contractor /Subcontractor, unless noted.
1.1.3 SEPARATE CONTRACTS
Owner reserves the right let o h
other
other Contractors. contracts in onnection. with this work. When that occurs, the
Contractor shall cooperate
1.1.4 INTENT OF DOCUMENTS
A. It is the intent of the documents to require the completion of all work in a thorough and
workmanlike manner in every respect. Should there be anything necessary for completion
of the work according to the full intent and meaning of the Contract Documents, the work
shall be completed in every respect. Should there be anything necessary for the completion el
of the work according to the full intent and meaning of the Contract Documents, work
shall be no extra cost against the Owner and /or his representative for such labor.
B. Should a bidder find discrepancies in, or omissions from, the drawings or specifications, or
should he be in doubt as to their meaning, he shall at once notify Owner. If it should be •
necessary, a written addendum will be sent to each bidder. Owner will be responsible for any
verbal instructions. It shall be the Contractor's responsibility to verify with Owner prior to bid
time, whether any addenda have been issued.
1.1.5 DUST CONTROL •
During the entire course of construction, the Contractor shall employ satisfactory methods of dust
control on the site, with particular s ofloweainfag'when water parking
is the ccontrolling agent. ccur a minimum
of twice a day during p
1.1.6 N.I.C.
Items shown on the Plans but marked N.I.C. are not included in this Contract.
1.1.7 PROJECT COORDINATION
Contractor to provide coordination of all trades involved in the separate Divisions of this Contract
to secure the best arrangement of work of each Division with the work of other Divisions.
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1 -1 Updated 5117/93
1.1.8 PROTECTION OF WORK
The Contractor shall provide or a i l o o �wmater als, non establish lawn r areas d unt I ( surfaces are
concrete surface, new construe
no longer susceptible to damage.
1.1.9 COOPERATION
All Contractors shall in'every reasonable way cooperate with the other Contractors doing work in
the same vicinity.
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1.1.10 EXISTING FACILITIES
Existing facilities, adjacent property and trees and shrubbery that are not to be removed, shall be
protected from injury or damage resulting from the Contractor's operations.
1.1.11 FURNISHED BY OWNER
The following items are furnished by Owner and installed by the Contractor:
A. Can Opener
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B. Ticket Holder
C. Cup Dispensers
D. Soap Dispensers
E. Signs (Interior Only)
F. Under - counter safe (See Order Counter drawings)
G. Booth Table Brackets (See Kitchen drawings)
H. Contractor shall drill holes through pick -up counter for each cash register as located by the
store manager.
I. Jumbo Roll (Toilet) Tissue Dispensers
Items furnished but not installed will be so indicated in each section or in an attached addendum.
1.1.12 MATERIALS PLANTS AND WORKMANSHIP meet
All TM star standards. Condemned new and of materials l acceable to the
promptly Architect and/or Owner and
and any damage caul d by
ASTM standards. Condemne
such removal, made good by Contractor at his own expense.
1.1.13 LAYING OUT WORK
Each Contractor shall, immediately upon entering project site for purpose of beginning work, locate
lay out
all
general w reference points ork and be responsible for all lines, paving, utilities es prevent by him
his own work
the Contract. He shall immediately notify the Owner should any discrepancies arise before
proceeding with the work.
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1-2
1.1.14 LIMITS OF CONSTRUCTION
Each Contractor shall include in his bid, all work within the designation "Limits of Construction" as
shown on the plans, unless otherwise noted. Also, some utilities may run beyond the "Limits of
Construction". If so, the Contractor shall include this work, as shown on utility plans, and shall be
responsible for connecting at points indicated on plans. See Mechanical and Electrical plans for
points of connection.
1.1.15 EQUIPMENT
Owner will furnish and install certain items of equipment, including but not limited to, seating,
carpet, and kitchen equipment. These items shall be coordinated by the Contractor, and
scheduled with his work. It shall be the sole responsibility of the Contractor to schedule these
items with his work. The Contractor shall be held responsible for all final utility connections to the
equipment and fixtures provided by Owner. Some items of equipment may not arrive at the job
site until after completion of job, and the Contractor involved in hook -up of this equipment shall be
required to make these hook -ups at that time. Any costs involved, shall be included in the
Contractors bid.
1.1.19 CITY BUSINESS LICENSE
The Contractor shall obtain, at his own expense, a City Business License, upon award of this
contract. A copy of this license shall be in the Office of the Owner prior to the Contractor starting
his portion of work. If the Contractor fails to obtain a City Business License prior to starting his
portion of work, the Owner shall obtain the City Business License on the Contractor's behalf and
charge the Contractor for the license fee and a $300.00 processing fee. These charges will be
deducted from the Contractor's first invoice.
QUALITY CONTROL
SECTION 1.2
1.2.1 QUALITY ASSURANCE /CONTROL OF INSTALLATION
•
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to . produce work of specified quality.
B. Comply fully with manufacturer's instructions, including each step in sequence.
• C. Should manufacturer's instructions conflict with Contract Documents, request clarification
from Architect before proceeding.
D. Comply with specified standards as minimum quality for work except when more stringent
tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
E. Perform work by persons qualified to produce workmanship of specified quality.
F. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion or disfigurement.
1.2.2 REFERENCES
A. Conform to reference standard by date of issue current on date of Contract Documents or
date specified in product Sections.
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B. Obtain copies of standards when required by Contract Documents.
C. Should specified reference standards conflict with Contract Documents, request clarification
for Architect before proceeding.
D. Contractual relationship of parties to Contract shall not be altered from Contract Documents
by mention or reference otherwise in any reference document.
1.2.3 FIELD SAMPLES
A. Install field samples at Site as required by individual specifications Sections for review.
B. Acceptable samples represent quality level for work.
C. Where field sample is specified in individual Sections to be removed, clear area after field
sample has been accepted by Architect.
1.2.4 MOCK -UP
A. Assemble and erect specified items, with specified attachment and anchorage devices,
flashings, seals, and finishes.
B. Where mock -up is specified in individual Sections to be removed, clear area after mock -up
has been accepted by Architect.
1.2.5 INSPECTION AND TESTING LABORATORY SERVICES
A. Owner will appoint, employ, and pay for services of independent firm to perform inspection
and testing.
B. Independent testing laboratory will perform inspections, tests, and other services specified
in individual specification Sections and as required by Architect or Engineer.
C. Reports will be submitted by independent testing laboratory to Owner, Contractor, Architect
and Engineers, indicating observations and results of tests and indicating compliance or non-
compliance with Contract Documents.
1.2.6 CONTRACTOR'S INSPECTION AND TESTING RESPONSIBILITIES
A. Cooperate with independent testing laboratory.
1. Furnish samples of materials, design mix, equipment, tools, storage and assistance as
requested.
2. Provide access to work and manufacturer's operations.
3. Notify Architect and independent testing laboratory 24 hours prior to expected time for
operations requiring services.
4. Make arrangements with independent testing laboratory and pay for additional samples
and tests required for Contractor's use.
5. Furnish copies of mill test reports.
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6. Furnish casual labor and facilities:
a. To provide access work to be tested.
b. To obtain and handle samples at site.
c. To facilitate inspection and tests.
d. For laboratories exclusive use for storage and curing of test samples.
7. Arrange with laboratory and pay for additional samples and tests required for Contractor's
convenience.
B. Retesting:
1. Retesting required because end firm on instructions non-conformance to specified Arch tecrequirements shall be
performed by same independent
ment for both
2. Should initial tests indicate non - compliance with Contract Documents, pts atine o costs,
initial tests and subsequent retesting occasioned by non -comp l be
including additional Architect's services testing chargesfrom Contract,Sulm /Pr cearged
to Contractor by deducting inspection o
1.2.7 MANUFACTURER'S FIELD SERVICES AND REPORTS
A. Submit qualifications of observer to Architect 30 days in advance of required observations.
Observer subject to approval of Architect.
B. When
anu specified provide in individual
ualified personnel to observe site conditions, material conditions of
manuuee of equipment, test, adjust, and
surfaces and installation, quality of workmanship, start -up
balance of equipment as applicable, and to initiate instructions when necessary.
C. Observer shall report observations and site decisions or instructions given to applicators or
installers that are supplemental or contrary to manufacturer's written instructions.
D. Submit report within 15 days of observation to Architect for review.
REQUIRED DOCUMENTS
SECTION 1.3
1.3.1 All required documents will be delivered be tired Contractor ion of A.I.A. Documents.
TEMPORARY Where required, documents sh all be prepared
TEMPORARY FACILITIES
SECTION 1.5
1.5.1 CONSTRUCTION FENCES AND /OR BARRICADES AND WARNING DEVICES
Each Contractor shall protect his own work as necessary. public . Barricades rica y s and warning devices shall
be set up in each instances where there is question of
f
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1 -5
h:Ukendall\specs \div -1
1.5.2 SERVICES
Water, Gas and Electricity:
• A. All water and electricity used, and all temporary piping and wiring required to carry on the
work during construction will be furnished, paid for and maintained by the Contractor and
removed upon completion of the work.
1.5.3 TOILET FACILITIES /STORAGE ROOMS/TELEPHONE
Contractor to provide temporary lockable storage as necessary on the job site. The Contractor
shall provide temporary toilet facilities and a telephone for job site use.
1.5.4 SCAFFOLDING
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Each trade will provide all necessary scaffolding staging and similar items as required for proper
execution of his work. Scaffolding will be erected so as not to interfere with the work of other
contractors.
INSURANCE
SECTION 1.7
1.7.1 The General and in at their own expense, the following
serve ad maintain at insurance policies, and agree to deposit
m
with Owner, certificates of insurance, evidencing the issuance of such insurance prior to
commencing any work.
1.7.2 TYPES OF INSURANCE
General Contractors and Subo s agree in
c the consideration
following the
and to them of this
contract to secure and maintain, at thei
A. Workers' Compensation - Statutory limits, Employers Liability - $1,000,000.00.
B. Comprehensive General Liability/Automobile Policy to include blanket contractual, broad form
property damage, product/completed operations and owned and non -owner automobile
coverage - limits $1,000,000.00 combined single limit Bodily Injury and Property Damage.
Owner shall be named as an Additional Insured and furnished with Certificate of Insurance
evidencing the above coverage, including a sixty (60) day notice of cancellation clause.
Policy must further include an endorsement stating, "It is agreed and understood that such
insurance as is afforded by this policy, for the benefit of Owner shall be primary insurance
as respects to any claim, loss or liability arising directly or indirectly from the Contractors
operations and any other insurance maintained by Owner, shall be excess and non -
contributory with the insurance provided hereunder ". A Certificate of Insurance shall be
provided for each project upon signing of the contract agreement. (Blanket coverage
certificates will no longer be accepted.)
C. The Contractor shall provide "Builders Risk Insurance" in the amount of the contract on an
"All Risk" basis excluding Earthquake, Flood and Tidal Wave, naming the
heh insurance shall
and Material Men as Additional Insured as their interest may appear.
be subject to a $1,000.00 deductible. It shall be the Contractors and his Sub - contractors sole
responsibility to provide protection, if they desire on their contractor's equipment, tools and
other related equipment; and to cover themselves for the above deductible.
h:Vkendall\specs \div -1 .
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1.7.3 HOLD HARMLESS AGREEMENT
The Contractor and his Sub - contractors shall hold harmless, indemnify, and defend Owner, the
Owner's Representative, the Architect, the Engineer and their consultants, and each of their
officers and employees and agents from any and all liability claims, losses, or damage, including
Attorney's fees, arising or alleged to arise from the performance of the work by the Sub-
contractors; provided, however, that if the loss or damage is ultimately determined to be the
proximate result of the sole negligence of one or more of the aforesaid, this indemnification shall
not apply.
The Contractor and his Sub - contractors shall also indemnify and save Owner, the Owner's
Representative, Architect, the Engineer, and their consultants, and each of their officers and
employees and agents harmless from all cost, losses, expenses, damages, Attorneys' fees, and
other costs, including all cost of defense which any of them may incur with respect to the failure,
neglect, or refusal of Contractor to faithfully perform the work and all the Contractor's obligations
under the contract. Such costs, expenses, and damages shall include all cost incurred by Owner,
the Owner's Representative, the Architect, the Engineer and their consultants to defend against
any claims, stop notices, or lawsuits based thereon in which any of them is made a party.
SECTION 1.8 CHANGES, EXTRAS, SUBSTITUTIONS
1.8.1 CHANGES AND EXTRAS
No changes shall be made without written consent of the Owner. Any changes made by request
of the Owner, shall be written and approved prior to such change. Any cost difference shall be
adjusted, up or down, to the contract price. All changes requiring a cost difference of $1,000.00
or more shall be itemized by the Contractor when submitting to the Owner for approval.
Contractor shall be allowed the percentage of overhead and profit established on his bid
Proposal's cost breakdown, for, any extra work performed, not to exceed a maximum of Ten
Percent (10 %). Said percentage shall be added to Contractor's itemized cost breakdown, and the
total amount shall become a change order to the original contract. No extras shall be allowed
without the required cost breakdown and written approval.
1.8.2 SUBSTITUTIONS
The materials as specified, and as shown on the plans, are standards of Carl's Jr. Restaurants,
and are complete as specified, therefore, no substitutions are permitted except truss
• manufacturer. The name of any substituted truss manufacturer must be submitted, to architect
within 10 days of contract award, for approval.
SECTION 1.9 PROJECT CLOSEOUT
1.9.1 DELIVER TO OWNER
(Sub- contractors as they pertain to the section.)
A. All guarantees, per specification.
B. All operating instructions, manuals, certificates or statements, and manufacturers literature
regarding installation and/or operation instructions as required by specifications including, but
not limited to:
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h:Ukendall\specs \div -1
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•
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1. Plumbing
2. Electrical
3. Air Conditioning
C. As built drawings.
COMPLETION
SECTION 1.10
1.10.1 Before acceptance of the project by �O`^� e ll ll and off site fklly operative, fully
to sat sfact on o
to all utilities, with all utilities functioning and all on
all pertinent agencies concerned. Building and site shall be completely cleaned. All final
inspections shall have been completed by governing authorities.
GUARANTEES
SECTION 1.11
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1.11.1 Upon completion of all work, and before release of Contractor's final payment (10% retention),
Contractor will be required to sign a guarantee, provided by the Owner, that states that all work
conforms to plans and specifications, and that he will immediately, upon notice, repair any faulty
materials or workmanship caused by him through construction of the building.
A. Roofing guarantee shall be for two (2) years.
B. Asphalt and /or concrete paving guarantee shall be for two (2) years.
C. All other guarantees shall be for one (1) year.
•
PERMITS, FEES AND ASSESSMENTS
SECTION 1.12
1.12.1 Each contractor, shall obtain and pay for all permits, licenses, fees or assessments necessary to
complete their portion of work.
The Owner may have originally paid for various fees; t These fees are will be invoiced for same, at the office of
and upon receipt of invoice shall reimburse the Owner.
the Owner, prior to bid time.
CLEAN -UP
SECTION 1.14
I with this
1.14.1 All Sub- t thrs ro ugho ut the keep their
course of constr p uction Any Contractor fading to comply wi by
the contror, hugho
requirement, will be complied with by the Contractor, and all costs involved will be back-charged
to the Contractors.
TEMPORARY SIGNS
SECTION 1.15
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1.15.1 At the Commencement of construction, nstaheit Contractor
building site k on the ma n thoroughfare.
temporary "Coming Soon" sign, a
Contractor shall see that the sign remains in place until the permanent "Carl's Jr" sign is installed.
Updated 5/17/93
1 -8
h:Ukendall\specs \div -1
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° Sign shall then be returned to Owner.
The sign shall be installed on 4" x 4" posts, plumb and level. It shall be kept clean through the
course of construction and shall not be removed until permanent signs are installed. The sign
shall be installed as close to the front of the property as possible.
SECTION 1.16 PROJECT SECURITY
1.16.1 The Contractor shall be responsible for the security of the project from the issuance of the "Notice
to Proceed" until the acceptance . of completion by the person authorized by Owner. All necessary
precautions shall be taken by the Contractor for the protection of the Building, Site Improvements,
and Owner Supplied Equipment and Furnishings. All costs for project security if necessary shall
be included in the Contractor's Bid Proposal.
SECTION 1.17 PROPRIETY
1.17.1 The Plans, Specifications and Bid Information Manual are to be used solely by the recipient and
are confidential documents owned by Owner. The drawings and text should only be discussed
with authorized project personnel. At the time of project Owner may ask for the return of these
documents. All or any reproductions of these documents for use other than on the project are
strictly prohibited. All documents in whole or part, are subject to recall at any time. When updated
documents are released and delivered to the recipient, each will be required to insert new sheets
or pages and remove obsolete pages. As a result of possession of these documents, recipient
acknowledges care and use as stated above. All documents are to be used for the specific project
intended and solely for that project.
SECTION 1.18 NOTICE OF NON - PERFORMANCE
1.18.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract
Documents and fails within a twenty-four (24) hour period after receipt of written notice from the
Owner to commence and continue correction of such default or neglect with diligence and
promptness, the Owner may, after such twenty -four (24) hour period, without prejudice to other
remedies, have cause to correct such deficiencies. The Owner shall deduct from the Contractor's
payments then and thereafter all cost of correcting such deficiencies including compensation for
the Owner's General and Administrative expenses made necessary by such default, neglect or
failure. If payments then and thereafter due the Contractor are not sufficient to cover such
amounts, the Contractor shall pay the difference to the Owner.
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DIVISION -2 SITEWORK
SECTION 2.1 GENERAL
2.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 2.2 DEMOLITION
2.2.1 SCOPE
The work shall include all labor, materials, equipment and services required to demolish all existing
structures as noted on the demolition, civil, and site plans.
2.2.2 PROTECTION OF STRUCTURES AND PROPERTY
A. Execute demolition work in such a manner as to insure adjacent property against damage
from demolition debris and work.
B. Repair damage to property of any person or persons on or off the premises, by reason of
required work.
C. Any repair work to damaged property to be at contractor's own expense.
2.2.3 All surplus materials shall be disposed of by the contractor off the site, with any contingent fees
being paid by the contractor. Materials shall be disposed of prior to any earthwork or grading.
2.2.4 Unless otherwise noted on the plans or in the specifications, all items of demolition shall become
the property of the contractor, and shall be disposed of off the site.
In the event that hazardous materials are encountered, the contractor shall cease operation and
immediately inform the construction manager of the circumstances on site. Arrangements will be
made by the Owner for the disposition of same.
All hazardous waste shall be removed from the site by a properly licensed contractor, transported
in a safe and properly containerized manner, and disposed of at a legally- designated, approved
facility. The contractor will comply strictly with all federal, state and local governmental regulations
pertaining to the disposal of hazardous waste and will save and hold harmless the Owner from all
claims arising from violations of any and all regulations regarding the removal, transportation, and
disposal of hazardous materials. Upon completion, the contractor shall submit documentation that
the site is free of hazardous waste and that the waste removed has been disposed of properly.
2.2.5 Comply with all Code requirements for erosion control and the prevention and mitigation of
environmental pollution caused by this work, including but not limited to, runoff of water, debris and
soil materials carried off -site by vehicles, dust control, etc. Provide appropriate barriers and other
necessary materials, tools and equipment.
SECTION 2.3 EARTHWORK AND GRADING
h:Ukendall\specs \div -2 2 -1 Updated 5/17/93
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2.3.1 SCOPE
A. Rough and finish grading according to plans including:
1. Excavation and removal of existing paving and other excess material as necessary.
2. Import of fill if required.
3. Compaction and testing of soils per notes on drawings and as specified in the Soils
Report.
4. Finish grading to sub - grades. -
5. Certified Compaction Report by a qualified testing laboratory.
B. Work done in other sections:
1. Trenching and backfilling for plumbing and electrical.
2. Crushed rock base for paving and concrete work.
3. Landscaping and sprinklers.
4. Paving and base.
5. Top soil.
2.3.2 SUBMITTALS .
A Compaction Report of the building pad; tested and interpreted by licensed Soils Engineer shall
be submitted in duplicate to the Architect, five (5) days prior to pouring of footings.
A Certification of Grade issued by a licensed surveyor or engineer shall be submitted to the Owner
establishing that the site grades are in full compliance with the approved site grading drawings for
the project.
2.3.3 MATERIALS
The soils used for compacted fill shall be non - expansive and free from organic or other deleterious
material, not containing rocks or lumps over four inches in diameter and capable of compaction to
a minimum of 90% or as required in the project's soils report. Fill material should closely match
native soils. Rough grading shall be left to a tolerance of .10 of a foot plus or minus.
2.3.4 EXECUTION
A. Clear and remove all vegetation and debris from the site.
B. Adequately protect active utilities, shown on the drawings or encountered during excavation,
from damage and remove and /or relocate only as indicated.
C. All existing inactive and /or abandoned utilities on site, on or below grade shall in absence of
specific requirements be removed, capped off and staked out and labeled at the property line.
D. Excavate and /or recondition soil to the depth required by notes on drawings, and /or as
h:\lkendall\specs \div -2 2 -2 Updated 5/17/93
required by the Soils Engineer.
E. Should any grades or elevations on the plans be incorrect, unclear or inadequate for grading;
the Owner shall be notified before proceeding further.
F. All grading shall. comply with plans, specifications and soils report. Soils report shall be
available at the office of the Owner.
G. Recompaction:
1. Fill shall be placed according to the Soils Report or maximum of six inch layers,
whichever is less.
2. Backfill and fill under slabs shall be thoroughly compacted according to the Soils
Report.
H. Finish Grading:
1. Leave all yards smoothly graded and correctly related to sub - grades, ready to receive
top soil (as noted on Landscape Plans).
I. Surplus earth not required for fill shall be removed from site.
J. Conform to applicable City and State codes for environmental requirements, erosion control,
disposal of debris, etc.
2.3.5 FILLING AND BACKFILLING
A. Filling:
1. Fill: Place and compact materials in continuous layers not, exceeding 8 inches
compacted depth.
2. Leave fill material stockpile areas completely free of excess fill materials.
B. Backfilling:
1. Backfill areas to contours and elevations with unfrozen materials.
2. Systematically backfill to allow maximum time for natural settlement. Do not backfill
over porous, wet, frozen or spongy subgrade surfaces.
3. Backfill against supported foundation walls. Do not backfill against unsupported walls.
4. Remove surplus backfill materials from site.
C. Employ placement method that does not disturb or damage utilities in trenches.
. D. Maintain optimum moisture content of fill and backfill materials to attain required compaction
density.
E. Make grade changes gradual. Blend slope into level areas.
2.3.6 CONSOLIDATION AND COMPACTION
h:\Ikendall\specs \div -2 2 -3 Updated 5/17/93
A. Compaction testing will be performed in accordance with ANSI /ASTM and with Section 1.2.
B. When, in the judgement of Soils Engineer, sufficient compaction effort has not been used,
or where field density tests indicate that required compaction or moisture content has not
been obtained, or if "pumping" or other indications of instability are noted, fill and /or backfill
shall be reworked and recompacted as needed to obtain stable fill /backfill at required density
and moisture content prior to placing additional materials.
C. Proof roll compacted fill surfaces 'under slabs -on -grade and paving.
2.3.7 GRADING
A. Grades and contours shown on Drawings are finish grade.
B. Finish Grading:
1. Limits of finish grading: As indicated on drawings.
2. Uniformly grade to smooth, compact finish free of irregular surfaces. Spot elevations
take precedence over contours.
3. Grade and uniformly shape soil for landscape areas to be free of rocks, clods, and
debris.
4. Tolerances:
a. Areas to receive slabs, sub -base, and base courses for paving:
1) Vertical: + / -0.05 ft.
2) Horizontal: +/ -0.10 ft.
b. All other areas:
1) Vertical: +/ -0.05 ft.
2) Horizontal: +/ -0.20 ft.
C. Protect finish graded areas from traffic, erosion, and settlement that may occur from any
cause prior to acceptance.
1. Repair damaged and disturbed areas.
2. Regrade to required elevations and slopes at no additional cost to Owner.
2.3.8 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed under provisions of Section 1.2.
B. Tests and analysis of fill material will be performed in accordance with ANSI /ASTM and with
Section 1.2.
C. Provide for visual inspection of bearing surfaces. .
h:Ukendall\specs \div -2 2-4 Updated 5/17/93
D. If tests indicate work does not meet specified requirements, remove work, replace and retest
at no cost to Owner.
2.3.9 PROTECTION OF FINISHED WORK
A. Protect finished work under provisions of Section 1.5.
B. Protect excavations by methods. required to prevent cave -in or loose soil from falling into
excavation.
C. Protect bottom of excavations and soil adjacent to and beneath foundation, from freezing.
D. Recompact fills subjected to vehicular traffic.
SECTION 2.4 ASPHALT CONCRETE PAVING
2.4.1 SCOPE
A. Refer to drawings for location and extent of asphaltic paving.
B. Establish grades for sub -base course, base course and surface course.
C. Place aggregate base course and surface course.
D. Apply weed killer over entire area of sub -base.
E. Apply asphaltic concrete sealer.
2.4.2 WORK PROVIDED BY OTHER SECTIONS (See Section 2.61:
A. Parking bumpers and guards. /
B. Parking lot striping.
2.4.3 GUARANTEE
A guarantee for two (2) years against any defects in materials and workmanship for all asphalt
concrete paving.
2.4.4 MATERIALS
A. Base Aggregate Course: shall be approved granular base, with no soil or clay products
included in material composed as follows:
Sieve Size Percent Passing_
1 inch 100%
3/4 inch 90 -100%
No 4 33 -55%
• No. 30 10 -30% •
No. 200 2 -9%
•
B. Surface Course: shall be asphaltic concrete conforming to the latest requirements specified
h:Ukendall\specs \div -2 2 -5 Updated 5/17/93
in the "Standard Specifications For Public Work Construction ", (Green Book) and consist of
Type I, Class C Medium combined aggregate, with AR -8000 paving grade asphalt. All as
detailed in Section 203 -6 of said standard specification. See plans for thickness of asphaltic
paving and aggregate base course.
C. Wood paving headers as indicated and detailed on the drawings shall be "Waterborne Salt"
pressure treated lumber, and shall conform to AWPB Quality Control Standard #LP -22,
"Ground Contact ".
D. Certificate on plant mix of asphaltic concrete shall be supplied to the Owner.
E. The asphalt sealer shall be "Guard Top" with 2% Latex additive asphalt base emulsion sealer
manufactured by Industrial Asphalt Manufacturing.
2.4.5 EXECUTION
A. Preparation of Sub - grade:
Material in soft spots shall be removed to a depth required to provide a firm foundation and
shall be replaced with a material equal to the best sub -grade material on the site. The entire
sub -grade area shall be compacted at the lowest moisture content at which a handful of the
soil can be molded by a firm closing of the hand. The sub -grade shall be compacted with a
minimum of five coverages of a pneumatic tired or steel wheel roller. The surface of the
sub -grade after compaction shall be hard, uniform, smooth and true to grade and
cross - section.
B. Weed Killer:
Entire area of base to be paved shall be sprayed with weed killer in the amount
recommended by the manufacturer. Weed killer to be "Spike 80 ". Contractor shall provide
architect with certificate that above was installed, as per requirements.
C. Base:
Material is to be placed true to grade, uniform and smooth and compacted with a minimum
of an eight ton roller. Thickness to be as shown on the plans.
D. Spreading and Compaction of Surface Course:
1. Any method of spreading asphalt paving which produces segregation or non - uniformity
of texture of the surface shall not be used.
2. Paving mixture shall be spread evenly to a uniform depth and uniformly distributed and
struck off so the surface after rolling will be of uniform texture and appearance.
3. Rolling with a minimum eight ton tandem steel wheel roller shall start as soon as the
hot mix material can be compacted without displacement. Rolling shall continue until
thoroughly compacted and all roller marks have disappeared.
4. In areas too small for the eight ton roller, a smaller roller, a vibrating plate compactor
or hand tamper shall be used to achieve thorough compaction.
5. Finished pavement elevations shall not vary more than 1/4 inch from finished design
h:\Ikendall\specs \div -2 2 -6 Updated 5/17/93
elevations and the surface of the completed paving, when tested with a ten (10) foot
straightedge, shall not contain irregularities in excess of 1/4 inch.
6. The finished pavement shall have a minimum uniform thickness after rolling and
compaction. See plans for thickness of finished pavement.
7. The finished pavement surface will provide positive sheet drainage true to line and
grade and shall not contain any depressions that shall allow water to accumulate
and /or pond.
E. Coring:
Contractor, at completion of paving and at the Owner's requirement, shall core six (6) 3 -inch
holes at areas as directed by the Owner. Cores shall indicate thickness of paving in those
representative areas. Should thickness as indicated be less than that as required by plans
and specifications, Contractor shall overlay entire paved area with a minimum 1 -inch (or as
specified by) of finish mix.
F. Sealing
1. The surface shall be thoroughly cleaned by brooming, blowing or washing.
2. Any existing chipped or curled paint or old flaking sealer shall be removed by scraping
and /or sand blasting.
3. Any accumulation of grease and oil shall be sand blasted.
4. All areas sand blasted shall have a coat of "Guard Top" applied per manufacturer's
specifications.
5. All asphalt concrete pavements shall receive two (2) coats of seal coat. Allow first coat
adequate drying time as per manufacturer's specification, approximately 3 to 4 hours.
6. The sealer shall be squeegee applied. Care shall be taken to prevent sealer from
getting onto all vertical surfaces and concrete drainage structures. Any sealer on
these surfaces shall be removed. No squeegee marks or ridges shall remain in the
finished surface.
7. The application rate shall be between 0.20 and 0.30 gallons per square foot per one
coat application. Thirty to forty gallons per 100 square feet should be used for two
coat application.
8. Contractor may dilute the sealer to assist in application, but dilution shall not exceed
20% of sealer. Dilution water shall be compatible with sealer used.
9. Sand filler may be used, and shall be either #20 or #30 mesh silica sand, for raveled
or rough areas. A maximum of three pounds per gallon of seal may be added.
10. Seal coat should not be applied if the temperature is not 60 degrees and rising or if rain
is in the forecast within 48 hours.
G. Guarantee: -
h: \Ikendall\specs \div -2 2 -7 Updated 5/17/93
The Contractor shall furnish to the Owner a written guarantee to repair or restore any portion
of the asphaltic concrete paving in which defects due to improper placing or defective
material has become apparent within two (2) years from date of completion.
SECTION 2.5 CONCRETE PAVING
2.5.1 SCOPE
A. Refer to drawing for location and extent of concrete parking lot and drive - through slab paving.
B. Establish grades for, and place base course / surface course materials.
2.5.2 GUARANTEE
A guarantee for two (2) years against any defects in materials and workmanship for all concrete
paving.
2.5.3 MATERIALS
A. Base Course: shall be as specified and detailed in this project's Soil Report.
B. Surface Concrete Course: concrete material shall be as specified in Section 3.2 of this
specification.
C. Reinforcing: shall conform to the requirements of Section 5.3 of this specification.
2.5.4 EXECUTION
A. Preparation of Sub - grade:
Material in soft spots shall be removed to a depth required to provide a firm foundation and
shall be replaced with a material equal to the best sub -grade material on the site. The entire
sub -grade area shall be compacted at the lowest moisture content at which a handful of the
soil can be molded by a firm closing of the hand. The sub -grade shall be compacted with a
minimum of five coverages of pneumatic tired or steel wheel roller. The surface of the
sub -grade after compaction shall be hard, uniform, smooth and true to grade and
cross - section.
B. Base:
Material is to be placed true to grade, uniform, smooth and shall be compacted per the
requirements of the Soils Report. Thickness to be shown on the plans and detailed in the
soils report. See Soils Report for special treatment or requirements for the Base Material.
C. Placement and Finishing of Surface Concrete Course: the placement and finishing shall
conform to Section 3.2 of this specification.
SECTION 2.6 STRIPING AND LETTERING
h: \Ikendall\specs \div -2 2 -8 Updated 5/17/93
•
2.6.1 MATERIALS
All parking lot striping and lettering shall be two (2) coats traffic paint. General striping and lettering
shall be yellow color, unless center striping is different, then match center; handicap stall symbol
shall be blue color. Select one of the following manufacturers:
A. J.E. Bauer, Traffic Paint
B. Glidden Coating System, Latex Traffic Paint.
2.6.2 APPLICATION
A. All painted letters and arrows shall be 24 inches high. All striping shall be 4 inches wide. For
handicapped stall symbol, see detail on plans.
B. Apply second coat of paint no sooner than one hour after first coat has been applied.
C. For location of all striping and lettering, see Architectural Plot Plan. •
SECTION 2.7 LANDSCAPING
2.7.1 SCOPE
A. The work of this section includes all labor materials, and equipment required to complete the
work indicated on the drawings. The work shall be performed in accordance with the best
standards of practice relating to the various trades and under the continuous supervision of
a competent foreman, capable of interpreting the drawings and specifications.
B. Work included in this section:
1: Finish grading (all planting areas) and minimum 6" of top soil. Total fill dirt and top soil
required for moundings when shown on plans.
2. Soil preparation
3. Fertilization
•
4. All planting, including groundcover, sodded, seeded or hydro- seeded lawn.
5. Staking and guying
6. Maintenance
•
7. Inspection
8. Guarantees
C. Work not included in the Section:
1. Rough grading -
2. Sprinkler system
h: \Ikendall\specs \div -2 2 -9 Updated 5/17/93
3. Items listed by others, NIC, or under separate contract.
2.7.2 GUARANTEE
A. All shrubs, groundcovers, and sod shall be guaranteed by the contractor as to growth and
health for a period of 90 days after completion of the specified maintenance period. All trees
shall be guaranteed by the contractor to live and grow in an acceptable upright position for
period of one year after the specified maintenance period (see Section 2.7.6).
2.7.3 MATERIALS -
A. All plant materials shall be furnished in quantities, sizes and spacing, as shown or noted on
the Landscape drawings. All materials shall be of the species, kind, etc., as symboled and /or
described in the "Plant Legend ", all as indicated on the drawings.
B. Plant materials indicated on the drawings and herein specified shall conform to the following:
1. Condition: Plants shall be typical for variety and species, healthy, vigorous, free from
plant disease, insect pests, or eggs, and shall have healthy, normal root systems, well
filling their containers, but not to the point of being root bound. Plants or trees shall
not be pruned before delivery.
2. Dimensions: Plants and trees shall be of normal height, spread and caliper for sizes
listed on the drawings.
3. Size of Plants: Size of plants shall be as stated on the plant list: Container stock shall
have been grown in containers for at least 1 year but not over 2 years.
4. Plants Not Approved: Plants not approved by the Owner shall be removed
immediately and replaced with acceptable plants.
C. Fertilizers and soil conditioning materials to be as follows. See notes on the plans for exact
amounts and mixes of the following materials:
1. Commercial fertilizer shall be an approved standard brand and shall conform to the
applicable state fertilizer laws. It must contain in the following percentages by weight
as found in "Best's Turf Supreme ".
16% Nitrogen
6% Phosphoric Acid
8% Water soluble potash
2. Nitrolized Redwood or Redwood Compost shall be bulk Redwood sawdust treated with
a reactive form of Nitrogen (NH
3. Peat moss shall be ground Sphagum as in "Sunshine" Brand.
4. Gypsum shall be "Ben Franklin" agricultural gypsum.
5. Iron Sulfate (ferric) standard commercial brand.
•
•
6. Bone meal shall be finest ground bone free from debris or harmful chemicals.
D. Staking and guying materials: -
h:Ukendall\specs \div -2 2 -10 Updated 5/17/93
•
1. Guy wires of pliable galvanized iron, guy as required on details.
2. Tree ties to be nylon reinforced plastic tree ties.
3. Poles for staking trees shall be treated 2" dia. lodgepole tree stakes, buried a minimum
of 18" into soil.
E. Stepping stones are to be supplied and installed in planter areas, under windows, in such a
pattern as to provide access to the windows for cleaning purposes and under the CO2 filler
box for delivery purposes. Placement, size and color are to be determined by the landscape
architect, furnished and installed by the landscape contractor.
2.7.4 GRADING AND SOIL PREPARATION
A. Landscape contractor will receive grade within 3/10 of (1) one foot of finish grade by others,
plus or minus, except where berming is shown on the plans, the landscape contractor shall
provide all soil necessary to construct berms as called for on the landscape plans.
B. Preliminary grading shall be done in such a manner as to anticipate the finish grade. Excess
soil shall be removed or redistributed before application of fertilizer and mulch. Top soil shall
be weed free and rock free, for the to 6 inches.
C. Before beginning work, all weeds shall be dug out by roots and removed from the site.
D. Soil Conditioners:
1. All planted areas shall be cultivated to a light consistency whereupon the following
material, per 1,000 sq. ft., shall be uniformly tilled into the top 6" of soil, using a
rototiller or similar machine, and then thoroughly watered down:
a. 4 cu. yds. nitrolized redwood
b. 20 lbs. 16 -6 -8 commercial fertilizer
2. Prepared soil mix for backfill in pits and trees, vines and shrubs shall consist of the
following unless otherwise specified on plan:
a. 3 parts by volume on -site soil
b. 1 part by volume nitrolized redwood
E. Finish grading shall be smooth, even, and uniform plane with no abrupt change of soil
surface. Soil areas adjacent to buildings shall slope away from building to allow natural
run -off of water. The final finish grade shall be 2" below paving, walks and curbs.
F. Method of shrub and tree planting:
1. No planting shall be done until all operations in conjunction with the installation of the
sprinkler
system have been completed, final grades have been established, the planting areas
have been properly prepared and graded as herein specified.
2. Prior to excavation for planting or placing of stakes, locate all cables, conduits, control
h:Ukendall\ specs \div -2 2 -11 Updated 5/17/93
wires, or pipes so that proper precautions may be taken not to damage such
improvements. Any materials or items damaged shall be repaired or replaced
immediately to the satisfaction of the Owner.
3. Relative position of all trees and plants are subject to approval of the Owner and they
shall be relocated if necessary as directed.
4. All plant pits shall be 2 times as, wide and 6" deeper than root ball. Each plant shall
be planted in center of pit and backfilled with prepared mix. All plants shall be set so
that, when settled, they bear the same relation to the finish grade as they bore to the
natural grade before they were transplanted. No filling will be permitted above the
crown.
5. Immediately after planting, water shall be applied to each shrub, vine, and tree until
material about the roots is saturated. Following the planting of groundcover plants or
lawn, area shall be immediately saturated with water.
G. Turf Planting(Soddedl:
1. Soil shall be prepared and graded as previously stated.
2. Spread turf fertilizer (16 -20 -0) onto the soil evenly at the rate of one pound per 100
square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before
laying sod. Avoid laying sod on bone dry soil.
3. Lay first strip of sod slabs along a straight line (use a string in irregular areas). Butt
joints tightly, do not overlap edges. On second strip, stagger joints. Use a sharp knife
to cut sod to fit curves, edges, and sprinkler heads.
4. Do not lay whole lawn before watering. When a conveniently large area has been
sodded, water lightly preventing drying. Continue to lay sod and to water until
installation is complete.
5. After laying all sod, roll lightly to eliminate irregularities and to form good contact
between sod and soil. Avoid a very heavy roller or excessive initial watering which
may cause roller marks. •
6. Water thoroughly the completed lawn surface. Soil should be moistened at least eight
inches deep. Repeat sprinkling at regular intervals to keep soil moist at all times.
Increase amount of water per application as necessary.
7. Replace all dead or dying sod with same material as directed.
•
2.7.5 INSPECTIONS
A. All plant materials must have been previously inspected at the nursery by appropriate
4 government agency as required by state or local code and shall be subject to the approval
of representative before installation.
B. Landscaping contractor to arrange for any inspection required by local city or county
department of Landscaping, materials and /or installation
h: \Ikendall\specs \div -2 2 -12 Updated 5/17/93
C. All inspections herein specified shall be made by the Owner and /or his representative. The
contractor shall request inspection at least 2 days prior to time inspection is required.
Inspection will be required for the following parts of the work:
1. When preliminary finish grading and soil preparation are completed.
2. All landscape construction items, including planting staking, and clean -up prior to start
of maintenance period (final inspection).
3. At completion of maintenance period (maintenance inspection).
2.7.6 MAINTENANCE
Landscape contractor shall maintain all landscaping areas and materials. Maintenance shall consist
of applying water, weeding, caring for plants, mowing and edging lawns; cleaning of beds and
lawns; from the time of installation of the materials, until the opening of the unit.
SECTION 2.8 IRRIGATION
2.8.1 SCOPE OF WORK
The Contractor shall provide all work necessary to install, complete and functional in place, all
irrigation systems shown on the plans and /or specified herein.
2.8.2 WORK SHALL INCLUDE
A. Connections to services.
B. Complete installation of pipe lines and accessories forr a complete sprinkler system including
trenching, backfilling, valves, controllers, valve boxes, connections to existing electrical
supply, cutting and patching as necessary.
C. All hose bibs and quick couplers if specified in legend.
D. Protect all existing utilities and repair any damage to existing utilities with matching new
materials, at no increase in contract price.
E. As -built drawings.
F. Clean -up.
G. Final inspection.
2.8.3 WORK SHALL NOT INCLUDE
A. Finish grading.
B. Domestic water plumbing.
h: \Ikendall\specs \div -2 2 -13 Updated 5/17/93
•
2.8.4 CONDUCT OF WORK
A. The contractor shall maintain continuously a competent superintendent or foreman,
satisfactory to the Owner, on the work during progress, with authority to act for him in all
matters pertaining to the work.
B. Work shall be coordinated with other trades so as to provide a complete functional system.
2.8.5 GENERAL REQUIREMENTS
A. Verifications: All scaled dimensions are approximate. Before proceeding with any work, the
Contractor shall carefully check and verify all dimensions. Spacing of sprinkler heads and
locations of valves and backflow preventer shall be as indicated on the drawings. Any
deviation from the plans must have the approval of the construction manager.
B. Grading: Before starting work on the irrigation system, the Contractor shall inspect the site
and check all grades to satisfy himself that he may safely proceed with his work.
C. Water Supply: The sources of water supply shall be as indicated on the drawings.
D. Permits and Fees: The Contractor shall apply for all necessary permits required in the pursuit
of his work as required by governing codes. The Contractor will pay for all fees resulting from
permits.
E. Record and As -Built Drawings:
1. The Contractor shall provide and keep up to date and complete "as- built" record set
of blue line ozalid prints which shall show every change from the original drawings and
specifications and the exact "as- built" locations, sizes, and kinds of equipment. Prints
for these purposes may be obtained from the Owner at cost. This set of drawings
shall be kept on the site and shall be used only as a record set.
2. Before the date of the final inspection, the Contractor shall transfer all information from
the "as- built" prints to an ozalid sepia, procured from the Owner. All work shall be
neat, in ink and subject to the approval of the Owner.
3. The Contractor shall dimension from two (2) permanent points of reference, building
corners, sidewalk, or road intersections, etc., the location of the following items:
a. Connection to existing water lines.
b. Connection to existing electrical power.
c. Gate valves.
d. Routing of sprinkler pressure lines (dimension max. 100' along routing).
e. Sprinkler control valves.
f. Routing of control wiring.
g. Quick coupling valves.
h. Other related equipment as directed by the Owner.
h: \Ikendall\specs \div -2 2 -14 Updated 5/17/93
4. On or before the date of the final inspection, the Contractor shall deliver the corrected
and completed sepias to the Owner. Deliver of the sepias will not relieve the
Contractor of the responsibility of furnishing required information that may be omitted
from the prints.
F. Controller Charts:
1. As -built drawings shall be approved by the Owner before controller charts are
prepared.
2. Provide one controller chart for each controller supplied.
3. The chart shall show the area controlled by the automatic controller and shall be the
maximum size which the controller door will allow.
4. The chart is to be a reduced drawing of the actual as -built system. However, in the
event the controller sequence is not legible when the drawing is reduced, it shall be
enlarged to a size that will be legible when reduced.
5. The chart shall be a black line or blue line ozalid print and a different color shall be
used to indicate the area of coverage for each station.
6. When completed and approved, the chart shall be hermetically sealed between two
pieces of plastic, each piece being a minimum 10 mils.
7. These charts shall be completed and approved prior to final inspection of the irrigation
system.
G. Irrigation Contractor shall be responsible for full coverage of irrigation system.
2.8.6 MATERIAL SPECIFICATIONS
A. All material shall be new stock and best grade of its kind. It shall be as specified unless
otherwise specifically approved, in writing, by the Owner. Materials not named shall be
subject to approval or rejection by the Owner.
B. Plastic Pipe:
. 1. Plastic pipe and fittings shall be virgin hi- impact poly -vinyl chloride Type 2 conforming
to commercial standards of National Sanitation Foundation.
2. All plastic pipe shall be continuously and permanently marked with the following
information: Manufacturer's name, kind of pipe, material size, IPS, NSF approval and
schedule and type.
3. Plastic shall be as manufactured by Lasco, Baldwin, GSR, Pacific Western, Johns
Manville.
C. Main Lines:
1. All piping and fittings under constant pressure between backflow preventer and control
valves, quick couplers and hose bibs shall be as indicated per plan.
•
h:\Ikendall\specs \div -2 • 2 -15 Updated 5/17/93
D. Lateral Lines:
1. All piping and fittings under intermittent pressure, down stream of control valves shall
be rigid PVC 1120 CL 200 Type I Grade I or II and shall meet CS 256 -63 standards.
E. Fittings, Nipples and Risers:
1. Plastic fittings shall be rigid poly -vinyl chloride, standard weight, schedule of pipe being
fitted.
2. Fittings for quick coupler shall be as specified on drawings.
3. Risers shall be PVC Schedule 80 or as specified on drawings.
4. Street Elbows, Bushings, Close Nipples, Long Screw, Bullhead Tees or Crosses will
not be allowed and shall not be installed except as otherwise specified or detailed
herein.
F. Brass Pipe and Fittings:
1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal
Specification #WW -P -351.
2. Fittings shall be red brass conforming to Federal Specification #WW -P -460.
G. Copper Pipe and Fittings:
1. Where indicated on the drawings, use copper pipe Type "K ".
2. Copper tubing shall conform to ATSM B -88.
H. Automatic Controller:
1. Controller shall be as specified on drawing. Controllers shall be installed as per
manufacturer's specifications. Verify location of electrical service of Controllers.
I. Remote Control Valves:
1. Remote control valves shall be as specified on drawing and installed in accordance
with the details thereof.
J. Gate Valves:
1. Gate valves shall be as specified on drawings.
K. Control wire for remote control valve operation:
1. Connection between the automatic irrigation sprinkler controller and the remote control
valves shall be made with #14 UF.direct burial wire.
2. Color code each wire with a different color for each valve station. Common to be
black.
h:Mkendall \specs \div -2 ' 2 -16 Updated 5/17/93
L. Backflow preventer:
1. Backflow preventer shall be as specified on drawing.
M. Control Valve Boxes:
1. Gate Valve: use 10" x 10 -1/4" round box for all gate valves, Carson Industries
#910 -12B with green bolt down cover or approved equal. Extension sleeve shall be
PVC -6" minimum size.
2. Remote Control Valve: Use 9 -1/2" x 16" x 11" rectangular box for all electrical control
valves, Carson Industries 1419 -12B with green bolt down cover.
N. Sprinkler Heads:
1. All sprinkler heads shall be as specified on drawing.
2.8.7 INSTALLATION SPECIFICATIONS
A. Excavations:
1. Depths of minimum cover unless otherwise specified.
a. Pressure main lines:
1) Main line - 18" deep.
b. Pressure main line under paving - 24" deep run in a Schedule 40 PVC sleeve.
c. Non Pressure lateral sprinkler lines - 12".
d. Control wires - 18" deep.
e. Lateral line under paving - 18" deep.
2. Wherever possible, the main and lateral line may occupy the same trench. Main and
lateral lines in the same trench must be spaced a minimum of 6" horizontally apart.
B. Trenching:
• 1. Trenches shall be dug straight.
2. Trench bottoms shall be at a true gradient providing support to pipe through its entire
length and shall be free from rocks, clods, debris and sharp edged objects.
C. Plastic Pipe and Fitting Installations:
• 1. Sprinkler head installation shall be as detailed on drawing.
h: \Ikendall\specs \div -2 2 -17 Updated 5/17/93
•
2. Due to the nature of plastic pipe fittings, the Contractor shall exercise care in handling,
loading, unloading and storing to avoid damage. The pipe and fittings shall be stored
under cover, and shall be transported in vehicle with a bed long enough to allow the
length of pipe to lie flat, so as not to be subject to undue bending or concentrated
external load at any point. Any pipe that has been dented or damaged shall be
discarded until such damage has been cut and pipe is rejoined with a coupling.
3. Welded joint shall be given at least 15 minutes setup curing time before moving or
handling. Pipe shall be partially center loaded to prevent arching and slipping under
pressure. No water shall be permitted in pipe until a period of at least 24 hours has
elapsed for solvent weld setting and curing.
4. Backfilling shall be done when pipe is not in an expanded condition due to heat.
Cooling of the pipe can be accomplished by operating the system for a short time
before the heat of the day.
5. Long runs of PVC pipe shall be snaked in the trench to allow for contraction.
D. Backflow Preventer:
1. All installation shall be per manufacturer's recommendation and per state and local
code.
E. Automatic Controller:
1. Controller shall be mounted securely as per manufacturer's recommendations in an
accessible location as directed by Owner. Controller wires shall be installed in
electrical conduit from controller to below finish grade. Controller to be located as
indicated on plans.
F. Controller Wire:
1. The control wire shall be buried alongside other pipe in trenches a minimum of 18"
deep and bundled and taped at 10' on center.
2. No controller wire splices will be allowed between automatic controller and remote
control valve without approval by the Owner's authorized representative.
3. Control wire splices and connections shall be made with Pen Tite connectors.
4. If allowed all controller wire splices between automatic controller and remote control
valves shall be made in a 10" x 10 -1/4" round box, Carson Industries #910 -12B with
• green bolt down cover.
G. Remote Control Valves:
1. Remote control valves shall be installed at sufficient depth to provide not more than
• 10" nor less than 6" cover from the-very top of the valve to finish grade. (See details.)
2. Before backfill of automatic valves, packing nuts shall be checked and tightened to
prevent leakage.
3. All remote control valves shall be housed in Carson boxes or equal.
h: \Ikendall\specs \div -2 2 -18 Updated 5/17/93
H. Backfill of Trenches:
1. Trenches shall be backfilled with excavated dirt after pipe has been installed. Backfill
shall be placed in layer; the thickness of the layers shall depend on the nature of the
material and the method of compaction used.
2. Compaction shall be such that there will be no settling within the one -year guarantee
period. The Contractor shall not place detrimental subsoil in the top 5" of backfill.
3. Water compaction will be permitted.
Testing of Irrigation System:
1. The Contractor shall request the presence of the Owner's authorized representative
at least 48 hours in advance of testing.
2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch, and
prove watertight.
3. Testing of pressure mainlines shall occur prior to installation of electrical control
valves.
4. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds
per square inch, and proved watertight, prior to paving.
5. Sustain pressure in lines for not less than two (2) hours. If leaks develop, replace
joints and repeat test until entire system is proven watertight.
6. All hydrostatic tests shall be made only in the presence of the duly authorized
representative of the Owner. No pipe shall be backfilled until it has been inspected,
tested and approved in writing.
7. Furnish necessary force pump and all other test equipment.
8. When the sprinkler irrigation system is completed, perform a coverage test in the
presence of the Owner's representative, to determine if the water coverage for planting
areas is complete and adequate. Furnish all materials and perform all work required
to correct any inadequacies of coverage due to deviations from plans, or where the
system has been willfully installed as indicated on the drawings when it is obviously -
• inadequate, without bringing this to the attention of the Owner. This test shall be
• accomplished before any ground cover is planted. •
9. Upon completion of each phase of work, entire system shall be tested and adjusted
to insure that there is no overspray and that no spray will contact doors, windows, or
building walls.
J. Guarantee:
1. The entire irrigation system shall be guaranteed by the Contractor to give complete
and satisfactory service as to material and workmanship for a period of one year from
the date of final acceptance of the work by the Owner.
h: \Ikendall\specs \div -2
2 -19 Updated 5/17/93
2. Should any trouble develop within the specified guarantee period which in the opinion
of the Owner is due to inferior or faulty material and /or workmanship, the trouble shall
be corrected, without delay, by the Contractor to the satisfaction of, and at no expense
to, the Owner, as part of this contract.
3. Any and all damage to rain water drains, water supply lines, gas lines and /or other
service lines shall be repaired and made good by the Contractor at no extra cost to the
Owner.
4. Contractor shall supply to the Owner operating and installation instructions for the
controller.
•
h: \Ikendall\specs \div -2 2 -20 Updated 5/17/93
r -
DIVISION -3 CONCRETE
SECTION 3.1 GENERAL
3.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 3.2 CONCRETE
3.2.1 SCOPE
A. All concrete work including all conduit and /or piping encasement, concrete surface or
sub - surface drainage structures, and all concrete light bases shown on electrical drawings.
B. Furnish and install all reinforcing steel and all nuts and bolts imbedded in concrete (including
any special hold -down or post anchors).
C. Furnish all grates, basins or other accessory items necessary to complete any drainage
structure as shown on plans. Grates and frames shall be as specified, or as per local
requirements.
D. Material is to be placed true to grade, uniform and smooth and compacted with a minimum
of an eight ton roller. Thickness to be as shown on the plans.
3.2.2 MATERIALS
A. Portland Cement: ASTM C -150, Cement type as specified on the structural drawings.
B. Fine and Course Aggregate: ASTM C -33
C. Vapor Barrier: Visqueen 6 MIL unless otherwise noted on plans. (Use under floor slab)
D. Control and Expansion Joints: ASTM D -544, see plans for details and locations.
E. Reinforcing steel for all concrete work per Section 5.3 of these specifications.
F. Exterior Concrete Sealer (at drive -thru, trash enclosure and parking lot slabs): Selection one
of the following;
1. Anti- Hydro: Armortop (manuf. spec. #4 -1)
2. • Burke: Industrial Concrete Sealer
3. Gifford -Hill: Sealco 309
G. Exterior Concrete Joint Sealant (as detailed on the plans): Tremco, #THC -900.
H. Drive -thru and Trash Enclosure Coloring see Finishing Section 3.2.7 paragraph F for
specification and manufacturer.
I. Perimeter Foundation Insulation: Dow "Styrofoam SM ".
3.2.3 CONCRETE
h:Ukendall\specs \div -3 3 -1 Updated 4/13/99
A. Concrete ultimate compressive strength at 28 days shall be as specified on the structural
drawings. Concrete slump 3" to 4 ". Contractor to supply any and all concrete tests as
required by local building department.
B. The Owner reserves the right, at the Owner's expense, to have concrete tests taken by an
independent testing facility. In the event that the concrete tested fails to reach the
compressive strength required by the plans and specifications, the Owner shall, at its option,
have the right to require the contractor to remove and replace the sub - standard concrete at
the contractor's expense. All re- testing shall be at the contractor's expense.
3.2.4 LAYOUT
Layout of buildings, when required by governing authorities, shall be by a registered civil engineer.
Contractor shall be responsible for all layout work, and shall install batter boards in performing
layout. All batter boards shall remain in place until foundations and floor slab have been poured.
3.2.5 PLACEMENT OF MATERIALS
A. Concrete shall be conveyed from the mixer to the place of final deposit by methods that will
prevent separation or loss of materials. Concrete shall be deposited in the forms within one
hour after the addition of mixing water.
B. Concrete shall be deposited as nearly as practicable in its final position to avoid segregation
due to rehandling. No concrete that has been contaminated shall be used, nor shall
retempered concrete be used.
C. Once placing has started, it shall be carried on as a continuous operation until placement of
the panel or section is completed.
D. Cleaned -out, vertical trenches may be used in lieu of forms below grade, providing trenches
are level, cleaned -out and sized as shown on the drawings.
E. Such surfaces as are to be finished shall be brought to proper grade, struck off and finished
in a workmanlike manner. No honeycombing, rough spots or protruding stones shall be left
exposed.
F. All reinforcing steel, dowels, anchor bolts and other inserts shall be secured in position prior
to pouring concrete. All bolts shall be set by templates.
G. Location of construction or expansion joints shall be as indicated on drawings.
H. All concrete shall be thoroughly vibrated using mechanical vibrators with a head diameter of
not less than 1". Concrete contractor shall be responsible for also providing an additional
"back -up" vibrator in case of failure of one or the other. All concrete including light bases,
shall be vibrated. The vibrator should not be used to move concrete within the forms.
I. Install Styrofoam SM insulation (R10) against inside face of concrete foundation walls
extending from bottom of floor slab down 2'. Where top of footing is less than 2' below
bottom of slab, extend insulation under slab so the total insulation width is 2'.
J. Refer to drawings for moulds, grooves, ornaments, clips or grounds, required to be cast in
concrete and for location of floor finishes and slab depressions.
3.2.6 PROTECTION OF CONCRETE
h: \Ikendall\specs \div -3 3 -2 Updated 4/13/99
A. Hot Weather Requirements:
1. At periods of hot weather, suitable precautions shall be taken to avoid drying of the
concrete prior to finishing operations. Use of wind breaks, sunshades, curing
compounds or other devices shall be provided.
2. Concrete deposited in hot weather shall not have a placing temperature that will cause
difficulty from loss of slump, flash sets, or cold joints. Concrete temperature shall be
less than 90 degrees F.
B. Cold Weather Requirements:
Adequate equipment shall be provided for heating concrete materials and protecting concrete
during freezing or near freezing weather. No frozen materials or materials containing snow
or ice shall be used.
3.2.7 FINISHING OF WORK
A. Vapor barrier and wire fabric may be omitted at exterior slabs, unless specifically shown on
plans or specifications:
Drive -thru concrete slab: install 6" x 6" -10 -10 wire mesh, as shown on plans.
Parking lot concrete slab: reinforcing steel as shown on the plans.
B. Set all bolts for required anchors carefully and accurately. Provide dowel ties between
interior and exterior slabs and between footings and concrete block walls where they occur.
Ties shall be #3 bars unless noted otherwise, at 24" on center. All bolts shall be set with
templates.
C. Do not pour interior slabs until elevations and location of all plumbing floor drains are verified
to obtain necessary slopes of slab. Locate any desired cold joints under partitions so far as
- • possible. -
D. Furnish and set compression -and expansion joints as required by local ordinances as shown
on site plan. Use Celotex or "Flexcell ", installed full depth of concrete section, 30 feet 0/C
maximum at all exterior walks and curbs, unless specifically shown on plans. Joint material
shall be flush with top of walks.
E. All walks to be smooth and level; steel troweled smooth, then followed /finished with a very
"light broom" finish. Exterior walks to slope as noted or at a minimum of 1/8 inch per foot for
drainage. Scoring shall be as shown, 'h inch deep weakened plane joints to have radiused
edges. Surfaces sloping more than 1 to 15 shall have a light "broom finish ".
F. Drive -thru concrete and trash enclosure slab shall have "Black Color" and very "light broom"
finish. Upon final inspection, drive -thru and trash enclosure concrete shall be thoroughly
cleaned and sealed. Sealer to be applied per manufacturer's instructions.
G. Concrete parking slab (where occurs) shall have a "light broom" finish. Slab shall be
thoroughly cleaned and sealed. Sealer to be applied per manufacturers instructions.
h: \Ikendall\specs \div -3 3 -3 Updated 4/13/99
•
DIVISION -4 MASONRY
SECTION 4.1 GENERAL
4.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 4.2 MASONRY
4.2.1 SCOPE
A. Includes all masonry work, reinforcing steel and miscellaneous metals needed for same.
B. Includes the furnishing and installation of the Trash Enclosure Gates, as per the details on
the plans.
4.2.2 MATERIALS •
A. Masonry Units: Where indicated on plans. Refer to Color /Materials Schedule and site details
for color, type, and size. Masonry shall conform to ASTM C -90 standards.
B. Refer to Color /Materials Schedule for color, type, size and manufacturer.
C. Cement: Shall be Portland cement conforming to ASTM C -150.
D. Mortar Sand: ASTM C -144.
E. Admixtures: "Anti - Hydro" (manufacturer's spec 1 -6) one quart per sack of cement, for all
mortar in masonry. -
F. Grout Aggregate: ASTM C-404, 100% passing 3/8 inch sieve, not more than 5% passing No.
8 sieve.
G. Hydrated Lime: ASTM C -207, Type S.
H. Water: Shall be taken from a potable source.
I. Reinforcing steel for all masonry, per Section 5.3. of these specifications.
4.2.3 MIXES
A. Mortar proportions by volume: Type S, 1800 p.s.i. at these specifications and conform to
ASTM C -270.
Portland Cement • 1 part
Hydrated Lime 1 /2 part maximum
Fine Aggregate
(sand) 4 parts
Admixture - "Anti- Hydro"
(1 quart per sack of cement)
B. Grout proportions by volume: 2000 p.s.i. at twenty -eight (28) days
h:Ukendall\specs \div -4 4-1 Updated 5/1793
Portland Cement 1 part
Hydrated Lime 0 to 1/10 part
Aggregate 2 parts sand and
2 parts pea gravel
C. All ingredients for mortar and grout shall be measured according to the specified portions for
the batch, and mixed in a mechanically operated batch mixer.
D. The consistency of mortar shall be adjusted to the satisfaction of the mason. Water shall be
added as is compatible with convenience in using, but without destroying the proper
structural composition of the mix.
4.2.4 PLACEMENT OF MATERIALS
A. Laying of Masonry Units and Grouting:
1. Use "running bond" with all masonry joints, unless otherwise noted on the drawings.
2. Cleanout openings required at bottom of all cells to be filled at each pour if pour
exceeds four feet in height (at concrete block only).
3. Grout solid at all cells.
B. All masonry units shall be clean and free of dust, dirt or other foreign matter before laying in
wall. No chipped corners or other irregularities will be allowed in exposed faces. All masonry
shall be of the best quality.
C. Masonry shall not be erected when the temperature has dropped below 45 degrees F. No
masonry unit having a film of frost in its surface shall be laid in the walls.
D. All masonry shall be laid plumb and true to line and all corners and angles shall be square
unless otherwise indicated on the drawings. Courses shall be accurately spaced.
E. Joints between masonry units shall be approximately 1 /2" wide and tooled to present a smooth
concave joint. All masonry joints shall be tooled. Mortar shall be natural cement color.
F. Reinforcing steel shall be in place and inspected before grouting. All debris and projecting
mortar shall be cleaned out before pouring grout. Grout lifts shall not exceed eight feet and
shall be stopped 1 -1/2 inches below the top course to form a key for pour joints. All bolts,
inserts, anchors, etc., shall be placed before grouting.
G. OMIT
H. Metal reinforcement shall be thoroughly secured against displacement, and shall be
supported as needed. Vertical reinforcing shall be held in position at top, bottom and
maximum of 192 bar diameters. Parallel bars shall not be placed closer in the clear, than
1 -1/2 times the bar diameter. Tie every crossing. Lap bars 40 diameters at splices.
I. Carefully and accurately set all miscellaneous metal, i.e., lintel angles, anchors, straps, bolts,
ties, and cooperate with other trades in providing necessary openings, etc.
J. At the completion of the masonry work, the masonry contractor shall thoroughly clean all
h: \Ikendall\specs \div -4 4 -2 Updated 5/1793
masonry. If masonry is not cleaned to the Owner's satisfaction, contractor will be required
to lightly sandblast masonry until the work is to the Owner's requirements. Contractor shall
remove all scaffolding and equipment used in the work, and remove all debris, refuse and
surplus masonry materials and remove them from the site.
•
•
h:\Ikendall\specs \div -4 4-3 Updated 5/1793
DIVISION 5 METALS
SECTION 5.1 GENERAL
5.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 5.2 STRUCTURAL & MISCELLANEOUS METALS
5.2.1 SCOPE
A. Includes bolts, washers, anchors, straps, rods, bars, etc., used in connection with the
miscellaneous steel and iron work, where indicated on plans.
B. Fabricate and install roof access ladder, trash enclosure gates, exterior metal handrails, metal
fencing, and metal fence gates as detailed on the drawings.
5.2.2 MATERIALS
A. Conform to these standards:
1. Structural Steel: ASTM A -36
2. Welding electrodes: ASTM A -233 and /or AWS A5. Use low hydrogen for welding
reinforcing bars.
3. Paint: ,Federal Specification TT -P -86.
4. Bolts and Nuts: ASTM A -307.
5.2.3 FABRICATION
A. Fabricator shall detail, fabricate and erect work in accordance with the drawings.
B. Bolt holes shall be 1/16 inch larger diameter than nominal size of bolt used, unless noted
otherwise.
C. After working members, re- straighten as required before assembly. After erection, steel work
shall be free from twists, bends, buckles; or open joints.
D. All miscellaneous steel except members or portions of members to be encased in concrete
shall receive one (1) shop coat of rust - inhibitive paint. Paint used as primer for subsequent
painting shall be compatible with the intended finish coating. Paint shall be applied after
inspection and approval and before leaving the shop.
E. All steel work specified to be painted shall be cleaned by hand wire brushing, sandblasting
or other approved method to remove mill scale, loose rust, weld slag, dirt or other foreign
matter. Oil and grease shall be removed by solvent.
F. Paint shall not be placed within two (2) inches of any field weld location.
G. Conform to tolerances for materials fabrication and erection as given in "Code of Standard
h: \Ikendall\specs \div -5 5-1 Updated 5/17/93 .
•
•
Practice ", American Institute of Steel Construction, latest edition.
5.2.4 ERECTION
A. Temporary bracing shall be maintained as required, including provision for loads resulting
from erection operation, wind, etc. Bolt -up or welding shall progress as required to provide
for all erection stresses.
B. No permanent bolting or welding shall be done until as much of the structure as will be
stiffened thereby has been properly aligned. Completely plumb columns and level beams
at the elevation shown on the drawings before final connections are made.
C. Touch -up damaged paint areas after erection.
D. Field welding shall be done by certified welders in conformity with the "Standard Code for Arc
and Gas Welding" of the American Welding Society. All structural welding shall be performed
using the shielded electric arc process with approved electrodes. Use low hydrogen
electrodes for reinforcing bars. Field welding to have continuous inspection by a licensed
deputy inspector.
E. Perform all cutting, punching, drilling and taping required for connecting work of other trades
to structural steel. Obtain necessary data and indicate on shop and erection drawings.
SECTION 5.3 REINFORCING STEEL
5.3.1 SCOPE
A. Furnish and place reinforcing steel for conventional concrete, and masonry.
B. Reinforcing steel shall be furnished respectively under concrete and masonry by those
contractors. -
5.3.2 MATERIALS
Conform to these standards:
1. Reinforcing Bars: ASTM A -615.
a. Grade 40 for sizes 3 and 4 (Grade 60 where noted on plans). , ,
b. Grade 60 for sizes 5 and larger.
2. Welder Reinforcing Steel Bars: ASTM A706.
3. Welded Steel Wire Fabric: ASTM A -185.
4. Accessories: Standard chairs and other accessories, galvanized when any part of the
accessory is placed within 3/4 inches of exposed concrete surface.
5.3.3 PLACEMENT OF REINFORCING STEEL
h:Ukendall\specs \div -5 5-2 Updated 5/17/93
A. Erect steel studs per details on drawings using sufficient fasteners to obtain required rigidity
and strength. Studs and. track to be plumb and true to line ready for application of
subsequent finish materials.
B. Partitions not extending to roof or ceiling above, shall extend 12 inches above ceiling height
of new construction.
C. Provide mid - height reinforcing at walls, using solid steel studs.
D. Hanger studs shall be securely anchored to the underside of the floor structure per details.
E. Wall openings such as doors and windows, shall be double stud frames.
F. Metals stud construction, fabrication and erection shall conform to the latest light gauge steel
specifications as published by the Metal Lath Steel Framing Association.
G. Set bottom track on a bead of mastic. See Section 7.5.
•
•
•
h:\Ikendall\specs \div -5 5-4 Updated 5/17/93
DIVISION -6 CARPENTRY
SECTION 6.1 GENERAL
6.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 6.2 ROUGH CARPENTRY
6.2.1 SCOPE
A. Includes all wood framing and truss installation required in the construction of the building and
miscellaneous finishes not covered under other Sections of this Specification. This Scope is to
include the furnishing of the rough lumber package, the truss package and the labor to install
these items. For specifications on the truss package, see Paragraph 6.2.2, "Roof Trusses,
Material ".
B. Furnished and installed as part of this Section: •
1. Plates and straps under 1/8 inch thickness.
2. Joist hangers
3. Rough hardware
4. All fasteners for connecting wood to wood.
5. Hollow Metal Doors and Frames mounted on the exterior of the building.
6. Asphalt felt backing behind exterior finish trim.
7. Roof hatch
8. Roof access ladder
9. 2" x 4" Steel tube in the Order Counter.
C. Work in connection with others:
1. • Frame duct openings through wood partitions, provide curbs, platforms and openings for
all roof mounted equipment, ventilation and exhaust systems.
2. Provide solid backing for all cabinets and fixtures.
h:Ukendall\specs \div -6 6-1 Updated 5/17/93
6.2.2 ROOF TRUSSES. MATERIALS
A. GENERAL:
The wood and fabrication criteria of all prefabricated wood trusses shall meet with "National
Design Specifications for Stress Grade Lumber and Its Fastenings" by National Forest Products
Association (1977 Revision); "Timber Construction Standards" by American Institute of Timber
Construction (latest revision); and "Design Specifications for Light Metal Plate Connected Wood
Trusses" by Truss Plate Institute (1978 revision), the same as if those specifications and all their
references were set out in full herein.
B. MATERIALS:
LUMBER: All lumber used for the truss members shall conform to the published stress ratings
for the species and grades as set out in the official grading rules of the appropriate lumber
association or as listed in the reference specifications; except that, where ever this specification,
or notes on the plans or truss engineering designs calls for lumber which exceeds the minimums
set forth therein, the specifications, plans, and /or truss engineering designs shall be applicable.
The moisture content of all lumber shall be within the proper limits, as stated in the reference
specifications, but shall not, in any case, exceed 19% nor be less than 7% at the time of
fabrication.
MANUFACTURER: Tualatin Valley Builder Supply (TUBS) has been selected to fabricate the
truss components. Any substitution shall follow procedures in Section 1.8.2.
C. CONNECTORS:
All truss connector plates shall be manufactured from only prime commercial quality galvanized
sheet metal of no less than 20 gauge thickness which has a minimum yield of 33,000 psi and
a minimum ultimate tensile strength of 48,000 psi. The corrosion - resistant coating shall be G -60
commercial class, hot - dipped galvanized before stamping.
D. FABRICATION
1. All truss designs shall bear the name and seal and /or registered number and state of
registry of a licensed professional engineer.
2. See structural drawings for parallel chord (2X6/2X4) truss design and load requirements.
3. All trusses and other roof structural components shall be fabricated in a properly equipped
manufacturing facility of a permanent nature. They shall be manufactured by experienced
workman, using precision cutting and truss assembly methods and under the direct
supervision of a qualified foreman. All trusses shall be fabricated under the strict rules of
the Truss Plate Institute (TPI).
4. The qualified component manufacturer must be a member of the Truss Plate Institute and
participate in the Quality Control Test Criteria Program, or show to the Owner a quality
assurance program comparable to the TPI Testing Criteria Program.
5. All truss members shall be accurately cut to length and angle from straight lumber to assure
tight joints for finished truss.
h:Ukendall\specs \div -6 6-2 Updated 5/17/93
E. HANDLING AND ERECTION:
1. Fabricated trusses and subassemblies shall be handled with care so that they are not
subject to damage. If the trusses are to be stockpiled or stored prior to erection, they shall
be set in the horizontal position, resting upon temporary bearing supports and braced so
that they will be subjected to no unusual bending or tipping over.
2. The permanent structural cross - bracing, to insure the overall rigidity of the truss system,
shall be in accordance with the structural and truss plans.
3. Proper erection bracing shall be installed to hold the trusses true and plumb and in safe
condition until permanent truss bracing and bridging can be solidly nailed in place to form
a structurally sound framing system. All erection and permanent bracing shall be installed
and all components permanently fastened before the application of any loads to the
trusses.
4. All prefabricated wood trusses are to be installed in accordance with Bracing Wood Trusses
Commentary BWT -76, or HFT -80, as published by the Truss Plate Institute.
6.2.3 FRAMING. MATERIALS
A. GENERAL
1. All lumber shall be grade stamped by 'Western Wood Products Association" certified by the
• Board of Review of the American Lumber Standard Committee and manufactured in
accordance with Product Standard 20 -70, as published by the United States Department
of Commerce.
2. All lumber shall not have a moisture content which exceeds 19% and shall indicated "S -Dry"
on the grade stamp. Any Southern Pine material shall have a moisture content of 15 %, kiln
dried and shall be so indicated on the grade stamp.
B. 2X2 THROUGH 4X4 FRAMING (excluding structural posts): Any commercial softwood which
conforms with the following minimum design values (in P.S.I.):
F (repetitive) 925
F, (perpendicular) 625
E 1,500,000
Typical'material: Douglas Fir "Stud" and /or "No. 2" grade.
C. 2X6 THROUGH 4X16 FRAMING: Any commercial softwood which conforms with the following
minimum design values (in P.S.I.):
F (repetitive) 1450
F (perpendicular) 625
E 1,700,000
Typical material: Douglas Fir "No. 2" grade.
h:\Ikendall\specs \div -6 6-3 Updated 5/17/93
D. Non - Bearing Stud Framing: Any commercial softwood which conforms with the following
minimum design values (in P.S.I.):
F (repetitive) 925
F (parallel) 600
Typical material: Douglas Fir "Stud" grade.
E. 4X4 Post Framing: Shall conform with the following minimum design values (in P.S.I.):
Fb (repetitive) 925
F (perpendicular) 625
E 1,500,000 .
Typical material: Douglas Fir "No. 1 ".
F. Wood "Mud" Sills and Pressure Treated Lumber: Shall be 'Water -Borne Salt" pressure treated
lumber, and shall conform to AWPB Quality Control Standard #LP -2.
G. Plywood: Plywood sheathing shall be exterior type and shall be the size and quality specified
on the structural drawings. Each plywood panel shall conform with the current U.S. Product
Standard #PS -1 and each panel shall be identified with the appropriate grade - trademark of the
American Plywood Association.
Plywood sheathing at parapet walls shall be exterior grade plywood with a medium density
overlay face meeting product standard above.
6.2.4 MISCELLANEOUS
A. Additional Blocking: Provide solid backing for plumbing fixtures, cabinets, light fixtures, behind
shelf ledgers, etc., as necessary.
B. Additional framing: See structural drawings.
•
C. All finish wood siding and exposed plywood siding shall be applied over one layer of asphalt
saturated building paper.
•
D. Notching: Notches on the ends of joists shall not exceed one fourth, the joist depth. Holes bored
in joists shall not be within 2 inches of the top or bottom of the joist, and the diameter of any such
hole shall not exceed one third of the depth of the joist. Notches in the top or bottom of the joists
shall not exceed one sixth the depth and shall not be located in the middle third of the span.
Holes through sills, plates, studs and double plates in interior bearing and shear walls shall not
exceed 1/3 the plate width and shall be bored holes placed in the center of the stud or plate.
E. Bracing: All bearing walls not solidly sheathed shall have a diagonal let -in brace (1X4 wood or
15 ga. galvanized wall brace strap) at each end and at 25 feet on center.
F. All bolt heads and nuts bearing on wood shall have washers. All bolt holes in wood shall be
drilled 1/32 inch to 1/16 inch diameter larger than the nominal bolt diameter.
G. All framing shall comply with all governing codes whether or not specifically detailed on the
plans.
h:Ukendall\specs \div -6 6-4 Updated 5/17/93
6.2.5 WORKMANSHIP
A. Layout accurately, plumb and level, all work.
B. Construct framing with joints true and tight and well fastened with members assembled according
to best practice.
C. Brace structure adequately during erection.
D. Adequately anchor installed work.
E. All framing shall be of first class quality and workmanship.
F. Drive -pins are not permitted in any structural wall.
SECTION 6.3 FINISH CARPENTRY & MILLWORK
6.3.1 SCOPE
A. Millwork of all types including milling of all interior and exterior exposed wood members, door and
window frames.
B. Furnishing and installation of the interior hollow metal doors and frames. Hollow metal doors and
frames shall conform to the specifications and standards of Section 8.4 of this Specification.
C. Includes finish carpentry and the installation of doors and frames, blocking, case and cabinet
work, millwork, plastic laminate work, and false beams as indicated on drawings, and furnishing
and installation of the Finish Hardware package.
D. Wood doors shall be furnished and installed and shall conform to the specifications and
standards of Section 8.3 and 8.4 of this Specification.
6.3.2 MATERIALS
A. GENERAL
1. All Exterior and Interior finish lumber shall be net 3/4" thick for 1" material, and net 1 -1/2"
thick for all 2" material. The above applies to both surfaced and saw - textured material. All
lumber shall conform to the standards and grading rules of the Western Wood Products
Association, 1981 edition.
2. Unless specified otherwise all lumber material grain patterns may be provided mixed grain.
3. All finish lumber shall be stored on -site off the ground, well ventilated and covered. All
interior material shall be stacked and stickered in the room in which it will be applied, prior
to installation.
4. All interior finish material shall be dried to a maximum moisture content of 15% and shall
indicate "MC -15" on the grade stamp.
5. All exterior material shall be back and edge primed /sealed by Painting Contractor prior to
application on building surface. All finish wood material shall be installed over asphalt
saturated building paper.
•
h: \Ikendall\specs \div -6 6-5 Updated 5/17/93
B. Exterior Woodwork:
1. Window Frames and Stops: All material shall be S4S, Western Red Cedar, "C- Select"
grade and shall conform to WWPA section 10 -12.
2. Door Frames and Stops: All material shall be S4S, Douglas Fir, "Prime Finish" grade and
shall conform to WWPA Section 10.52.
3. Wood Trim: All material shall be saw - textured (exposed surface) by band saw, Western
Red Cedar, "D- Select" WWPA Section 10.13.
4. Plywood: All finish plywood 'shall be 3/8" thick, exterior grade, American Plywood
Association Siding #303 -6 -S/W with lapped edge, rough -sawn textured: Plywood shall be
any Group 3 material, unless a specific material is called for on the drawings.
Parapet Inside Face: 1 /2" ext. ply, medium density resin face.
C. Interior Woodwork:
1. Wood Trim: All interior wood trim and materials shall be S4S, Douglas Fir, "Prime Finish"
grade and shall conform to WWPA Section 10.52; or Idaho White Pine, "Choice IWP" grade
and shall conform to WWPA Section 10.12.
2. Oak Trim & Siding: Shall be S4S, Red Oak, plain sawn, "Grade I" and conform to the
Architectural Woodwork Institute's (AWI) Quality Standards, Section 100S -1.
3. Decking shall be "C" select kiln dried saw textured Douglas Fir and shall conform to WWPA
section 10.12.
D. Nailing (Exterior): All trim and siding shall be nailed with hot - dipped galvanized finish nails. No
electroplated nails will be allowed. Lumber 1 -1/2" and larger shall be nailed with 20d finish,
and lumber less than 1 -1/2" shall be nailed with 8d finish. Nails shall be driven flush with
surface. Do not set any exterior nailing.
E. Nailing (Interior): All nailing shall be with finish nails, set for putty before staining /finishing. At
saw - textured material, nails shall be driven flush.
6.3.3 INTERIOR FINISH
A. Mill, fabricate and erect interior finish materials as indicated. Machine -sand at the mill and
hand -sand smooth at job site as necessary. Contractor to ease all edges of finish material
before sealant is applied.
B. Interior trim set against plaster or wood shall be run with hollow backs. Make joints tight and in
a manner to conceal shrinkage. Secure trim with fine finishing nails, screws, or glue where
required. Set nails for putty, where surface is S4S.
C. Window and door trim shall be single lengths, base in long lengths. Miter mouldings at corners,
cope at angles. Door jambs with scarfed joints are not permitted. All segments of jambs shall
be in single lengths.
h:\lkendall\specs \div -6 6-6 Updated 5/17/93
6.3.4 CABINET WORK
A. Fabrication and installation of all cabinets shall be as indicated on the construction documents.
All cabinets shall be laminate clad, exposed face frame and shall conform to the minimum
standards of the Architectural Woodwork Institute; AWI quality grade "Custom Grade" (AWI
Section 400B).
B. All cabinet shelving shall be adjustable. Detailing for shelf connection (adjustable track) to
uprights shall be in conformance with AWI quality grade "Custom Grade ".
C. All cabinets shall be mill fabricated, complete with rails, styles, cabinet hinges, pulls, catches and
locks. Cabinet finish hardware shall be a satin bronze, clear coated US -10 finish and shall be
as follows:
1. Hinges: Stanley #1584
2. Locks: Corbin #02067 (Keyed Alike)
3. Pulls: Stanley #4477
4. Drawer Guides: Knape & Vogt #1455
5. Elbow Catch: Stanley
(Installed at inactive side of cabinet door pairs). ,
D. See section 6.4 of this specification for plastic laminate requirements, manufacturer and finish.
6.3.5 HARDWARE INSTALLATION
A. Accurately fit and install all finish hardware items furnished under the "Finish Hardware" section
8.6 of this specification.
B. If surface applied hardware is fitted and applied before painting, remove all such items, except
butts, re- install after painting work is complete.
C. Properly label and deliver all keys to the Owner.
6.3.6 WORKMANSHIP
All wood finish, millwork and cabinet work shall be true to details, clean and sharply defined. Panels
shall be set to allow for free movement in case of swelling or shrinkage. Means of fastening various
parts together shall be concealed. All wood finish and cabinet work shall be dressed, sanded and
cleaned before priming. All materials showing machinery, sandpaper or other defacing marks will be
rejected. All work shall be first class construction and to the satisfaction of the Owner. No plywood
edge grain shall be exposed on cabinets or shelving; all such areas shall be self- edged.
SECTION 6.4 PLASTIC LAMINATE
6.4.1 SCOPE
Includes all labor, material and equipment required to furnish and install all high pressure laminated
plastic as shown on the construction documents.
h: \Ikendall\specs \div -6 6-7 Updated 5/17/93
6.4.2 MATERIALS
A. Plastic Laminate shall be .050 inches thick, "General Purpose Type ". Color, texture and finish
shall be as specified in the Color /Material Schedule on the construction documents. Approved
manufacturers are: Formica, Laminart, Nevamar and Wilson -Art.
B. Adhesive shall be as recommended, and approved by plastic laminate manufacturer.
6.4.3 INSTALLATION
A. Application of plastic laminate to various surfaces shall conform to all manufacturer's instructions
and shall to the satisfaction of the Owner.
B. At self edged surfaces, the flat top layer shall overlap the vertical surfaces and then corner edge
shall be routed smooth.
• C. Where plastic laminate is applied at Dining Area Walls, provide 1/4 inch expansion joints as
shown on Interior Elevations. All joints to occur behind seat backs.
D. DO NOT use edge trims or moldings for laminated plastic. All joints to be tight to adjoining
surface, except as noted above (paragraph C).
•
•
•
h:Ukendall\specs \div -6 6-8 Updated 5/17193
DIVISION 7 MOISTURE PROTECTION
SECTION 7.1 GENERAL
7.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 7.2 ROOFING AND MANSARD COVERING
7.2.1 SCOPE
A. Includes all materials, labor and accessories to complete the work specified on drawings.
B. Related items installed under other section.
1. Sheet metal
2. Mechanical, Electrical and Plumbing roof jacks.
C. Guarantee:
Contractor shall provide to the Owner a two (2) year written guarantee for all roofing against
defective workmanship and materials, and shall, upon notification, immediately correct any and
all defects that may occur.
7.2.2 MATERIALS -
NOTE: Contractor shall refer to plans for all roofing, eave /parapet details, and dimensions.
•
A. Flat Roof (Equipment Well):
1. Material: Roofing shall be a four (4) layer built -up type with a mineral cap sheet top layer
(grey finish color only) and shall have a "Class A" rating. All materials shall be delivered
in original packages bearing the manufacturer's label. All materials shall be from one of the
following manufacturers and shall conform completely with the manufacturer's
specifications:
a. GS Roofing Products
Spec No. A -4 -M -3
b. GAF Corporation
Spec No. I03 -MN
c. Manville Roofing Systems -
Spec No. 4 -GNC
2. Cant Strips: Provide 4" fibred cants at intersections of all abutting vertical surfaces,
parapets, etc.
•
h:Ukendall\specs \div -7 7 -1 Updated 9/20/93
l
3. Examination of Roof Surface: The roofing contractor shall examine the surfaces to be
roofed before commencing work, to see that they are in proper condition to receive this
work. Sheathing panels that have warped or curled shall be drawn down and renailed.
The Roofing Contractor shall see that the vent flashing, flashing and counter - flashings to
be furnished under other sections of these specifications, are in place and correct according
to plans and specifications. Flashings, curbs, and cants, shall be provided for all
penetrations. All pipes and conduits through the roof must be provided with roof jacks and
counterflashed.
The Roofing Contractor shall immediately notify the Owner in writing of any defective work
by others, that might prevent• him from properly performing his work in a first -class
workmanlike manner in accordance with this specification. He shall not proceed with any
work until such defects are remedied and the work approved by the Owner.
4. Metal Flashings: Securely install metal flashing or aprons of outlets, collars vents, pitch
pan /pockets, etc., in hot asphalt between the second and third layer of roofing plies.
5. Application of Roofing: Using base sheet, start with a 12" width. Following felts to be
applied full width, lapping each felt 2" over the preceding one. Nail the laps at 9" centers
and down the longitudinal center of each felt nail two rows of nails with rows spaced
approximately 11" apart and nails staggered on approximately 18" centers. Use nails or
fasteners appropriate to the type of deck. All nails or other fasteners are to be driven
through tin caps unless the nail or fastener has an integral flat cap no less than 1" across.
Starting at the low edge apply one 18" wide, then over that a full 36" wide intermediate
sheets. Following felts are to be applied full width overlapping the preceding felt by 19" in
such manner that at least 2 plies of felt cover the base felt at all locations. Install each felt
so that it shall be firmly and uniformly set, without voids, into hot (at EVT) asphalt applied
just before the felt at a nominal uniform rate of 23 lbs. per sq. (18 -25 range) over entire
surface. Prior to application, cut the cap sheet into handleable lengths (12' -18') and allow
to flatten. Starting at low edge apply one layer of the cap sheet, being sure to maintain 2"
side laps and 6" ends laps over the preceding sheets. Back -mop the cap sheet and flop
it into a full width mopping of asphalt (30 -40 lbs. per sq. total). The temperature of the
asphalt when applied must be such that, when the cap sheet is set into it, its temperature
is approximately 20 °F above the EVT.
6. Inspection: Cuts may be taken by the Owner for verification of installation. Roofing shall
be placed in strict accordance with manufacturer's recommendations and the local building
codes. Cuts taken by the Owner shall be patched by the Roofing Contractor at his own
expense.
The Roofing Contractor shall be held responsible for storing and protection of materials
stored on site and for proper protection for work done under these specifications until the
final acceptance of all work by the Owner. The Contractor shall protect adjoining work and
work of others from any damage to same.
B. Mansard Roof: Concrete /Clay Tile (when shown on plans):
1. Material:
Roofing shall be concrete /clay tile as noted on the Color /Material Schedule of the drawings.
See schedule for manufacturer, size, type and color.
h:\Ikendall\specs \div -7 7 -2 Updated 9/20/93
2. Underlayment:
Sweep roof sheathing surface broom clean. Lay two layers 30 lb. asphalt saturated roofing
felt; lapped minimum 4 inches horizontally with 6 inch end laps. Nail to secure
underlayment in place as code requires.
3. Nailing:
Use only large -head galvanized. Nails to be long enough to penetrate underside of
plywood roof sheathing. Do not drive nail heads into tiles. No nails shall be exposed.
4. Installation:
a. Installation of underlayment and tiles shall be in accordance with the instructions
published by the manufacturer and as detailed on the drawings.
b. All tile in contact with cement mortar shall be immersed in water for two (2) minutes
before setting and shall be solid grouted under tile.
c. Set all ridge and rake tiles in cement mortar (see drawings for details). Use natural
color cement, no colored cement mortar is permitted.
d. Contractor to additionally provide ten (10) each of field, edge, ridge and hip tile to be
left in roof well. Spread stacked tile to disperse load in back of parapet wall.
C. Mansard Roof: Metal roofing systems, (when shown on plans) refer to color schedule for type
color and manufacturer of the metal roofing system for the mansard roof.
1. Underlayment: Roofing Felt #30, asphalt saturated, Type II (class 2).
2. Roofing Materials:
a. All parts to be sheet steel, hot dipped galvanized and factory primed both sides.
b. Pans: 24 gauge, fabricated from sheets with each side turned up 1 - 7/16 ". Panels
to be 12" on center.
c. Trim Pieces: 24- gauge, consisting of starter strips, copings, ridge pieces, and
closures as required.
d. Finish: Shall be Duranar 200 Florpolymer paint as manufactured by PPG Industries,
to .8 mil thickness with 20 year color retention warranty.
•
3. Miscellaneous Materials:
a. Seam clips: Galvanized steel, 24- gauge.
• b. Box gutter shall be used where gutters are appropriate, and integral small sculptured
eave trim at eaves to allow overhang and avoid run off stains to building.
c. Anchoring devices, fasteners, etc.: As recommended by manufacturer. All exposed
• fasteners shall match roofing materials in color.
•
•
h: \Ikendall \specs \div -7 7 -3 Updated 9/20/93
r
d. Caulking, sealants, tape: As recommended by manufacturer.
4. Execution:
Preparation of Substrate
a. The installer must examine the surface condition of the substrate and the conditions
under which roofing work is to be performed, and notify the Contractor in writing of
unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions
have been corrected in a manner acceptable to the Installer.
b. Clean the substrate of projections and substances detrimental to the work.
c. Install cant strips and similar accessories as recommended by the prime materials
manufacturer.
d. Coordinate metal roofing with other adjoining work to ensure proper sequencing of the
entire work.
• 5. Installation:
General
a. Comply strictly with the instructions and recommendations of the metal roofing
materials manufacturer, except to the extent more stringent requirements are
indicated.
b. Performance: It is required that roofing work be watertight for normal weather
exposures, and not deteriorate in excess of normal weathering.
Installation of Underlayment
a. Comply with instruction of the primary materials manufacturer, and comply with the
requirements for guaranteeing by the manufacturer, including flashing endorsement.
b. Nailing: Fasten base sheets using not less than one nail per inch 1 - 1/3 square feet
with nails of the type required by the manufacturer for the type of deck.
Installation of Metal Roofing
a. It is intended that the positioning of the panels relate visually to other elements of the
building. Carefully lay out patterns and have layout approved by Owner prior to
installing seam clips.
b. After approval, install starter strips and pans with seam clips at 24" o.c. in both
directions, using galvanized or zinc - coated nails of sufficient length to penetrate
plywood roof sheathing.
c. Lay pans shingle fashion providing sufficient lap distance between pans to prevent
entry of water. (Used only for horizontal lap system).
d. Install top closures, ridge covers, coping pieces, and other required flashing pieces
using tape and sealants as recommended by manufacturer to provide a completely
watertight installation.
h:Ukendall\specs \div -7 7-4 Updated 9/20193
e. Touch up finish as required in the field with resin emulsion as previously specified.
D. Mansard Roof (Asphalt Shingle):
1. Material:
Roofing shall be fiberglass base, self - sealing, asphalt roofing shingle and shall conform to
ASTM D -3018, Type 1. Shingles shall be rated by Underwriters Laboratories as "Class A"
fire resistant and for wind resistance. See Color /Material Schedule for color. Select one
of the following:
a. Certain Teed: "Independence"
b. GAF Corporation, Timberline "Weathered Wood Blend"
c. Celotex: "Dimensional Ill"
2. Underlayment:
Sweep roof sheathing surface broom clean. Lay one layer 30 lb. asphalt saturated roofing
felt; lapped minimum 2 inches horizontally with 4 inch end laps.
3. Nailing:
Use only large -head galvanized or aluminum roofing nails. Nails must not be less than 12
gauge with 3/8" heads; nails to be long enough to penetrate underside of plywood roof
sheathing. Do not drive nail heads into shingles. No nails shall be exposed.
4. Installation:
Installation of underlayment and shingles shall be in accordance with the instructions
published by the manufacturer, and as detailed on the drawings..
SECTION 7.3 SHEET METAL
7.3.1 SCOPE
A. Includes all sheet metal formed sections, flashings, counterflashing, pitch pockets, diverters,
gutter, downspouts, gravel guards, special screens, and attic vents.
B. Does not include work covered in sections on plastering, plumbing, air conditioning, roofing and
miscellaneous metal.
7.3.2 MATERIALS
A. Flashing: ASTM A -93, 24 ga. standard zinc coated steel.
B. Solder: ASTM B -32 -60 at.
C. Downspouts: ASTM A -93, 24 ga. standard zinc coated steel.
D. Planter Box Liner: ASTM A -93, 16 ga. standard zinc coated steel.
h:Ukendall\specs \div -7 7 -5 Updated 9/20/93
E. Metal Wall Louvers: ASTM A -526 zinc coated steel. -
7.3.3 INSTALLATION
A. Flashing:
1. All joints in flashings, coping metal, roof platforms, and other metal work, shall be installed
using a synthetic Elastomer base caulking. All joints shall be set in caulking, pop- riveted,
and caulking then applied to exterior of joint. No other type sealants are permitted.
2. Hem all exposed edges of metal.
3. Flash all joints necessary for a watertight job whether specifically detailed or not.
4. All flashing to have one layer of 15 lb. asphalt felt under.
5. All work shall be done in accordance with the "Sheet Metal and Air Conditioning Contractors
National Association" standards.
B. Downspouts and G.I. Gutters:
1. All joints shall be soldered, close for a fully watertight job.
2. Hem all exposed edges of metal.
3. Downspouts shall conform to the details as shown on the drawings.
4. All work shall be done in accordance with the "Sheet Metal and Air Conditioning Contractors
National Association" standards.
C. 24" X 36" access door with neoprene weather seals. Doors shall be constructed of 14 gauge
steel and frame shall be of 16 gauge steel. Locking mechanism shall be 4 tumbler key- operated
lock. The following is the only approved manufacturer:
1. Acudor #LWT 2436 - Waterproof with keylock and neoprene seals - B.L. Wilcox, 7615
Baldwin Place, Whittier, CA 90608; (714) 522 -5382.
2. Karp #DSC - 214M - with keyed cylinder lock and waterproof gasket - Glendon Company,
14670 Firestone Boulevard, La Mirada, CA 90638, (714) 739 -0660.
D. Painting:
All painting and priming to be done by Painting Contractor.
E. Scheduling:
Sheet metal work will be scheduled so as not to detain other work.
F. Wall Louvers:
Size shown on elevations; slope 4" 22 ga. blades at 45 deg., provide integral water stops on
blades; 18 ga. channel shape frame with mechanically fastened corners; 18 x 16 mesh
aluminum screen in it's own frame screwed to main frame. Prime to receive finish by others.
h: \Ikendall\specs \div -7 7 -6 Updated 9/20/93
Acceptable Manufacturers: Airolite, Ventilouver, or Ruskin.
SECTION 7.4 INSULATION
7.4.1 SCOPE
Furnish and install building insulation as indicated on the construction documents.
A. Thermal insulation for all interior roof attic spaces and all exterior wall spaces.
B. Sound insulation for all interior wall spaces.
7.4.2 MATERIALS AND INSULATION
A. Fiberglass Noise Barrier Batts, unfaced with nominal thickness 3 -1/2 inches X 16 -1/8 inches to
fit framing. Select one of the following manufacturers:
1. Certain Teed Fiberglas
2. Manville Building Materials
3. Owens /Corning Fiberglas •
B. Thermal insulation at all exterior walls shall be R -13 "Kraft Faced" fiberglass. Thermal insulation
at roof attic shall be R -30 "Flame Resistant Foil Faced" (flame spread rating 25/50, ASTM E -84)
fiberglass. Thermal insulation on sloping ceiling shall be R -19 rigid insulation. Select one of the
following manufacturer's:
1. Certain Teed Fiberglass
2. Manville Building Materials
3. Owens /Corning Fiberglas
4. Celotex Thermax Insulation Board
C. All insulation bats shall be securely stapled to studs and /or roof structure sheathing. Insulation
in sloping ceiling shall be located where shown on plans and installed per manufacturer latest
printed specs.
SECTION 7.5 CAULKING AND SEALANT
7.5.1 SCOPE
Caulk all joints between masonry and wood, masonry and break metal, and all other dissimilar
materials.
7.5.2 MATERIALS
A. Polysulfides (1 or 2. part):
1. Pecora Sealants: Synthacalk #GENERAL CONTRACTOR -5
h:Mkendall\specs\div-7 7 -7 Updated 9/20/93
2. 3M Company: Weatherban
3. Morton Thiokol: LP Polysulfide Polymer
B. Silicone (Building Sealant):
1. Dow Corning: Silicone Sealer #795
2. General Electric: Silpruf Weatherproof Sealant
3. Kelly Moore: Kel -Patch #1115'
C. Silicone (Interior Sealant):
1. Dow Corning: Mildew Resistant #786
2. General Electric: Silicone Sanitary Sealant
7.5.3 APPLICATION -
A. Prime coat all surfaces designated by the manufacturer.
B. All caulking and sealants to be the proper material for the situation as determined by
manufacturer's suggest applications. Mixing and application of caulking compounds shall be in
accordance with manufacturer's current specifications.
C. Joints and spaces deeper than 1/4 inch shall be filled solidly with oakum to within 1/4 inch of
surface before caulking.
D. Apply caulking at joints around wood and metal frames attached to plaster or masonry finished
exterior walls, joints at exterior door sills and metal thresholds, and where not specifically
excluded, necessary to obtain complete weathertight construction.
E. Caulk solidly between door and window, frames, and abutting surfaces. Remove and caulk
molds not an integral part of door or window frames.
F. Set fixed doors, door stops, all exterior glass stops, sills and thresholds in a full bead of caulking
compound. Remove excess compound after sill or threshold is set.
7.5.4 FINISH
A. Finish all caulked joints with the proper tool and remove caulking compound from all adjacent
surfaces. Exposed caulking shall be free from wrinkles.
B. Exposed caulking shall be selected to match colors of adjacent finishes.
NOTE: Caulking bead shall be installed with a small uniform bead, smoothly finished, and
acceptable to the Owner. Any work unacceptable shall be removed and redone to an
acceptable condition.
•
SECTION 7.6 ROOF HATCH
7.6.1 SCOPE
•
h:Mkendall\specs \div -7 7 -8 Updated 9/20/93
Furnish and install roof hatch.
7.6.2 MATERIALS
Roof Hatch for ladder access - use one of the following:
1. 2'6" x 3'0" Bilco Type No. S -20, 14 gauge cover and curb, 22 gauge cover liner.
2. 2'6" x 3'0" Karp #KRHG -2, 14 gauge cover and curb, 22 gauge cover liner.
7.6.3 INSTALLATION •
A. Install per manufacturer's printed instructions.
B. Roof accessory items are to be installed so as not to detain other work.
SECTION 7.7 EXTERIOR INSULATION AND FINISH SYSTEM
7.7.1 SCOPE
A. Furnish and install all Polymer -Base EIFS for walls, cornices, copings, soffits, and accent
features as indicated on the construction documents. Specifications use Dryvit Outsulation
materials and methods throughout. STO /R -Wall or Thoro Wall "A" also acceptable. Modify as
required for manufacturer used.
B. Related Work Specified Elsewhere:
1. Substrates
•
2. Adjoining non - plaster surfaces
3. Expansion Joints*
4. Sheet Metal Fleshings
5. Backer Rods and Sealants /Caulkings*
6. Waterproofing /Damp- proofing
7. Signage
*Must comply with EIFS manufacturer's approvals.
7.7.1.1 QUALITY ASSURANCE
A. Manufacturer's Qualifications: Only manufacturers who provide all of the following are
acceptable suppliers for this project (Itemized Certificate of Compliance required):
1. Successful EIFS performance history over at least ten years in the geographical area of this
project.
2. Established on -going technical design /specification assistance to Architects /Engineers in
h:\Ikendall\specs \div -7 7 -9 Updated 9/20/93
this area.
3. Established on -going contractor /applicator training programs for at least ten years in the
area of this project.
4. Full -scale fire test reports and, documentation of ICBO Acceptance.
5. Resident Field Technical Service personnel.
6. Local inventory of EIFS products.
B. Applicator's Qualifications: Only applicators who provide all of the following are acceptable for
this project (Itemized Certificate of Compliance. required):
1. Licensed, Bonded, Insured (Documentation Required).
2. Successful performance history with EIFS over at least five years in the area of this project.
3. Trained and Approved /Listed by manufacturer for at least five years.
4. Established on -going training program for workmen, including manufacturer's training.
5. Pre - Application Conference attendance and periodic inspection of work in progress by
principal /officer of firm.
6. Three -year minimum warranty on workmanship.
7. Acceptable 128 sq. ft., or approved size, mock -up of finished system, may be incorporated
into project.
C. Pre - Application Conference: Approximately five - ten work days prior to scheduled start of EIFS
installation, schedule with general contractor and participate in an on -site review of Drawings,
Specifications, Manufacturer's Warranty requirements, and job -site conditions with the following
participants:
1. Owner's Representative.
2. Architect/Engineer.
3. General Contractor.
4. Subcontractors Responsible for:
a. Substrates
b. EIFS
c. Sealants /Caulkings
d. Flashings
e. Signage
5. Manufacturer's Representative /Agent.
• h:Ukendall\specs \div -7 7 -10 Updated 9/20/93
6. Independent Third -Party Inspectors, if involved.
NOTE: Do not hold questions, problems, or needs for clarification until the Conference; raise
them as they're identified.
D. Supervision /Inspection:
1. Provide continual daily supervision of working crew.
2. Secure daily inspection by General Contractor.
3. Provide periodic inspection by a principal /officer of the installing firm.
4. Secure inspection by the manufacturer's representative /agent as required for Warranty.
5. Provide independent third -party inspection services as required by the owner; fees for such
services to be excluded form base bid and paid directly by owner.
6. Secure Architect's /Engineer's Acceptance of completed work.
E. Substrate Protection:
1. Protect exterior gypsum board, plywood, and other "moisture- sensitive" substrate materials -
from exposure to adverse weather; replace all substrate materials evidencing adverse
effects of weathering. These are responsibilities of the General Contractor.
2. Protect unfinished areas of installed EIFS from exposure to adverse weather; ensure that
no water is allowed ingress or trapped behind or within the EIFS. These are responsibilities
of the General Contractor.
7.7.1.2 SUBMITTALS
A. Submit with bid proposal documentation of installing contractor's compliance with all criteria
under 7.5.1.1.
B. If other than listed manufacturers' products are proposed, submit, ten work days prior to bid date,
documentation of manufacturer's compliance with all criteria under 7.5.1.1, and complete
manufacturer's literature on, and samples of, each phase of system construction.
C. Submit, not less than 30 days prior to scheduled start of work, Shop Drawings of panelized
areas, expansion /control joints not detailed in Drawings, and /or other areas requiring off -site
fabrication or detail work by others; and also submit color /finish samples for Architect's final
selection.
7.7.1.3 DELIVERY, STORAGE. HANDLING
A. Deliver all materials in unopened manufacturer's packaging.
B. Deliver and maintain all materials free of damage /contamination.
C. Protect "wet goods" (products in pails) from temperatures below 35 degrees Fahrenheit and
above 110 degrees Fahrenheit/direct sunlight.
D. Handle, mix, and apply materials only as recommended by manufacturer.
h: \Ikendall\specs \div -7 7 -11 Updated 9/20/93
7.7.1.4 APPLICATION CONDITIONS
A. Apply all materials when ambient temperatures are 40 degrees Fahrenheit, or above, and rising,
but under 110 degrees Fahrenheit. OPTION: 'Tent" areas to protect from weather and provide
dry heat and air movement as required.
B. Apply all materials when rain forecast is zero percent for the next 24 hours. OPTION: "Tent"
areas to protect from weather.
C. Apply all materials when relative humidity is below 80 percent and expected to remain so, or
drop, over the next 24 hours. Application up to 90% RH may take place if wind velocity exceeds
7 -1/2 mph.
D. Apply all materials to substrate that is clean, dry, dust free, and otherwise suitable for covering.
7.7.1.5 WARRANTIES
A. Provide Manufacturer's five -year warranty within 45 days of substantial completion of project.
B. Provide installing firm's three -year warranty on workmanship within 30 days of substantial
completion of project.
C. Provide general contractor's three -year warranty covering substrate, sealant, flashings, and EIFS
installation within 30 days of substantial completion of project.
D. Receipt of all warranties is a prerequisite to final payment.
7.7.2 MATERIALS '
7.7.2.1 ACCEPTABLE MANUFACTURERS
A. Dryvit Systems, Inc.; Finestone; or STO -R Wall. -
B. Others pre - qualified under 7.5.1.1 and approved via Addendum.
7.7.2.2 ACCEPTABLE MATERIALS
A. Insulation Board (Thicknesses as shown):
1. "Outsulation" EPS Board, 1.50 -lb. min. density, max. size 2' x 4', max. Flame Spread 25.
2. "Hardisoffit Board" for soffits /storefront entry covers over 3' wide.
3. As pre - qualified and approved prior to bid. -
B. Adhesives:
•
1. "Adeps" (for EPS to plywood /OSB).
2. "Primus" and Portland Cement, Type 1 (for EPS to other substrates).
h: \Ikendall\specs \div -7 7 -12 Updated 9/20/93
C. Fasteners:
1. Wind -Lock "Wind - Devil" Fasteners.
2. Erico Aerosmith for concrete /masonry.
3. "Green Hornet" screws for "Hardisoffit" board.
4. As pre - qualified and approved prior to bid.
NOTE: Fasteners must penetrate at least 3/4" into structural materials.
D. Base Coats:
1. "Primus" (over "Outsulation" Board).
2. "Genesis" (option over "Outsulation" Board).
3. "Fastrak Sealer Primer ", & "Fastrak Joint/Base Compound or Primus NCB (over
"Hardisoffit" board).
4. As pre - qualified and approved prior to bid.
E. Mesh Reinforcement
1. "Standard /Detail" (for detail foam shapes and non - contact/inaccessible areas) 4.3 -5.3
ozs. /sq.yd.
2. "Panzer" and "Standard -Plus" (for medium -high contact areas) 2 -21.5 ozs. /sq. yd. and
6.0 -7.0 ozs. /sq. yd. respectively (typically full height of walls in accessible areas, unless
otherwise indicated on drawings).
3. "Corner Mesh" (for exposed outside corners in medium -to- high- impact areas).
F. Acrylic- Plaster Finisher(s), 100% Pure Acrylic- Copolymer Coating(s) with integral texture
aggregate and color:
1. Design Standard: "Quarztone" in "Dover Sky" for EIFS and "FASTRAK 500QP"
ELASTOMERIC FINISH in "Dover Sky" for Hardisoffit
2. Actual Finish and color selection by Architect no less than 30 days prior to start of Finish
application.
G. Accessories /Incidentals: As required.
7.7.3 APPLICATION
7.7.3.1 SITE EXAMINATION
A. Following Pre - Application Conference, but prior to actual start of work, examine site and surfaces
to verify suitability for commencing application.
h: \Ikendall\specs \div -7 7 -13 Updated 9/20/93
B. Alert General Contractor, Manufacturer, and Architect to any undesirable /adverse conditions.
Do not proceed until resolution is effected.
7.7.3.2 PREPARATION
A. Verify that products are those specified, undamaged, and otherwise acceptable.
B. Verify that surfaces to be covered are firm, clean, dry dust free, and otherwise acceptable.
C. Place protective coverings over adjoining surfaces /elements.
7.7.3.3 APPLICATION
A. Apply all materials in strict accordance with manufacturer's recommendations; maintain this
Section, Details /Shop Drawings, and printed manufacturer's recommendations, details, and
specification on site throughout duration of work.
B. Apply all materials in compliance with manufacturer's conditions precedent for warranty.
C. Perform all application under favorable conditions conducive to optimum long -term performance
of EIFS.
D. Provide uniform 3/4 inch wide joints for backer rods and sealants where indicated on Drawings
and /or determined in Pre - Application Conference.
E. Sand face of installed "Outsulation" board, rendering smooth and flat to within 1/4 in 8' in all
directions; use 8' straightedge to assure compliance.
F. Consider quantities of "wet goods" recommended by manufacturer as minimum quantities;
application of lesser amounts or amounts of any one layer thicker than 1/4 inch is not
acceptable.
G. Backwrap, coat, and finish all edges /interruptions as recommended /detailed by manufacturer;
use two layers of mesh on detail foam shapes in accessible areas.
H. Perform all work in a good workmanlike manner, detailing as required. Exercise measures
necessary to provide uniform finish free of cold joints, scaffold lines, and /or texture variation.
I. Coordinate through General Contractor such related items as caulking and flashing to ensure
weathertightness of exterior cladding assembly.
J. Use tools (including mixers) and application techniques /methods approved by the manufacturer
for this specific Project.
K. Clean up site and adjoining surfaces, leaving free of excess materials, packaging, and /or other
debris.
L. Secure required approvals /acceptances of completed work.
h: \Ikendall\specs \div -7 7 -14 Updated 9/20/93
•
DIVISION 8 DOORS, WINDOWS, GLASS
SECTION 8.1 GENERAL
8.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 8.2 METAL DOORS AND FRAMES
(SERVICE TYPE)
8.2.1 SCOPE
Furnish and install exterior metal doors and frames as indicated on the contract documents.
8.2.2 MATERIALS
A. Metal doors shall be 18 gauge galvanized steel, edge seams filled and ground smooth,
bonderized finished with . one coat baked on primer paint. Doors to be 1 -3/4 inch thick; see Door
Schedule on plans for width and height. Doors to be installed with flush top cap. Select one of
the following manufacturers:
1. The Ceco Corporation: "Imperial" flush doors
2. Republic Builders Products: "DE" Series doors
3. Steelcraft: "L -18" Series doors
B. Metal frames shall be 16 gauge galvanized steel, double rabbeted shape. Frames to be
bonderized finished with one coat baked on primer paint. Frames shall have a 2 inch face frame
and sized for 1 -3/4 inch metal doors. See Door Schedule for width and height dimensions; see
Architectural details for jamb depth dimensions. Frames to be furnished knock -down. Select
one of the following manufacturers:
1. The Ceco Corporation: "SF -34" Series
2. Republic Builders Products: "FE414" Series
3. Steelcraft: "F -16" Series
8.2.3 • INSTALLATION
A. Doors and frames shall be installed plumb, rigid and with all clearance accurately maintained.
See plans for details.
SECTION 8.3 WOOD DOORS (EXTERIOR)
8.3.1 SCOPE
Furnish exterior wood doors as indicated on the construction documents.
8.3.2 MATERIALS
h:\lkendall\specs \div -8 8-1 Updated 4/13/99
•
A. Wood entry doors shall be constructed of 1 -3/4" inch thick vertical grain Douglas Fir. Stiles shall
be 5 -1/2" with 5 -1/2" top rail and 10 -1/2" bottom rail. Provide 5 -1/2" lock rail for panic bar. Joints
to be rabbeted with top and bottom rails set with 12" long 1 /2" 9 dowel in each joint. Glass shall
be 1/4" thick tempered glass in bottom and top lites. Glass stops to be set to exterior of doors.
B. Wood french doors (when shown on plans) shall be 1 -3/4 inch" thick, exterior sash doors, design
#1501 of the Fir & Hemlock Association. Doors shall be constructed of Douglas Fir or Western
Hemlock, and shall conform to the minimum standards and details of FHDA #7 -79, "Standard
Grade." Glazing in door shall be clear tempered glass, conforming to local Building Department
requirements. See Door Schedule on plans for door width and height dimensions. Doors shall
be set in bead of waterproof roofing "mastic (Henry's or equal). NOTE: When required on the
drawings, doors shall be double glazed; glass configuration and design shall conform to the
requirements of Section 8.5.2 of this specification.
8.3.3 FITTING AND HANGING DOORS
Doors shall be accurately cut, trimmed and fitted to its frame and hardware, with allowance for
painter's finish and possible swelling and shrinkage.
A. After being back - primed all doors must be installed with the fixed glass stop facing the exterior
of the building.
B. The clearance at the lock, hanging stiles and top shall not exceed 1/8 inch; at bottom shall not
exceed 1/4 inch.
C. All arises shall be rounded to a 1/8 inch radius, and lock rail edges shall be slightly beveled.
D. The screws for hardware shall not be driven; pre -drill screw holes.
E. All doors shall operate freely, but not loosely without sticking or binding, and with all hardware
properly adjusted and functioning.
F. See Section 8.6 of this specification for Finish Hardware Specifications.
SECTION 8.4 DOORS AND FRAME (INTERIOR)
8.4.1 SCOPE
Furnish and install interior doors and frames as indicated on the Door Schedule, on the drawings.
8.4.2 MATERIALS
A. Doors shall be solid core, factory finished plastic laminate (HPDL) face with close grain
hardwood edges. Doors shall conform to Architectural Woodwork Institute "Custom Grade"
standards (section 1300 -S). All door edges to be factory finished to harmonize with plastic
laminate face. Plastic laminate to be nominal .050 inch HPDL, see Door /Finish Schedule on
plans for plastic laminate color.
B. Frames shall be 16 gauge cold - rolled steel, double rabbeted shape. Frames shall be factory ,
finished with one coat baked on primer paint. Frames shall have a 2 inch face frame and sized
• h:Ukendall\specs\div -8 8-2 Updated 4/13/99
for a 1 -3/4 inch solid core door. See Door Schedule for width and height dimensions; see
Architectural details for jamb depth dimensions. Frames shall be furnished knock -down. Select
one of the following manufacturers:
1. The Ceco Corporation: "DW34" Series
2. Republic Builders Products: "FH 416" Series
3. Steelcraft: "DW16" Series •
•
8.4.3 INSTALLATION
A. Doors and frames shall be installed plumb, rigid and with all clearance accurately maintained.
See plans for details.
B. Clearance at the lock, hanging stiles and top shall not exceed 1/8 inch; at bottom shall not
exceed 1/4 inch, unless undercut for relief air.
C. All door arises shall be rounded to an 1/8 inch radius, and lock rail edges shall be slightly
beveled.
D. The screws for hardware shall not be driven; pre -drill all screw holes.
E. All doors shall operate freely, but not loosely without sticking or binding, and with all hardware
properly adjusted and functioning.
F. See Section 8.6 of this specification for Finish Hardware Specifications.
SECTION 8.5 GLASS, GLAZING AND STOREFRONT
8.5.1 SCOPE
A. Furnish and install all glass, glazing, cash window, and drive -thru pass-out window, entry doors,
and window framing sections; complete, including all hardware, gaskets, sections and
accessories.
B. Field conditions: Verify drawing dimensions with actual field conditions. Inspect related work
and adjacent surfaces. Report all conditions which prevent proper execution of this work to the
Owner.
C. Warranty: Sealants and storefront sections installed in conjunction with work of this section shall
be warranted for a time period of two years from date of installation.
8.5.2 MATERIALS
A. Glass shall be of the dimensions as indicated in the Window Schedule on the drawings; verify
size with accurate field framed opening. All glass shall conform to the following specifications
and manufactured by one of the following companies:
1. Ford Glass
2. LOF Glass
3. PPG Industries
•
h: \Ikendall\specs\div -8 8 -3 Updated 4/13/99
•
a. Float (plate) Glass: Shall be 1/4 inch thick, clear glazing quality float glass and shall
meet the requirements of Federal Specification DD -G -451 D. See plans for location.
b. Tempered Safety Glass: Shall be 1/4 inch thick, clear glass and meet the quality and
strength requirements of Federal Specifications DD- G- 1403B. All tempered glass
must show permanent identification. See plans for location.
c. Double (Insulated) Glazing: Where required on the drawings, 3/4" thick double glazed
(this represents total glass thickness including air space), insulated glass shall be
installed at all locations specified on the Window Schedule. Glazing units shall be
assembled as follows:
1. Exterior Lite: 1/4" thick, clear glass.
2. Air Space: 1/4" thick. NOTE: If muntins are shown on plans, they shall be 1/2"
wide x 1/4" thick aluminum and shall be powder - coat painted. Pattern and color
as shown on drawings.
3. Interior Lite: 1/4" thick, clear glass.
Glazing units shall be factory fabricated /sealed with dry air. See Window Schedule •
for glass type (float or tempered safety glass).
B. Aluminum Storefront System (when shown on plans)
1. Storefront aluminum to be stock sections and sizes as detailed on plans. Approved
suppliers are Kawneer Company or U.S. Aluminum. No other suppliers are acceptable.
2. Entry doors to be Kawneer, Paneline, Series 350, medium stile. See plans for color.
•
3. Break shapes: When shown on plans.
4. Weathering: Door frames shall be equipped with door stop Sealair Weathering. Air
infiltration shall not exceed 0.50 CFM per lineal foot of perimeter crack when tested at 1.567
PSF.
5. Doors to be supplied as follows:+
•
•
FOR USE WITH ALUMINUM STOREFRONT ONLY
*Quantity Item /Description Manufacturer Finish
h:Ukendall'specs\div -8 8-4 Updated 4/13/99
Door #1 (Exit from Dining)
1 30 X 70 X 1 -3/4 GL X AL Kawneer See Plans
Paneline #230 - 607 -23 -350 Butt Hung
(Hinges & Cylinder Lock included)
Manufactured complete with the following:
1 38 -728 10" Bottom Rail Kawneer Match Door
1 35 -665 LCN Closer #4040 ....Kawneer Aluminum
1 35 -671 LCN Adap Plate Kawneer Aluminum
1 33 -051 CO -9 Pop -Pull Kawneer Clear Anodized
1 35 -562 Threshold Kawneer Aluminum
(Maximum Height' ")
1 200 -799 Sweep Kawneer Match Door
1 91 -167 Floor Stop Kawneer Dull Chrome
Door #13 (Dining to Playground)
1 30 X 70 X 1 -3/4 GL X AL Kawneer See Plans
Paneline #230 - 607 -23 -50 Butt Hung
(Hinges and Cylinder Lock included)
NOTE: BOTTOM DOOR SECTION TO BE ALUMINUM IN LIEU OF GLASS.
ALUMINUM TO MATCH DOOR COLOR.
Manufactured complete with the following:
1 38 -728 10" Bottom Rail Kawneer Match Door
1 35 -665 LCN Closer #4040 ....Kawneer Aluminum
1 35 -671 LCN Adap Plate Kawneer Aluminum
1 33 -051 CO -9 Pop -Pull Kawneer Clear Anodized
1 35 -562 Threshold Kawneer Aluminum
Maximum Height 1/2")
1 200 -799 Sweep Kawneer Match Door
1 91 -167 Floor Stop Kawneer Dull Chrome
1 20 -125 Flat Sheet Kawneer Match Door
Door #14 (Dining to Vestibule)
1 30 X 70 X 1 -3/4 GL X AL Kawneer See Plans
Dummy Paneline #231 - 107 -23 -350
(Hinges included - No Lock Required)
Manufactured complete with the following:
1 38 -728 10" Bottom Rail Kawneer Match Door
1 35 -665 LCN Closer #4040.... Kawneer Aluminum
1 35 -671 LCN Adap Plate Kawneer Aluminum
1 33 -051 CO -9 Pop Pull Kawneer Clear Anodized
1 91 -167 Floor Stop Kawneer Dull Chrome
'It is the Contractor's responsibility to count the number of doors and the number of other
miscellaneous hardware items that should be ordered for each individual job.
6. Aluminum Finish (Excluding doors - see plans for door finish): Color to be #17 clear
h:\lkendall\specs \div -8 8-5 Updated 4/13/99
anodized. All aluminum finish to be Architectural Class I, 0.7 mil thickness and 32 mg.
coverage per square inch.
7. Set thresholds in mastic bed and secure to floor with matching counter -sunk screws in
expansion shield. Thresholds shall have end sections with mitered corners, set tight to
exterior concrete walks, and shall extend to the outer edges of the door jambs. Notch as
necessary around jambs.
8.5.3 PROTECTION
All aluminum sections and glass shall be wrapped in plastic or covered with suitable material at time
of installation to prevent plaster and other foreign matter from adhering or damaging the material.
8.5.4 INSTALLATION
A. Use only mechanics skilled at their trade.
B. Installation to be in accordance with manufacturer's printed instruction.
C. Bed all glass in aluminum sections in neoprene gaskets of same manufacturer as sections.
Glass to be guaranteed not to rattle.
D. Broken, scratched or defective glass will be replaced at no cost to the Owner.
E. All glass and glazing to conform to requirement of the local Building Code, with respect to
allowable areas, wind loads, glazing, etc. Tempered glass must be installed per Building Code
standards and requirements.
F. Before setting glass in wood stops a continuous full bead of silicone caulk will be applied to the
stop. The glass shall then be pushed into the silicone and then the applied stops will be
installed.
8.5.5 SLIDING PASS -THRU WINDOWS
A. Manual sliding windows to be Horton Automatics #8900 manual sliding window - phone
(800)531 -3111. Sliding windows to be ordered complete with a limit switch to operate the fly fan.
This sliding window is to be ordered without a sill.
B. All metal frame members to be finished "clear" anodized aluminum color.
C. See plans for size and location of window.
D. Window and frame assembly to be installed per manufacturer's instructions.
E. Sliding window to operate freely and to the complete satisfaction of the Owner. Min. slide
opening 18" x 23 ".
SECTION 8.6 FINISH HARDWARE
8.6.1 SCOPE
h: \Ikendall\specs \div -8 8-6 Updated 4/13/99
A. Furnish and install all finish hardware•and toilet accessories as per hardware specifications.
B. Hardware installation includes but is not limited to the following:
1. Hardware for all doors (excluding aluminum /glass storefront doors).
2. Door stops as required (excluding aluminum /glass storefront doors).
3. Toilet Room and Kitchen accessories as scheduled and indicated on plans.
8.6.2 SUBMITTALS
A. All hardware shall be exactly as specified. No substitutions will be allowed.
B. Supplier will furnish all necessary blueprints, templates and other detailed information as
necessary relative to the hardware installation.
8.6.3 INSTALLATION
A. Install all hardware in accordance with manufacturer's recommendations.
B. Carefully fit hardware before painting, remove prior to and reinstall after painting is complete.
C. Provide and install solid backing as required for mirrors, accessories, grab bars, etc.
D. - Set thresholds in mastic bed andsecure to floor with matching counter sunk screws in expansion
shield or by other approved methods.
E. Mount all door closures parallel to door - not perpendicular.
8.6.4 HARDWARE GENERAL NOTES
A. All locks to be keyed alike. Keys shall be delivered to the Owner.
B. All surface mounted door closers to be installed with sex bolts. Heads shall be painted to match
adjacent surface finish.
C. Contractor shall check hardware specifications for all toilet accessories which are recessed.
•
h: \Ikendall\specs \div -8 8 -7 Updated 4/13/99
HARDWARE SPECIFICATIONS
*Quantity Item /Description Manufacturer Finish
WHEN PLANS CALL FOR WOOD ENTRY DOORS
Door #1 (Exit from Dining)
30 X 68 X 1-3/4 WD x WD
1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley Satin /Chrome
4.5 X4NRP
1 Panic Device #8701 Adams Rite Aluminum
(Rim Strike)
1** Cylinder 1 E72 -S2 -RD Best Lock Satin /Chrome
1 Closer 1461 SNB Delayed Action...LCN Aluminum
1 Floor Stop 119ES Quality Satin /Chrome
1 Kick Plate 48 8" X 34" Quality Lacquer Sprayed Alum.
1 Threshold 271A MSA Pemko Aluminum
1 Sweep 321 AN 36" Pemko Aluminum
1 Push /Pull Plate 4510 4" X 16" Quality Aluminum
•
h:Ukendall\specs \div -8 8 -8 Updated 4/13/99
*Quantity Item /Description Manufacturer...Finish
WHEN PLANS CALL FOR ALUMINUM ENTRY DOORS
•
Door #1 (Exit from Dining)
30 X 70 X 1 -3/4 GL X AL
See Glass, Glazing and Storefront specification, Section 8.5.2, Paragraph B,
Item #5.
Door #13 (Dining to Playground)
1 30 X 70 X 1 -3/4 GL X AL
See Glass, Glazing, and Storefront specification, Section 8.5.2, Paragraph B,
Item #5.
Door #14 (Dining to Vestibule)
30 X 70 X 1 -3/4 GL X AL
See Glass, Glazing, and Storefront specification, Section 8.5.2, Paragraph B,
Item #5.
h:Ukendall\specs \div -8 8-9 Updated 4/13/99
*Quantity Item /Description Manufacturer Finish
I REMAINING FINISH - HARDWARE
Door #4 (Delivery Door)
40 X 70 X 1-3/4 HM X HMF
1 -1/2 PR. Hinges FBB168 (Ball Bearing) Stanley Satin /Chrome
4.5 X 4.5 NRP
1 * ** Alarm System 4000 Monitor Aluminum
1 Closer 1461 SNB Delayed Action..LCN Aluminum
1 Floor Stop 119 ES Quality Satin /Chrome
1 (NOTE) Panic Device #8701 Adams Rite Aluminum
(Rim Strike)
1 Sweep 321 AN 48" Pemko Aluminum
1 Kick Plate#48 12" x 46" .050 -630 ..Quality Satin /Stainless
1 (NOTE) Door Scope Premier Unitd ....Aluminum
NOTE: IF ONE -HOUR DOOR, PANIC DEVICE TO BE #3701 AND PEEPHOLE TO
BE PEEK -O MODEL #595, COLOR TO BE BRUSHED ALUMINUM. ALL
OTHER TO REMAIN THE SAME
Door #5 (Water Heater)
24 X 70 X 1-3/4 HM X HMF
1 -1/2 PR. Hinges FBB179 4.5 X 4.5 NRP Stanley Primed
1 Dead Bolt B560X12- 070X10- 087...Schlage Satin /Chrome
1 Sweep 321 CN 24" Pemko Aluminum
1 Pull Plate 4510A 4" X 16" Quality Aluminum
Door #6 (Pair) (Electric Room)
60 X 80 X 1-3/4 HM X HMF
4 PR. Hinges FBB179 4.5 X 4.5 NRP Stanley Primed
1 Dead Bolt B560X12- 070X10- 087...Schlage Satin /Chrome
2 Door Holders GJ 76M Glynn Johnson ..Aluminum
2 Sweep 321 CN 36" Pemko Aluminum
1 Foot Bolt 1055 - 6" Stanley Zinc
1 Chain Bolt 1056 - 6" Stanley Zinc
1 Pull Plate 4510A 4" X 16" Quality Aluminum
h: \Ikendali\specs \div -8 8 -10 Updated 4/13/99
Door #7 (Vestibule from Restroom)
30 X 68 X 1-3/4 WD X HMF
1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley Satin /Chrome
4.5 X 4.5
1 Push Plate #40 4" X 16" Quality Aluminum
1 Pull Plate 4510A 4" X 16" Quality Aluminum
1 Kick Plate #48 8" x.34" Quality Aluminum
1 Closer 1461 SNB Delayed Action ..LCN Aluminum
1 Wall Stop W302 TB Quality Satin /Chrome
Door #8 (Crew Room)
30 X 68 X 1-3/4 WD X HMF
1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley Satin /Chrome
4.5 X 4.5
1 Privacy Lock D40S Rhodes Schlage Satin /Chrome
1 Wall Stop W302 TB Quality Satin /Chrome
Door #9 (Office)
30 X 68 X 1-3/4 WD X HMF
1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley Satin /Chrome
4.5 X 4.5
1 Keyed Lock D53PD Rhodes Schlage Satin /Chrome
1 Wall Stop W302 TB Quality Satin /Chrome
1 Door Scope Premier Unitd ....Aluminum
Door #10 (Storage Room)
26X68X1 -3 /4WDXHMF
1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley Satin /Chrome
4.5 X 4.5
1 Dead Bolt
B560 X 12 -070 X 10 -087 Schlage Satin /Chrome
1 Wall Stop W302 TB Quality Satin /Chrome
1 Pull Plate 4510A 4" X 16" Quality Aluminum
•
h:Ukendall\specs \div -8 8 -11 Updated 4/13/99
RESTROOM ACCESSORIES
Item/Description Manufacturer Finish
Hand Dryer Model A World Dryer * * ** White Enamel
Seat Cover Dispenser B221 Bobrick Stainless Steel
Napkin Disposal B353 Bobrick Stainless Steel
Grab Bar B490 - 36" Bobrick Stainless Steel
Grab Bar B490 - 42" Bobrick Stainless Steel
Mirror #B165 18" X 30" Bobrick Stainless Steel
Towel Dispenser B262 Bobrick Stainless Steel
Trash Receptacle B -279 Bobrick Stainless Steel
*It is the Contractor's responsibility to count the number of doors and the number of other miscellaneous
hardware items that should be ordered for each individual job.
* *Cylinder lock - one required and to be placed on right -hand door of double entry door.
** *Alarm System available from R.B. Enterprises, (209) 348 -1722, Attn: Bob Barr.
* ** *Surface mounted with revolving nozzle.
•
•
h:Ukendall\specs \div -8 8-12 Updated 4/13/99
DIVISION 9 FINISHES
•
SECTION 9.1 GENERAL
9.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 9.3 GYPSUM WALLBOARD
9.3.1 SCOPE
Includes all labor, materials and appliances for the installation of gypsum wallboard as shown on the
plans. Also includes metal framing, when shown on plans. See Section 5.4.
9.3.2 ' MATERIALS
All materials to be manufactured by one of the following manufacturers only:
1. Flintkote Gypsum Board
2. Gold Bond Gypsum Wallboard
3, United States Gypsum
•
A. Gypsum Panels:
All gypsum panels and accessories shall be the product of one manufacturer, shall be tapered
edge and shall be in lengths as long as practicable.
B. Interior Panels:
Shall be 5/8" thick and shall conform to the requirements of ASTM C -36. When shown on plans
and required by governing authorities, panels shall be 5/8" thick type "X ", sheetrock firecode
gypsum panels.
C. Interior Waterproof Panels:
Shall be 5/8" thick sheetrock water /moistures resistant gypsum panels. Install in accordance
with I.C.B.O. Report No. 2240 and conform to ASTM C -630.
D. Joint Treatment Materials:
1. Joint tape: Perforated, spackled, ASTM C-474-61T.
2. Edge reinforcing and accessories: See section E of 9.3.2.
3. Joint Compound: as recommended by gypsum panel manufacturer.
E. Metal Accessories:
1. Corner reinforcing: galvanized steel external corner reinforcement with 1 -1/4 inch wide
fine -mesh expanded flanges.
2. Edge reinforcing /trim: galvanized steel reinforcement
h:Ukendall\specs \div -9 9 -1 Updated 4/13/99
with a 1 -1/4 inch wide fine -mesh expanded flange, L- shaped trim, 5/8 inch size.
F. Fasteners:
1. Nails: Cooler nails, size as required.
2. Screws: 1-1/4" type "W ", and Type "C ".
•
9.3.3 APPLICATION
A. Examine surfaces on which drywall is to be applied for defects or misaligned framing. Do not
start work until such defects are remedied.
B. Refer to manufacturer's printed instructions for application of various materials.
C. All joints shall be closed with perforated tape imbedded in joint compound with the three coat
method, sanding after each coat. Nail heads shall be spotted with joint cement and sanded
smooth.
D. All exposed and painted gypsum board shall be finished with a medium "Orange Peel" texture.
E. Install water /moisture resistant gypsum board at the following wall locations:
1. at all ceramic wall tile
2. at all Scullery walls
3. at all walls surrounding water heater
4. at all walls surrounding mop sink
F. At all waterproof panels, apply water resistant sealant to all cut edges and nail heads.
G. Metal reinforcing /trim shall be installed as detailed on the drawings. Corner reinforcing shall be
installed full height at all external gypsum board corners.
9.3.4 INSPECTIONS
When required by building officials, wallboard nailing to be inspected before joint tape is applied.
SECTION 9.4
•
PAINTING
9.4.1 SCOPE
Includes all interior and exterior painting of building as specified and scheduled; including all on site
accessories, trash enclosure gates, exposed piping, exposed conduits, etc., and sealing (where
required) of masonry. Includes furnishing and installation of vinyl wall coverings.
9.4.2 SAMPLES
The Owner may require several color samples of paint on material which it is to be applied without
additional compensation.
9.4.3 STORAGE
h: \Ikendall\specs \div -9 9-2 Updated 4/13/99
The painter shall store all materials and equipment in a room assigned for that purpose. Precautions
shall be taken to reduce the fire hazard. The room shall be left clean and in good condition.
9.4.4 'PROTECTION OF WORK
Furnish and lay drop cloths or do any necessary masking on all areas where painting is being
performed. All surfaces not to be painted or stained shall be free from drips or over - spray.
9.4.5 MATERIALS
Paints, stains and varnishes shall be as specified and as described on the Color /Material Schedule.
The following approved manufacturers may be substituted for specified manufacturers as shown on
Color /Material Schedule. It is the Painting Contractors responsibility to ensure any substituted
manufacturer's materials matches specified material's color, tint, sheen, and application. In the event
that non - standard or custom colors are 'specified on the plan sheet finish schedule, the painting
contractor shall be responsible to match those colors with the specified paint brand in the same
manner as outlined above for standard colors.
A. Paint Manufacturers:
1. Behr Paints
•
2. Dunn - Edwards Paints
3. Frazee Industries, Inc.
4. Glidden Coating Systems
5. Pittsburgh Paints
6. Pratt & Lambert Paints
7. Sherwin- Williams Company
8. Sinclair Paints
9. Vista Paint
B. Stain:
1. Behr Stains
2. Olympic Stains
•
3. Pittsburgh /Rez Stains
4. Pratt & Lambert Stains
5. Sinclair Paints /Stains
C. Anti - Graffiti Paint and Clear Finish (when noted on plans):
1. Manufacturer
A. Design is based on products manufactured by Dunn - Edwards Corporation, Los
Angeles, CA (213) 771 -3330.
B. Materials shall be the product of one manufacturer and shall be either the ones upon
which the design is based or the products of a manufacturer accepted in advance in
accordance with Section 01630.
2. Materials
A. Pigmented
h:Ukendall\specs \div -9 9 -3 Updated 4/13/99
1. Sealer W 709 EFF -STOP
2. Finish Coat: Dunn Edwards T59 -90, 340 VOC, a two -part aliphatic urethane
polyester based mixture. Color pigment shall be factory mixed in the aliphatic
urethane.
a. Color shall be selected by the Owner or Landscape Architect from the
manufacturer's full line of standard colors.
b. Coatings shall have been tested in accordance with the manufacturer's
printed literature.
c. Anti - graffiti coatings shall be easily cleanable with Gramover or graffiti
cleaners without requiring recoating.
B. Clear Finish
1. Sealer W 709 EFF -STOP
2. Finish Coat: W 701 EVERSHIELD
3. Clear Finish Coat: Dunn Edwards T59 -90, 340 VOC, a two part aliphatic
urethane polyester based mixture.
9.4.6 PREPARATION OF SURFACES
A. Report any unacceptable surface to the Owner. Do not proceed until such surfaces are
acceptable. Upon failure to so report, painting contractor shall make good all defects and
damages arising therefrom at no cost to the Owner.
B. All exterior wood siding, trim and exposed plywood siding shall be back and edge primed prior
to application of wood material to building surface.
C. All surfaces regardless of material or condition of priming coats applied by others, shall be
properly prepared for the work.
D. Remove all foreign matter from steel and iron. Clean and sand smooth, all chipped or abraded
places that have been shop coated.
E. Putty all screw and nail holes or other indentations with a knife after priming of first coat.
F. All surfaces shall be sanded between coats, except re -sawn or textured wood.
G. Where required by governing authorities, all wood finishes shall be fire- treated to authorities'
standards before applying finish paint or stain.
9.4.7 APPLICATION
A. General:
1. All materials shall be mixed and applied in accordance with the manufacturer's
recommendations.
h: \Ikendall\specs \div -9 9-4 Updated 4/13/99
•
2. All surfaces to be dry, free of dust, wax, oil, or other foreign materials.
3. A minimum of three (3) coats of paint or varnish are to be applied to each surface except
where noted otherwise. All coats of paint are in addition to shop coat or sealer.
4. Each coat of paint shall be a different color tint. See Finish Description for colors and stains
to be used.
5. Finish on all interior of wood trim shall be as specified under "Interior Wood Trim ", and
where required shall have a smooth satin finish as per sample on file at the Owner's office.
6. Use only enamel on metal. No'vinyl or latex paints will be permitted on metal surfaces.
7. Any projections of equipment beyond the top of the roof parapet shall be painted same color
as parapet G.I. cap strip.
8. All painting shall be done in a first -class manner, and proper number of coats applied as
per this specification.
9. Do not apply during foggy or rainy weather, when surface is damp or when temperature is
likely to drop below 50 ° F. Avoid painting surfaces exposed to hot sun.
10. Properly prepare surface to receive paint per manufacturer's recommendations.
B. Interior surfaced wood trim (stained):
1. Apply one (1) coat semi - transparent stain (if shown on plan).
2. Apply one (1) coat clear -seal primer.
3. Apply two (2) coats of Satin Finish Urethane, and sand smooth between each coat. (Finish
shall be a dull sheen.) No gloss urethane or varnish will be acceptable.
C. Interior surfaced wood trim (painted):
1. Apply prime coat.
2. Apply two (2) finish coats. See schedule for type. .
D. Interior saw - textured planking: (where applicable)
Brush apply one (1) coat semi - transparent stain, or as specified in Color /Material Schedule.
Apply urethane where called for on Color /Material Schedule.
E. Exterior surfaced and rough sawn wood:
Apply two (2) coats oil base semi -gloss paint unless otherwise noted on plans. Color as shown
on plan.
NOTE: All exterior wood trim, siding and exposed plywood siding shall be back and edge primed
prior to application of wood material to building surface. .
h:UkendaII specsldiv -9 9 -5 Updated 4/13/99
F. Exterior wood doors and hollow metal doors and frames:
1. Apply prime coat.
NOTE: Backprime all edges, top, bottom and exterior faces and clear prime interior face.
2. Apply three (3) finish coats. See schedule for type.
G. Gypsum board sealer:
1. Apply two (2) coats of oil base sealer to all gypsum board which receives laminated plastic
or vinyl wall fabric. (No latex sealers are permitted.)
H. Exterior Masonry:
When called for on the drawings and shown on Material Schedule of plans, paint masonry and
trash enclosure with one (1) roller or brush applied coat of commercial grade block filler prior to
receiving the two (2) finish coats of exterior paint. This requirement shall also include the interior
of the trash enclosure. Where masonry is specified to be sealed, sealer shall be as specified
per Section 9.4.9 of this specification.
I. Interior & Exterior ferrous metals:
1. Wash surface with mineral spirits to remove dirt and oil.
2. Where shop coat is abraded, spot prime with rust inhibitive paint.
3. Apply one (1) prime coat.
4. Apply two (2) coats semi -gloss enamel. See Elevations and schedule for type.
J. Interior and Exterior galvanized metals:
1. Apply one (1) coat Rust - Oleum. Galvinoleum, 3202 undercoat (clear blue tint).
2. Apply two (2) coats finish, no less than one hour or more than 24 hours after application of
primer. See Schedule for type.
K. Interior gypsum board:
1. Apply one (1) coat primer - sealer.
2. Apply two (2) coats finish. Use stipple finish on all painted gypsum board surfaces. See
• Schedule on plans for color and type.
L. All wood and metal door frames, shall be painted or stained to match adjacent door face or as
specified on the Door and Window Schedules. See painting specifications for type and number
of coats.
M. Exterior Masonry:
1. Apply two (2) coats semi -gloss paint.
•
•
h:\Ikendall\specs \div -9 9 -6 Updated 4/13/99 .
9.4.8 WORKMANSHIP
A. Work shall be performed by skilled mechanics.
B. Finished surfaces shall be free from blemishes.
C. Where any defective surfaces occur, recondition the area until a proper finish is obtained and
is approved by the Owner. No additional compensation shall be granted for the correction of
unsatisfactory work.
9.4.9 _ MASONRY WATERPROOFING
All building and trash enclosure masonry shall be sealed with "Aridsil" Silicone wall coating, as
manufactured by Anti -hydro Water - proofing Company, or Thompsons Water Seal Heavy Duty #201,
per manufacturer's latest printed instructions. Sealer shall be flood coated, so that when water is
placed against masonry, no moisture will penetrate the masonry. All water shall freely run off all
masonry work. Where masonry is painted, waterproofing /sealing is not required.
9.4.10 EXTERIOR AND INTERIOR PAINTING SCHEME
See interior and exterior elevations and Color /Material Schedule for materials and locations, as
scheduled on the plans.
NOTE: All hardware shall be removed prior to any painting and reinstalled after painting is
complete.
9.4.11. VINYL WALL COVERING
A. Vinyl Wall Coverings: Where shown on plans, furnish and install vinyl wall covering of the type
and color shown on Color /Material Schedule.
B. Adhesive: Use adhesive recommended by vinyl wall covering manufacturer.
•
C. Installation
1. Determine that all surfaces to receive vinyl wall coverings are sound, dry, clean and free
from defects which could affect quality of finished work.
• 2. Wall covering to be installed so all seams match and bottom horizontal edge occurs under
wood trim or chair rail.
3. Mix paste thoroughly and apply to back of material with roller or brush in a thin even coat.
4. . Smooth fabric to hanging surface with stiff bristled sweep brush or a flexible broad knife to
eliminate air bubbles and insure adhesion.
SECTION 9.5 TILE WORK
9.5.1 SCOPE
Includes all labor, material and equipment required to furnish and install all quarry tile, tile pavers,
glazed ceramic tile and other tiled surfaces.
9.5.2 MATERIALS
h: \Ikendall\specs \div -9 _ 9-7 Updated 4/13/99
NOTES:
1. Quarry tile and tile pavers is not to exceed moisture absorption limits of Federal
Specification #SS- T -308b. Moisture absorption determination by ASTM C -67 absorption
test.
2. Upon final completion of job, tile contractor shall provide the Owner with 50 additional
pieces of each tile used on the floors and walls. Cartons shall be sealed and labeled,
indicating make and color of tile.
A. Quarry Floor and Base Tile:
Tile shall be 6" X 6" X 1 /2" size with 6" high bullnose top and 3/8" cove at base tile. Tile shall have
an abrasive /slip resistant finish in all traffic areas. All proper trim and corner pieces shall be
used. All materials (floor, base and trim) to be manufactured . by one of the following
manufacturers only:
1. American Olean
2. Mid -State Tile
3. Quamagra
4. Summitville
5. Dal Tile
B. Decorative Floor Tile and Base:
Tile shall be as indicated on drawings, see Material Schedule, with 6" high bullnose top and 3/8"
cove at base tile (sanitary cove base). All proper trim and corner pieces shall be used. All
materials (floor, base and trim) shall be of the same manufacture.
C. Glazed Ceramic Tile (Wall tile):
Ceramic tile shall be fully glazed wall tile. All proper trim and corner pieces shall be used. Size,
color and manufacture as indicated on drawings, see Material Schedule. All ceramic tile trim
pieces, bull nose and cove pieces, shall be of the same nominal dimension as the tile to be
trimmed.
D. Adhesives:
1. Ceramic Tiles: Tile -Mate Thin -Bed Mortar, TCA formula #763, as manufactured by the
Upco Company, Cleveland, Ohio.
2. Quarry Tile and Pavers: Tile -Mate Thin -Bed Mortar, TCA formula #759, as manufactured
by the Upco Company, Cleveland, Ohio.
E. ' Grout:
. 1. Quarry tile and tile pavers to be grouted with quarry type (wet) sanded grout.
2. Ceramic tile to be grouted with ceramic grade, non - sanded (dry) grout.
h: Ikendalllspecs\div -9 9 -8 Updated 4/13/99
3. All tile grout shall be the color as noted on the Color /Material Schedule.
Grout coloring shall be manufactured by one of the following:
a. Custom Color Grout
b. UPCO /Emhart Corporation
F. Cleaning:
•
Before acceptance of building by the Owner, all quarry tile floors must be thoroughly cleaned
with acid wash, sealed with "Bishop Fine Floor Finish Sealer" and shall be purchased from
Bishop's Sanitary Supply, 1137 W. Chapman, Orange, CA 92668, (714) 538 -2066.
NOTE: This must be done prior to the final inspection. Floor sealer shall be applied and
immediately wiped dry. Do not allow surplus sealer to remain on tile.
G. Water:
From a potable source.
9.5.3 INSTALLATION
A. Tile:
1. Quarry Tile and Decorative Tile: Install using thinset method over concrete slab.
NOTE: At tile floors in kitchen areas (Serv. Area #102, Prep. Area #103, Dry Stor. #104,
Scullery #105) all tile in traffic areas to have an abrasive slip - resistant finish.
2. Ceramic Tile: Install using a thinset method over water - resistant gypsum board.
3. All tile shall be fully bedded in adhesive. Any floor or wall tile, with hollows, shall be
replaced with full bed setting.
4. All internal and external corners of quarry tile base, and /or ceramic base and wall tile, shall
be installed using factory formed internal and external corners.
5. • All boxed tile shall be thoroughly mixed before installing to attain random color blend from
the different manufacturer's runs.
6. Ceramic wall tile shall be installed after the quarry tile cove base and shall be laid out in
such a manner that the top and bottom tiles shall be scribed to follow any variation in the
• ceiling or floor, respectively. Quarry base tile SHALL NOT be installed over ceramic wall
tile.
•
7. All inside corners on ceramic tile walls will be sealed by a light, neatly applied, bead of clear
silicone caulking. The silicone shall be installed by the tile contractor in a professional and
workmanlike manner.
•
B. Grouting:
1. After grouting, all floor tile shall be cleaned with an acid wash. Cover tile with kraft paper
until final clean -up of building interior. Buff tile to a dull sheen after seal coat is applied.
h: \Ikendall\specs \div -9 9 -9 Updated 4/13/99
•
2. Grouting to take place not less than 24 hours after tile is set.
C. All installation to be in compliance with the Tile Council of America's "Handbook for Ceramic Tile
Installation ", current edition.
D. All buckets used during the tile installation shall be dumped and /or cleaned outside of the
building. Do not pour anything down the drains in the building.
SECTION 9.6 ACOUSTICAL TILE
9.6.1 SCOPE
Includes all labor, material and equipment required to furnish and install acoustical tile ceilings.
9.6.2 MATERIALS
A. Kitchen Area: 24" X 48" X 5/8 ", square edge, lay -in, unperforated white tile. Select one of the
following materials:
1. Armstrong, Minaboard ML, #864
2. U.S.G. Gypsum Lay -In Panels #3270 24" X 48 ", vinyl stipple white.
B. Dining Area: 24" X 24 ", shadow /reveal edge, lay -in, white tile. Select one of the following
materials:
1. Armstrong, Minatone, Fissured (5/8" regular edge) #705 Tegular.
2. United States Gypsum, Acoustone "F" Fissured (3/4" shadow edge) #132.
9.6.3 SUSPENDED CEILING SYSTEM, MATERIALS
A. Suspension system shall be exposed tee, double web design. Kitchen and Dining area exposed
grid and trim shall be factory finished to a low -sheen satin white color. Select one of the
following manufacturers:
1. Chicago Metallic Corporation, #1200
ICBO #1905
LARR #23256
Fire Rating #24299
2. Donn Corporation, DX System
•
ICBO #2244
LARR #22179, Class A
Fire Rating #23541
3. Armstrong Grid - Prelude ML
ICBO #3350
LARR #25032 Class A
B. Wire hangers shall be 12 gauge as required by local building code spaced at 48" O.C. each way.
h: \Ikendall\specs \div -9 9-10 Updated 4/13/99
C. Installation shall comply with local codes and manufacturer's latest printed specifications, with
a maximum deflection of 1/360 of the span.
9.6.4 INSTALLATION
A. Scribe all tile to walls, soffits and as detailed. When possible, edge tile to be one half or greater.
See plans for special edge conditions; edge trim to match exposed grid system.
B. Grid system and tile to be installed per manufacturer's instructions. Grid system, wires and tiles
shall be installed level and true. Kitchen area grid shall be 24" X 48 "; dining area grid shall be
24" X 24 ", see drawings.
C. Suspension system and acoustical tile in kitchen areas shall conform to and be installed to the
satisfaction of the Local Health Department.
D. Clean any soiled tiles and /or exposed grid after installation is complete. Leave installation in new
condition and to the satisfaction of the Owner.
SECTION 9.7 FIBERGLASS REINFORCED POLYESTER PANELS
9.7.1 SCOPE
Includes all labor, material and equipment required to furnish and install all paneling and accessories,
and corner guards.
9.7.2 MATERIALS
A. Fiberglass Reinforced Polyester (F.R.P.) panels shall be 3/32" thick, pebble finish. See plans for
color; Use manufacturer's matching color trim. Contractor shall select one of the following
manufacturers (If all new. For remodels, match existing):
1. Kemlite glasbord
.2. Marlite Corporation
3. Glasteel
4. Lasco Board
B. Trim where detailed or required, to match panels.
C. Adhesive as recommended by manufacturer.
9.7.3 INSTALLATION
A. Determine that surfaces to which paneling are to be applied are thoroughly dry, straight, and
backs of panels and wall are free from dirt, dust and grease.
B. Cut panels face up, bevel back edges of panels to permit them to fit and move in moldings easily.
No horizontal joints are permitted at walls.
C. Do not use butt joints. Use moldings fitted to allow for expansion.
D. Apply thin coating of adhesive to panel back. Spread with comb spreader to create proper •
h: \Ikendall\specs \div -9 9-11 Updated 4/13/99
contact ridges in the adhesive. Entire back of panel must be completely coated with adhesive.
E. After panels are placed, knead and press them to wall or ceiling to make sure adhesive is
gripping firmly.
F. Remove excess adhesive with mineral spirits.
G. At time of final inspection, all F.R.P. panels shall be thoroughly cleaned.
9.7.4 VINYL CORNER GUARDS
A. Contractor to furnish and install Corner Guards as shown on plans.
B. Thoroughly clean corner of any dirt, dust, grease or oil. Corners must be dry. Apply Corner
Guard as per manufacturer's instructions. Silicon caulk with clear silicon, all joints between the
wall and the Corner Guard. Install with adhesive.
C. Corner Guards to be "Rubbermaid" #6100, 2 -1/2" x 2 -1/2" x 48" Beige.
SECTION 9.8 VINYL COVE BASE
9.8.1 SCOPE
Furnish and install vinyl cove base at tile flooring where shown on the drawings.
9.8.2 MATERIALS
A. Base shall be 4" high with cove base, .080" gauge. See Color /Material Schedule for base color
Select one of the following manufacturers:
1. Armstrong Flooring
2. Burke Flooring Products
3. Flexco Company
4. Kentile Floor
B. Adhesive as recommended by manufacturer.
9.8.3 INSTALLATION
Base and adhesive shall be applied per manufacturer's written instructions, use molded interior and
exterior corners.
SECTION 9.9 MARLITE
9.9.1 SCOPE
Includes all labor, material and equipment required to furnish and install all Marlite paneling and
accessories.
h:Ukendall\specs \div -9 9 -12 Updated 4/13/99
9.9.2 MATERIALS
A. Refer to Color Schedule for type and color.
B. Trim where detailed or required, to match panels.
C. Metal Clips
D. Marlite Adhesive (c -551)
E. All materials to be products of Marlite Division of Masonite Corporation, and all trims to fit 1/4"
wall panels.
9.9.3 INSTALLATION
A. Determine that surfaces to which Marlite planks are to be applied are thoroughly dry, straight,
and backs of and wall are free from dirt, dust and grease.
B. Cut Marlite face up. Bevel back edges of panels to permit them to fit and move in moldings
easily. No horizontal joints are permitted at walls.
C. Do not use butt joints. Use matching moulding, fitted to allow for expansion.
D. Apply thin coating of adhesive to panel back. Cover complete back with adhesive.
E. Wall surface must be dry, solid, smooth, rigid and non - porous. On solid walls, the entire back
surface of the panel must have combed -on application of Marlite Brand C -375 adhesive. Use
recommended Marlite adhesive spreader.
F. At all edges and joints of panels, appropriate Marlite moldings should be used so that no edges
or joints are exposed.
G. In required areas, fill the channels of moldings with a continuous bead of caulking.
H. After panels are placed, knead and press them to wall or ceiling to make sure adhesive is
gripping firmly.
•
I. Remove excess adhesive with mineral spirits.
J. At time of final inspection, all Marlite shall be clean.
K. All panels must match in color.
h:Ukendall\specs \div -9 9 -13 Updated 4/13/99
DIVISION 10 SPECIALTIES
SECTION 10.1 GENERAL
10.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 10.2 TOILET ROOM PARTITIONS
•
(WHEN SHOWN ON PLANS)
10.2.1 SCOPE
Furnish and install toilet room partitions, and screens including all doors, necessary hardware, and
fittings.
10.2.2 MATERIALS
A. Toilet partitions and screen faces and edges shall be .050 inches thick, "General Purpose Type"
laminated plastic. Laminated plastic shall be as specified on the Color /Material Schedule. All
supporting stiles shall be floor to ceiling, securely anchored at both ends. Head rails shall be
securely fastened at walls.
B. All hardware shall be heavy nonferrous chrome - plated castings which are corrosion resistant and
self lubricating. Fastenings shall be by means of thru -bolts with theft -proof heads.
C. Urinal and /or privacy screens shall have floor to ceiling pilasters, securely anchored at both
ends. See plans for sizes and dimensions.
10.2.3 CONSTRUCTION
Doors, panels, pilasters, and stiles shall be constructed of a sandwich of laminated plastic bonded
under pressure to a solid particle board core with the highest quality urea resin adhesive, assuring
a rigid, permanent bond. Doors to be pre- notched and recessed to accommodate concealed
controlled gravity type hinges. Where doors and stiles are notched and recessed for hardware and
fittings, the exposed core shall be sealed against moisture. All doors, screens, and panels shall have
a finished thickness of one inch (1 ") nominal. All pilasters shall have a finished thickness of one and
one - quarter inches (1- 1/4 ").
10.2.4 INSTALLATION
Installation to be per plans and details and of first class workmanship. All panels, pilasters, screens,
and stiles shall be installed as close as possible to the adjacent surface. All urinal screens to be
made at 4' 6" high. Screens to then be mounted 12" off of the finish floor giving an overall height of
5' 6 ". Screens are to extend out from the wall surface as noted on plans. Field measure for all
partitions. No shop drawings are required.
SECTION 10.3 BICYCLE RACK
10.3.1 Provide and install by General Contractor a 7 -bend, 9 place bicycle rack. Use "The Wave" by Life
Rax, Portland, OR. Ph: 503/256 -1120 or 503/223 -0861. Install in level plane, at location shown on
drawings.
SECTION 10.4 INSECT CONTROL
h:Ukendall\specs \div -10 10 -1 Updated 5/17/93
•
•
10.4.1 SCOPE
Provide and install "Borid" crystals as indicated on the plans and in this specifications.
10.4.2 MATERIALS
"Borid" with Boric Acid, manufactured by R -Value Inc., Smyrna, GA., may be purchased from Dewy
Pest Control, 3711 Beverly Blvd., Los Angeles, CA 90004, (213) 660 -6804.
10.4.3 INSTALLATION
A. Read directions on container before opening. "Shake well before opening."
B. Apply crystals into cavity of all interior and exterior stud /bulkhead walls, do not let material get
wet. Powder shall saturate sill plate with a minimum 1/8" thick material coverage.
SECTION 10.6 CLEARANCE ARM
10.6.1 SCOPE
Furnish and install total clearance and assembly. See plans for type and location.
10.6.2 MATERIAL
A. Contractor shall include in his bid to furnish and install the clearance arm assembly.
B. If purchased, Contractor shall request shipment of clearance arm immediately upon signing the
contract so that no delay shall be created in delivery.
C. Freight charges, if necessary, shall be paid by contractor.
10.6.3 INSTALLATION
A. Clearance arm and pipe column support to be set plumb.
B. Before setting total assembly, verify building clearance and set pipe height accordingly.
C. Contractor shall have sign lettered according to building clearance.
SECTION 10.7 GREENHOUSE STRUCTURE
10.7.1 SCOPE
A. Furnish all materials, labor and equipment to erect a glass enclosure (frame and glazing) as
described in this specification and as shown on the drawings.
B. Prepare and submit shop drawings and structural calculations to local building agencies and
Owner for approval. Drawings and calculations shall bear the name, signature and seal and /or
registration number and state of registry of a licensed professional engineer.
10.7.2 GUARANTEE
h:Vkendall\specs \div -10 10 -2 Updated 5/17/93
•
Contractor shall provide to Owner a five (5) year written guarantee for the greenhouse structure
against defective workmanship and materials, and shall upon notification immediately correct any and
all defects that may occur within the guarantee period.
10.7.3 MATERIALS
The greenhouse structure shall be a "straight eave" - (Lean -to) model aluminum frame, 100%
thermally broken with insulated glass units. See drawings for complete dimensions, structure
configuration and details.
A. Frame:
All frame members shall be industrial grade extruded aluminum alloy 6063 T -5 and conforming
to Fed. Spec. Q0- A20019. All frame materials and accessories shall be factory finished bronze
baked enamel, electrostatically applied.
B. Glazing:
All glazing shall be 7/8" thick factory insulated and sealed glass; conforming to all local building
codes.
1. Roof panels shall be 1/8" thick, tempered, HM-44 Heat Mirror bronze glass on exterior light
over 1 /2" thick air space over 1/4" thick double laminated safety clear glass.
2. Vertical panels shall be 1/8" thick, tempered HM -66 Heat Mirror tinted glass on exterior light,
with 5/8" thick air space over 1/8" thick, tempered, clear glass.
10.7.4 DESIGN AND INSTALLATION
A. The greenhouse structure shall be manufactured and installed to conform with all local building
codes and the following design criteria.
1. Live Load (roof panels): minimum 30 p.s.i.
2. Wind Load (vertical panels): minimum 20 p.s.i.
3. Load deflection: 1/175 of the span or less.
4. Glass Bearing: minimum 3/8 inch.
B. Installation shall be performed in accordance with manufacturer's detailed assembly instructions
and to the satisfaction of Owner.
SECTION 10.8 KNOX BOX
10.8.1 SCOPE
Furnish and install Knox Box where shown on plans. Knox Box is available from The Knox Company;
Newport Beach, CA; 1- 800 - 552 -5669.
10.8.2 MATERIAL
Model #4400R recessed mounted. Color to be aluminum.
SECTION 10.9 SAFE
h:Ukendall\specs \div -10 10 -3 Updated 5/17/93
•
•
10.9.1 SCOPE
General Contractor to install Owner provided safe as indicated on the drawings.
SECTION 10.10 BULLETIN BOARDS
10.10.1 SCOPE
Provided by Owner, install by General Contractor bulletin boards as indicated on drawings, in
manager's office and employee's area. -
10.10.2 MATERIALS
A. Bulletin Board: vinyl cork, 1/4" thickness, color "Antique White ".
B. Bulletin Board Frames: Two required 4' -0" x 2' -0 ". Frame to be extruded aluminum.
SECTION 10.11 DRIVE -THRU WINDOW SECURITY GRILL
Where a drive -thru pick up or cash window occurs, the General Contractor is to purchase from CKE
Parts Department a security grill and two keyed alike pad locks per each grill. General Contractor is
to provide (4) 1" eye bolts and install aligned with security grill on interior walls on each side of the
window. Grill bars are to slip into eye bolts on one side and be locked with padlocks on other.
•
h: \Ikendall\specs \div -10 10-4 Updated 5/17/93
DIVISION 11 EQUIPMENT
SECTION 11.1 GENERAL
11.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
11.1.2 Equipment items of this Division shall be supplied and installed by the Owner. Division 11 is included
as a reference for the General Contractor.
11.1.3 The General Contractor is responsible for coordinating, scheduling and the hook -up of all Owner
supplied equipment. See Sections 1.1.16 and 1.6 of this Specification.
SECTION 11.2 STAINLESS STEEL KITCHEN EQUIPMENT
11.2.1. SCOPE
Fabricate and install stainless steel kitchen equipment as shown on the drawings and as specified
below.
11.2.2 MATERIALS
All materials shall be of the gauge and finish as specified and to be new at the time of manufacture.
11.2.3 EQUIPMENT
Item #1 MAIN COOK COUNTER
Fabricate to size and shape as shown on Sheet K-4.
Top to be formed of 16 gauge #4 stainless steel with all joints and corners welded, ground smooth
and polished. Exposed body shall be 18 gauge #4 stainless steel. Unexposed body shall be 18
gauge galvanized. Shelves under shall be 18 gauge #4 stainless steel. Refrigerated base liner shall
be 20 gauge #2/B stainless steel. Refrigerated doors shall be 18 gauge #4 stainless steel exterior
with stainless steel integrated pulls as detailed on plans, 20 gauge #2 /B stainless steel interior, with
poured in place or fiberglass insulation. Hinges to be Kason Edge Mount self - closing type. Dry
doors shall be 18 gauge #4 stainless steel exterior with stainless steel integrated pulls and magnetic
latches as detailed on plans, 20 gauge #2 /B stainless steel interior with sound deadening insulation.
Hinges to be stainless steel piano hinge. Opening in top to be sized to allow for Drop in cold top
installation at shop (buy out item sent to fabricator). Also, provide and install items as follows:
1 - 1" dia 1/4 turn ball valve drains on food warmer unit.
2 - Heat Blankets Ramaflex #2521 with (2) Robertshaw Controls #SE5500- 103 -120V 15A with Pilot
Lights -Alco Elect #B1M -4 -C 125V 1/3 W.
1 - Heating Element at Bacon Warmer
(1) Watlow 10" x 10" 120V 1000W with control & pilot light - Alco Elect. #B1 M-4 -C 125V 1/3 W.
Pilot lights to be mounted above controls typical.
Base Cooler refrigeration package must be able to maintain the food product temperature below 41
degrees.
Item #4 FRY DUMP HEATING ELEMENT HOOD
Fabricate as shown on Sheet K -4.
•
h: \Ikendall\specs \div -11 11 -1 Updated 217/94
Hood to be fabricated of 18 gauge #4 stainless steel. Bottom edges to be hemmed. As part of this
item, fabricate (2) fry bag holders as detailed on sheet K-4 detail 13. Provide (2) Watlow Raymax
radiant heaters: (1) 8" x 30" - 240V - 1680W - 7 amps; (1)13" x 30" - 240V - 2520W -10.5 amp; and
(4) 120V - 40W - Teflon coated appliance bulbs, provide light bar for bulbs. Provide Robertshaw
controls for heating elements #SE5500 -203 - 240V - 15A - and pilot lights - Alco elect #B1 M -4C-
125V - 1/3 W - and Selecta switch #SS 203 P -BG - 20A - 125 VAC for light bulbs.
Item #5 BACK COOK COUNTER
Fabricate as shown on drawings Sheet K -5.
Fabricate 3" thick stainless steel bulkhead from floor to 3" above ceiling. Mount bulkhead on 6" high
stainless steel adjustable legs and feet. Provide and install steel tube cantilevers to support shelves.
Provide and install stabilizing struts as shown. Fabricate stainless steel worktable of 16 gauge #4
stainless steel top, 1 -5/8" diameter stainless steel tubing legs and stainless steel adjustable bullet
feet. Bottom shelf to be 18 gauge #4 stainless steel. Cut out top and fit with food warmer supplied
by owner. Also provide and install 1" diameter 1/4 turn ball valve drain on food warmer unit. Provide
and install 15" x 20" x 5" deep stainless steel drawer and housing.
Item #6 POT SINKNEGETABLE SINK
Fabricate sinks and drainboard as shown on Sheet K -5.
•
Drainboards and sinks shall be formed of 16 gauge #4 stainless steel with all joints and corners
welded, ground smooth and polished. Support drainboard with 1 -5/8" round stainless steel tubing
with stainless steel adjustable bullet feet and stainless steel circular gussets welded to the underside
of the drainboard. Sinks to be fitted with lever wastes. Provide (2) Chicago #445 faucets. Weld
in 12" disposer cone provided by others and punch holes for pre -rinse (where applicable - see
plans). Shelves under to be 16 gauge #4 stainless steel notched around and welded to the legs.
Provide and install three (3) Fisher #10766 Rotary Lever waste.
Item #9 DRINK SERVICE COUNTER
Fabricate as shown on Sheet K -4.
Top to be formed of 16 gauge #4 stainless steel with all joints and corners welded, ground smooth
and polished. Exposed body shall be 18 gauge #4 stainless steel, unexposed body shall be 18
gauge galvanized Shelves under shall be 18 gauge #4 stainless steel. Doors shall be 18 gauge #4
stainless steel exterior with stainless steel integrated pulls and magnetic latches as detailed on
plans. Hinges to be stainless steel piano hinge.
Item #10 STAINLESS STEEL CAP an BULKHEAD
Fabricate as shown on Sheet A -12.
Fabricate of 18 gauge #4 stainless steel with high - polished radius edges.
Item #11 DROP SHELF as GRIDDLE
Fabricate as shown on detail 6 Sheet K -6.
Shelf to be fabricated of 18 gauge #4 stainless steel. Mount to front of griddle with (2) standard Keil
#1508 - 1210 -1251 stainless steel heavy duty drop down brackets.
h:Ukendall\specs1div -11 11 -2 Updated 2/7/94
Item #12 DRINK STATION CABINET
Fabricate as shown on Sheet K -6.
.Form top and trough of 16 gauge #4 stainless steel. Body to be 18 gauge #4 stainless steel.
Fabricate top as shown. Trough to be fully insulated and fitted with the two ice catch units as shown.
Under each ice catch provide 1" x 4" threaded drain (Fisher #6442 -2300 or equal), and at
depressed area under drink dispenser provide 1" x 2" threaded drain (Fisher #6242 -2300 or equal).
Also provide stainless steel anti - splash between catches. Block out section in the middle of the
trough for trash chute. Front face of cabinet to be finished with plywood only. Front radius edge to
have high polished radius edges. Unit to set on metal channel base. Base may have to ship to job
site so tile floor and base can set before fixture. Dimple top at drink dispenser to drain. Provide hat
section support on each side of drink dispenser.
Item #13 DRIVE -THRU WINDOW STAINLESS STEEL TOP
Fabricate stainless steel shelves of 16 gauge #4 stainless steel as shown on Sheet K -6 details 21.
Item #14 STAINLESS STEEL "Z" METAL AT MOP SINK
Fabricate of 20 gauge #4 stainless steel as detailed on sheet A -3, Detail 4. This item must be
shipped to job site prior to remainder of equipment at Contractor's request.
Item #15 COUNTER TOP AT DRIVE THRU
Fabricate per Detail 19 Sheet K -6.
Fabricate shelf of 18, gauge #4 stainless steel with galvanized stiffener channels and bottom
enclosed with 20 gauge #4 stainless steel. Shelf to be mounted on 14 gauge #4 stainless steel
concealed brackets. (Provide plywood underside as shown on details for cash drawer application.)
Item #16 COUNTER TOP AT SHAKE MACHINE
Fabricate work table as shown on sheet K -6 detail 15.
Top to be formed of 18 gauge #4 stainless steel with all corners welded ground smooth and
polished. Top to be stiffened with 14 gauge galvanized Hat sections and fitted with 1 -5/8" dia.
stainless steel tubing and stainless steel adjustable feet. Shelf under to be 18 gauge #4 stainless
steel notched around the welded to the stainless steel legs.
Item #17 MISC STAINLESS STEEL DIVIDERS
Fabricate dividers as shown on Sheet K -4 detail "12 ".
Form dividers of 18 gauge #4 stainless steel. Provide key tabs in bottom to fit slots in perforated
false bottom at fry dump dividers. Make sure all edges are filed smooth and all corners rounded on
all dividers.
Item #18 CUP DISPENSER BRACKETS AT ORDER COUNTER
Fabricate of 20 gauge #4 stainless steel as shown on Sheet K -6 Detail 11.
Item #19 LID DISPENSER AT DRIVE -THRU DRINK DISPENSER
Fabricate holder as shown on Sheet K -6 detail "12 ".
h: \Ikendall\specs \div -11 11 -3 Updated 2/7/94
Fabricate holder of 18 gauge #4 stainless steel. Size base to fit drink dispenser tower lid.
Item #21 EXTENSION FLUE AT FRYER
Fabricate as shown on Sheet K -6 detail "6 ".
Deflector shall be formed of 18 gauge #4 stainless steel top edge to be hemmed. Deflector is
shaped to fit fryer flue.
Item #23 STAINLESS STEEL JAMBS
Fabricate of 20 gauge #4 stainless steel.as detailed on Sheet K -6.
Item #26 STAINLESS STEEL APRON
Fabricate S/S apron at Order counter face of 20 gauge #4 S/S as detailed on Sheet A -12.
Coordinate installation with Solid Surface Material counter top.
11.2.4 DROP -SHIP ITEMS
The kitchen equipment fabricator, when accepting drop shipped merchandise, shall send delivery
receipts along with the receiving copy of Owner purchase order to the Accounting Department of
Owner with notations denoting any missing parts also; he shall accept responsibility of such
merchandise and will be solely responsible for initiating and processing all freight claims due to
damage in shipping, whether damage is visible or concealed at time of delivery, or whether damage
is to interior workings of equipment. The kitchen equipment fabricator will further have the
responsibility of routing all warranty cards received with drop- shipped merchandise to Owner main
office with notations on or with cards as to which unit card is pertaining to.
SECTION 11.3 WALK -IN COOLER & FREEZER
11.3.1 SCOPE
A. Provide and install prefabricated walk -in cooler and freezer. Walk -in shall be purchased by
Owner.
11.3.2 MATERIALS
A. Interior Finish: Stucco embossed galvanized steel.
B. Exterior Finish: Stucco embossed galvanized steel.
C. Panel Construction: Shall consist of exterior and interior metal pans precisely formed on steel
dies and roll form equipment to insure close tolerances and uniformity. Insulation must be
"foamed -in- place ", rigid, fire- retardant urethane to bind to exterior and interior formed pans.
Freezer panels will have high- density urethane foam tongue and groove rails that mate in an
air -tight joint with P.V.C. closed cell gasket.
Cooler panels will have 2" X 4" kiln -dried Douglas Fir framing members and have double P.V.C.
closed cell gasket.
Insulation: Shall be "foamed -in- place" urethane. Shall be Class 1 and will have a 2.2 Ib. density
and a maximum flame spread of 25, U.L. approved conforming to A.S.T.M. E -84 Specifications.
h: \Ikendall\specs \div -11 11-4 Updated 2/7/94
Shall remain stable at temperatures of up to 200 deg. F., and shall have thermal conductivity
of not more than 0.118 BTU per hour per sq. ft. U- factor (co- efficient of heat transfer) shall not
exceed 0.29.
Thickness shall be a full 4" for the freezer and 3 1/2" for the cooler.
All construction will conform to the N.S.F. requirements and will bear the N.S.F. seal of
approval.
Sectional Fasteners: All wall, floor, and ceiling section joints shall be fastened with steel cam -
action fasteners. Each device shall consist of a precisely located cam and a steel encased pin.
All locks shall be actuated from inside of the walk -in with a standard hex -type alien wrench.
A wrench will be furnished with each walk -in delivered. All socket ports are to be finished off
with snap -in rosettes.
D. Freezer Floor: Shall be 4" high- density construction with the wearing surface finish 16 gauge
galvanized steel over 1 /2' plywood and shall have non -skid strips. Underside finish of floor to
be 26 gauge galvanized steel. An interior ramp to be provided with 1/8" thick aluminum
diamond plate wearing surface.
E. Walk -in Doors: Size 30" X 78" standard infitting door. The door shall have a positive latch with
a flush inside safety release. Hardware to be chrome plated. Door gasket to be thermoplastic,
bulb -type, easily removable and shall be mounted at top and two sides of door. The bottom
edge of each door shall have a double blade neoprene wiper gasket to be adjustable without
the removal of the door. All gaskets to be resistant to fats, water, oil and sunlight and shall be
easily replaceable. The door shall have 3 1/2" "foamed -in- place" urethane insulation as specified
above. Freezer door to have heater cables (4) sides of the opening and to be U.S. approved.
Heater wires shall have removable covers for easy replacement. J -box for heater wires to be
located on exterior of door section. Removable threshold plate to accommodate quarry tile.
F. Reach -in Doors: Freezer to have one Anthony #100FR Freeze Master door 24" X 67" with
tempered glass, door and frame heaters, smooth silver finish.
Cooler to have one solid door, 24" X 68 ". Finish to be stucco embossed galvanized.
G. Accessories: Provide (2) exterior pilot light and switch, (4) 100 watt vapor proof lights (shipped
loose). (2) 2" dial thermometers, one heated pressure relief port, stucco galvanized ceiling
closure with back bracing for independent support from building structure, and angle closure
at wall junctures. 6" stucco embossed galvanized cove base provided for the interior of the
freezer. Plastic strip curtains are to be provided for the cooler and freezer walk -in doors. Cool
Curtain model #6061 36" X 84 ". Caulking to be provided to seal wall panels to floor. Silicone
pointing to be provided for interior and exposed exterior joints.
SECTION 11.4 MECHANICAL REFRIGERATION
11.4.1 SCOPE
A. Furnish all labor, equipment and materials and perform all operations in connection with the
installation of a complete refrigeration system for the Foodservice equipment as indicated on
drawings.
B. The system shall be a complete factory assembled, air - cooled, UL approved refrigeration
package, consisting of (3) compressors with multi- circuited condenser with additional circuits
for (1) 1600 Ib. ice maker.
h: \Ikendall\specs \div -11 11 -5 Updated 2/7/94
C. This system shall be operational in outside ambient conditions, ranging from -20 °F to 110 °F.
11 .4.2 MATERIALS
A. Materials shall be new and in perfect condition. Materials for similar uses to be same type and
manufacture unless otherwise authorized.
B. All copper tubing to be refrigerant grade A.C.R. or type "L ". Forged or wrought copper fittings
with sweat or soldered joints shall be used.
C. Silver solder and /or Sil -Fos shall be used for all refrigerant piping. Soft solder is not acceptable.
D. Refrigeration contractor to provide and install drain line heater in freezer. Final connection by
electrical contractor.
E. The Refrigeration Rack will measure 72 "L x 36 "W x 42 "H" and will include housing and low
ambient controls.
The framework will consist of rigid structural channels welded together so as to provide
adequate support for all refrigeration components. All systems shall be located in a full
enclosure with service access doors. Framework and panel construction to have a baked
enamel finish.
Refrigeration package shall be complete with compressor, hi -low pressure control with
automatic reset, sight -glass with moisture indicator, crankcase heater, flooded headmaster
control, liquid -line drier, suction and discharge vibration eliminators, and receivers amply sized
for complete pump -down suction, and liquid lines shall terminate outside of package in an
orderly, identified manner. Each system shall be pressurized with 25 psig of dry nitrogen to
maintain the integrity of each system. Refrigerant 404 -1 shall be used for medium -and low
temperature applications (unless changes are dictated by law).
Package shall have factory mounted, sequence identified and pre -wired control panel complete
with circuit breakers, contactors and time clocks wired for single point electrical power
connection at main disconnect breaker. Electrical contractor shall provide and install main
power lines and main disconnect.
Condenser shall be a multiple circuited, vertically discharged, air - cooled unit located within the
refrigeration package. Condenser shall have direct drive motors with fan cycling controls.
Condenser to be designed for 130° condensing temperature.
F. Refrigeration evaporator coils shall be direct expansion -type with factory installed solenoid
valve, cold control thermostat, and thermal expansion valve. Shall be pre - wired, pre - piped, and
sealed under pressure to maintain the integrity of evaporator coil and components. Low
temperature coils shall have a time - initiated temperature terminated defrost time clock. Electric
defrost systems shall have an interlock switch to prevent defrost circuit and compressor from
drawing power simultaneously.
G. The compressors and coils will be applied as follows:
SYSTEM
A. W/I Freezer - one 3Hp, 208V, 3Ph, 404A compressor Model CS33K3E and one Coldzone coil
Model AE34 -105B with 208V, IPh fan motor and defrost heater.
h:\Ikendall\specs \div -11 11 -6 Updated 2/7/94
B. W/I Cooler - one 1 Hp, 208V, 3Ph, 404A compressor Model RS97C1 E and one
Coldzone coil Model AA28 -106B with II5V, IPh fan motor.
C. Base Cooler - one 'h Hp 208V, IPh, 404A Model RS43C1E with one Coldzone Model
TT28 -8RP, 1 amps with 115V, IPh fan motor. "C -1" Base Cooler package must be able to
maintain the food product temperature below 41 degrees. "C -2" Compressor to be able to also
tie into the Kyrak cold top drop -in 62" condiment cold top.
D. Condenser Circuit for Hoshizaki - KM1600 -MRE. (R -22)
E. Condenser Circuit for Hoshizaki - KM1200 -MRB.
11.4.3 INSTALLATION
A. All tubing to be joined must be prepared and cleaned. When soldering stop valves or solenoid
valves, wrap valves with moist fabric to absorb excessive heat. Stop valves shall be partly open.
When soldering expansion valves or pressure valves, remove power assembly to prevent
damage by excessive heat.
B. Tubing shall be cut only with a tube cutter.
C. Suction line shall be sized to maintain a velocity of 750 feet per minute in the horizontal run and
a velocity of 1,500 feet per minute in the vertical riser.
Suction lines shall be sized for a maximum pressure drop from evaporator to compressor of
2Ibs. for high and medium temperature systems, and 11b. for low temperature systems.
Vertically run suction lines shall have oil "P- Traps" constructed of two (2) 45° ells and one (1)
90" ell, or, one (1) Mueller "P-Trap" of the same size as the vertical line.
D. Reduction in piping size shall be made with a reducer coupling.
E. Refrigerant suction lines shall be fully insulated with Armstrong Foamed Armaflex from
evaporator back to compressor suction service valve. Minimum thickness on high- medium
temperature lines shall be 1 /2 ". Low temperature lines shall be a minimum thickness of 3/4 ".
Joints shall be sealed with Armstrong #520 adhesive. Insulation shall be continuous through
clamps. Insulation shall be slid onto pipe as work progresses. Splitting insulation is not
permitted. Cover fittings using insulation equal to pipe insulation,
F. All piping to be pressure tested with nitrogen at 300 PSI. After the condensing units and coils
have been connected, the balance of the unit shall be tested with the valves open.
G. The complete system shall be evacuated with a vacuum pump.
H. Charge, test, and adjust each unit to be an operational system.
I. Hangers and supports shall be installed for all piping not run in conduit adjustable hangers,
anchors or straps, as required, shall be spaced not to exceed 8'0" on center and closer when
required for proper support of smaller piping. Hangers and supports shall be adequately sized
as to allow for expansion of tubing. See detail on Sheet R -2.
J. All work shall be in conformity with all local building codes and all legally constituted public
authorities.
K. All materials and workmanship not otherwise specified to be in accordance with the latest
applicable federal, N.F.B.U., A.S.A., A.S.M.E., A. S.T.M. specifications.
h:\Ikendall\specs \div -11 11 -7 Updated 2/7/94
L. Provide working coil at ice machine.
11.4.4 WORK BY OTHER TRADES
A. Electrical Contractor:
1. Provide power and connection to refrigeration rack breaker panel.
2. Provide and install (5) wire color coded service from the time clock at the refrigeration rack
to the blower coil in the walk -in freezer. (See schematic, Sheet R -2).
3. Connect drain line heater in walk -in freezer.
B. Plumbing Contractor:
1 . Provide drain lines from each blower coil to an approved receptor.
2. Trap the drain line outside the refrigerated area to avoid entrance of moist air.
SECTION 11.5 EXHAUST HOODS
11.5.1 SCOPE
Install Owner provided cooking exhaust hoods as shown on mechanical drawings.
11.5.2 MATERIAL
A. Hoods shall be purchased from Environmental Comfort Systems, 8385 Canoga Ave., Canoga
Park, CA 92304. Attention: Jim Derrington (818)700 -8385.
SECTION 11.6 FIRE PROTECTION SYSTEM
11.6.1 SCOPE
Furnish and install three liquid fire protection systems providing duct, plenum and full cooking
appliance coverage per U.L. 300.
11.6.2 MATERIAL
A. Fire Suppression Agent - Ansulex R -102 liquid
B. Gas Valves - Ansul approved mechanical valves
C. Fusible Links - Ansul approved 500° quartz and 360° fusible links
11.6.3 EQUIPMENT
A. Furnish and install (3) ANSUL/R102 three gallon liquid agent systems providing duct, plenum
and full cooking appliance coverage.
B. The system protecting the Frying Hood, shall be provided with 1 - 1/2" mechanical gas valve, with
all piping, nozzles, 500 degree fusible links, detector brackets, pulleys, and cables to provide
a complete and operable system. All exposed piping and nozzles to be chrome plated and /or
h: \Ikendall\specs \div -11 11 -8 Updated 2/7/94
provide with tight fitting chrome sleeves.
C. The system protecting the Griddle Hood, shall be provided with a 1" mechanical gas valve, all
piping, nozzles, 360 degree fusible link, detector bracket, pulleys and cables to provide a
complete and operable system.
D. The system protecting the Broiler Hood, shall be provided with a 3/4" mechanical gas valve, all
piping, nozzles, 500 degree quartz link, detector bracket, pulleys and cables to provide a
complete and operable system.
E. As part of this contract, the fire protection company shall provide and install the following:
1. Fire axes with brackets (as shown on sheet K -1).
2. Fire extinguishers (as shown on sheet FC -1).
3. Plastic pull covers for remote manual pull stations.
4. Red plastic pull labels with 1" white lettering designating griddle, fryer, and broiler pull
station.
11.6.4 INSTALLATION
A. Installation must comply with National Fire Protection Association (N.F.P.A.) current edition of
Pamphlet #96. .
B. The fire protection automan and tank shall be spaced 1" away from the hood surfaces.
C. All exposed piping and nozzles shall be chrome plated and /or provided with tight fitting chrome
sleeves.
11.6.5 SHOP DRAWINGS
A. The fire protection contractor shall prepare drawings and submit them to the jurisdictional
authority for approval and permit.
B. After installation, the system shall be tested to the satisfaction of the proper authority and
Owner.
SECTION 11.7 SEATING
11.7.1 SCOPE
Fabricate and install the seating and the accompanying equipment as shown on the drawings and
specified below.
11.7.2 MATERIALS
A. Plastic laminate shall be .050 inches thick, "General Purpose Type ". Color, texture and finish
shall be as specified in the color /material schedule on the construction documents.
B. Wood plank veneer as manufactured by Marlite. Color, texture, and finish as specified in finish
schedule sheet A -13.
h:\Ikendall\specs \div -11 11 -9 Updated 2/7/94
11.7.3 CABINET WORK
A. Fabrication and installation of all cabinets shall be as indicated on the construction documents.
All cabinets shall be laminate clad, and shall conform to the minimum standards of the
architectural woodwork institute; AWI quality grade "Custom Grade" (AWI Section 400B).
B. All cabinets shall be mill fabricated, complete with rails, styles, cabinet hinges, pulls, catches
and locks. Cabinet finish hardware shall be satin bronze, clear coated US -10 finish.
11.7.4 EQUIPMENT
Item #90 CANTILEVER BRACKETS
Provide cantilever brackets as shown on Sheet K -7, Detail 9.
Cantilever brackets shall be built of 1 -1/2" x 3" steel tubing for model mounting as shown. Provide
a detachable angle at front edge for leveling the table top. Provide two wall angles to secure table
top to wall. Paint 'Black" finish. Coordinate early delivery with General Contractor.
Item #91 TRASH STAND
Provide cabinet as shown on Sheet K -1 and as detailed on Sheet K -7.
Fabricate stands of 3/4" high - density particle board. Exterior surfaces covered with laminate plastic
as shown. Inside of stands to be covered with white melamine. Doors to be fabricated with 3/4" high
density particle board core and 1 /2" x 1 /2" hardwood edge with all surfaces covered in laminate plastic
and magnetic type latch inside -Epco #592 and KV #KV822 flush door pulls. Provide fiberglass top
with depression and 10 -1/2" hole "black" for top. Furnish trash cans as shown. Hinge to be piano -
type, full - length. Provide angle, toe -kick shield, and casters per details.
Item #92 WAITRESS STATION
Fabricate cabinet as shown on Sheet K -1, and Detailed on Sheet K -7, 3 & 4 similar to Item #91.
Item #93 DINING BOOTH TABLES
Fabricate to size and shape shown on sheet K -1 floor plan, table legend and detail, Sheet K -7.
Fabricate tops of 1 1/8" 45# density particle board with laminate plastic field in color per finish
schedule and with L/P backing sheet on bottom and vinyl bumper edge (see detail 16 on sheet K -7).
Item #94 DINING BOOTH
Fabricate to size and shape as shown on Sheet K -7, detail 22,
Furnish formed fiberglass shell in color as specified with /2" high- density particle board boxed bases.
Furnish upholstered back. Back pad to be constructed with 1" particle board base with 2 -1/2" foam
pad, density 1.85- 2.05 -ILD 44 -50, covered with 85 -15 staple cotton batting. Then the vinyl
upholstery material as specified wrapped over cushion and stapled to bottom of particle board.
Provide welting with matching upholstery along front and side edges and retumed approx. 2" around
the back.
h: \Ikendall \specs \div -11 11 -10 Updated 2/7/94
Item #95 and #96 DINING BOOTH BULKHEADS
Fabricate bulkheads as shown on Sheet K -7.
Fabricate bulkhead of 3/4" x 3 -1/2" high- density particle boards studs. Cover with laminate plastic
over high- density particle board as shown (item #95). General Contractor is to provide and install
tile base in color specified where occurs.
Item #99 DINING ROOM TABLE BASES.
Furnish and install table bases similar to Falcon Products # Series 200; #203 -22 on Type A table
#203 -2230 on type B and C tables and #203 -30 on type D. Finish to be black wrinkle. Bases to be
attached to table tops with #14 screws. Provide Levelmatic #806 table glides on all table bases.
Glide to be supplied with stainless steel cap and cup end 1" dia. short plastic cover in black as
manufactured by Blake Inds.
Item #101 ORDER COUNTER FACE
Edge detail to be as shown on plans. No cracked, chipped, broken, stained, or defective material
will be accepted. Color match differences are not acceptable. Fabrication and installation shall be
in a workmanlike manner. Verify field measurements. All surfaces to be uniform gloss. All edges
to be sanded smooth. Upon completion all surfaces to be cleaned. Provide and install order counter
finishes as shown on sheet A -12, detail 4.
Item #102 FACE OF BULKHEAD WALL
See Specification for Item #101.
11.7.5 DROP SHIP ITEMS
The seating contractor, when accepting drop shipped merchandise, shall send delivery receipts
along with the receiving copy of Owner purchase order to the Accounting Department of Owner with
notations denoting any missing parts also; he shall accept responsibility of such merchandise and
will be solely responsible for initiating and processing all freight claims due to damage in shipping,
whether damage is visible or concealed at time of delivery, or whether damage is to interior workings
of equipment. The seating contractor will further have the responsibility of routing all warranty cards
received with drop- shipped merchandise to Owner main office with notations on or with cards as to
which unit card is pertaining to.
SECTION 11.8 CARPETING
(WHEN SHOWN ON PLANS)
11.8.1 SCOPE
A. Furnish and install carpeting as shown on drawings, in the dining room area, on the floor, on
the fiberglass booth bases and on the toe base of the trash stands that sit on the carpeted area.
B. Carpet to be installed prior to seating equipment. Carpet installer will return after seating
installation is complete to carpet booth bases.
C. The carpet installer shall be responsible to prepare the slab to receive carpet. This would
include scraping and /or filling all voids in the slab and leveling (with leveling compound) to
insure that all dissimilar floor surfaces match. (I.E. tile & carpet.)
11.8.2 MATERIAL
h:Ukendalllspecs\div -11 11 -11 Updated 2/7/94
A. Carpet to be as called for in color /material schedule.
• B. Transition strip to be Mercer Black Vinyl strip, Min. 1 -1/2" wide.
1. Use contact cement (Henry's, Taylor's, or Dura Bond) at all mercer strip seams to secure
vinyl strip to metal track.
•
11.8.3 INSTALLATION
A. Carpet to be cut and laid to fit the space.
B. Spread #10 carpet adhesive using a flooring trowel with v- shaped notches 3/32" deep 3/33"
wide and 3/32" apart. At least 50% of the carpet backing must be covered with adhesive.
C. Run pattern straight and true and pattern shall match.
D. All seams to be tight and straight. All seams to be treated with seam sealer. Care shall be
taken not to allow sealer to get on carpet surface.
E. After final alignment and straightening use a 50# carpet roller and roll entire carpet surface.
F. Carpet to be stapled to booth bases and to toe bases of trash stands that are on carpet.
Staples to be hidden.
G. The carpeting shall be installed before the seating.
H. The Carpet Contractor shall, immediately after installation of carpet, cover entire carpet area
• with 6 mil visqueen, and tape all joints to protect carpet. Carpet will be furnished and installed
by others as indicated on the plans. Any damage to the carpet after installation will be the
• responsibility of the General Contractor.
NOTE: NO EXPOSED METAL EDGING TO BE USED
SECTION 11.9 WINDOW COVERINGS
(WHEN APPLICABLE)
11.9.1 SCOPE
Furnish and install Roll -A -Shade window shading system on all windows noted on plans. Windows
where sun is a problem (South and West facing) shall have movable shades. Windows where sun
is not a problem (North and East facing) shall have fixed shades.
11.9.2 MATERIAL
A. Shade Fabric
1. Vinyl coated 500 denier fiberglass sunshade material.
2. It shall be flame retardant.
a. It must meet the California flame test, title 19, section 1273.3 medium scale test for
interior fabrics and the N.F.P.A. 701 flame test.
h:Ukendall\specs \div -11 11 -12 Updated 2/7/94
B. Roller System
1. Shall be a Roll -A -Shade chain - operated roller system utilizing a bi- directional, wrap spring
clutch.
2. The clutch shall be made of high strength, fiberglass- reinforced polyester and high carbon
steel. The clutch must never require any adjustment either upon installation or afterwards.
Clutch may be mounted in either end of the roller tube.
3. Operating loop shall be #10 plastic bead chain with upper and lower stops. Color to be
vanilla (or as shown on plans).
4. Roller tube shall be of sufficient diameter and wall thickness to prevent excessive deflection
along it's length, and shall have an adhesive strip for attaching the fabric.
5. End plug shall be a unit consisting of an outside sleeve and a center shaft and shall be
made of high strength, fiberglass- reinforced polyester. The outside sleeve shall be free
to rotate on the center shaft, providing the bearing surfaces on which the roller rides.
6. Bottom rail shall be extruded aluminum with spline channel for shade attachment. Finish
to be powder coated to specifications. Bottom rail shall have plastic end caps at each end.
7. Fascia mounting brackets shall support both the roller tube and the fascia panel. They
must be capable of mounting inside, outside or to the ceiling, with the clutch on either the
right or left hand side of the roller. All fascia brackets will be made of .060" steel and shall
be powder coated to specification.
8. Fascia panel shall be installed to conceal the roller tube and mounting hardware, providing
a clean finished look. Fascia shall hook onto the top of the bracket and snap in place.
Fascia panel shall be made of .062" extruded aluminum and shall be powder coated to
specification.
11.9.3 INSTALLATION
A. Mount fascia bracket to window stops @ head & jamb.
B. Adjust shade to stop 1/4" above bottom stop. Set stop on chain accordingly. •
C. Adjust shade to stop in upper position at 15" down from head and set stop on chain.
SECTION 11.10 PLAYGROUND EQUIPMENT
(WHEN APPLICABLE)
11.10.1 SCOPE
A. Furnish and install all play equipment complete, including resilient flooring as indicated on
drawings.
, B. Concrete or asphalt base, concrete curbs, steel fencing, gate, lighting, etc. shall be by General
Contractor.
SECTION 11.11 OUTSIDE SEATING
(WHEN APPLICABLE)
11.11.1 SCOPE
h: \Ikendall\specs \div -11 11 -13 Updated 2/7/94
A. Furnish and install outdoor seating as shown on plans.
1. Table Tops - Solid color grained surfaces of 3/16" fiberglass over 3/4" thick construction
grade plywood core. Underside completely resin coated for moisture sealing. Provide
umbrella holes in all four -seat table tops. Color "Gray" to match building, unless noted
otherwise.
2. Steel Frame - Minimum 14 gauge 2" x 2" steel tube all joints soundly welded. Provide
welded 12" x 12" top plate. All joints to be ground smooth. The framework to be finished
with fused vinyl powders in Gloss Black.
3. Seats - Solid color grained surface of 3/16" fiberglass over 3/4" thick construction grade
plywood. Underside completely resin coated for moisture sealing. Provide (4) 1/4 x 20
threaded tee -nuts for mounting to frame work. Provide drain hole thru seat so any water
will not accumulate on the seat. Color seat "Gray" and backs "Monet Blue ", unless noted
otherwise.
4. Umbrellas - Fiberglass umbrellas finished top and bottom. Color "Red" to match awning
material unless noted otherwise.
11.11.2 INSTALLATION
Seating clusters shall be surface mounted using concealed bolt down fasteners as shown in the
details. All units to be set level.
SECTION 11.12 SALAD BAR
11.12.1 SCOPE
Fabricate and install the salad bar as shown on drawings and specified below.
11.12.2 MATERIALS
Colors, textures, and finishes shall be as specified on color and material schedule on the
construction documents.
11.12.3 CABINET WORK
Fabrication and installation shall be as indicated on construction documents. All exposed areas to
be finished as shown and interior area to have white melamine finish where access door to
mechanical compressor is. Assure adequate ventilation for compressor. Cabinet portion of salad bar
shall conform to the minimum standards of the architectural woodwork institute; AWI Quality Grade
"Custom Grade" (AWI Section 400B).
11.12.4 STAINLESS STEEL PAN AND COLLAR
A. Fabricate a fully insulated, refrigerated pan of 2Oga. #4 S/S with all bottom and side corners
radiused and all seams welded and ground smooth. Exterior pan to be I8ga. G.I. with minimum
1 1" thick solid insulation between interior S/S pan and exterior G.I. pan. Install 1" dia. brass
drain line fitting and appropriate size hole for refrigeration lines.
B. Fabricate fitted collar of I4ga. #4 S/S to fit in pan edges and over cabinet opening per details.
h: \Ikendall\specs \div -11 11 -14 Updated 2/7/94
11.12.5 SNEEZE GUARD
Sneeze guard to be built and installed on cabinet base as detailed on plans. Note: It is the
responsibility of the vendor to properly engineer pipe frame superstructure to withstand the weight
of itself and glass portions of canopy, both in shipping and when placed permanently. Also note
sneeze guard is to meet all current N.S.F. standards in construction and purpose.
11.12.6 REFRIGERATION
Provide and install properly engineered self- contained refrigeration package to be air - cooled, med-
temperature condensing unit, R -22, 115V with matching coil evaporator with air deflectors. System
also must include thermostat and solenoid valve for pump down cycle. System must adequately
maintain the food product between 33° and 41° maximum, at top and bottom of food crocks in all
locations. This temperature is to be maintained at all times when salad bar is in use. Also provide
and install condensate evaporator pan, 120B, 1600 watts, with 30 oz. liquid capacity. Compressor
to have working coil and fit on a slide out drawer for ease of maintenance and have replaceable air
filter at condenser. System to be approved by a recognized electrical testing laboratory.
•
•
h:Ukendall\specs \div -11 11 -15 Updated 2/7/94
DIVISION 15 MECHANICAL
SECTION 15.1 GENERAL
15.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 15.2 HEATING AND VENTILATION
15.2.1 SCOPE
A. Furnish and install the complete Heating and Ventilation package as shown on Mechanical
Drawings. See M- drawings for specifications.
B. NOTE: System complete may be purchased from and installed by Environmental Comfort
Systems, 8385 Canoga Park Avenue, Canoga Park, CA 92304, Attention David Krosen, (818)
700 -8385.
SECTION 15.3 PLUMBING
15.3.1 SCOPE
Work in this section shall include but not be limited to the following:
A. All soil waste, vent and sanitary drainage outside and inside the building and to the sewer
connection as indicated on the plans.
B. All hot and cold water systems with complete connections from the water meter to all plumbing
fixtures and equipment requiring water connections. These systems shall be complete with
controls, etc.
C. Gas piping and necessary equipment including connection to gas equipment and meter.
D. Furnishing and setting of plumbing fixtures, including all the required trim.
E. Roof drains and storm drainage piping.
F. All rough -in and final connection to equipment in the food preparation area and dining area.
G. Furnishing of all final plumbing connections to air conditioning units, evaporative coolers, etc.
H. Furnishing of all drain lines from each refrigeration, air conditioning, etc. fixture to approved
receptor.
I. Meters and connections: Water main, service connection and meter will be furnished and
installed by water company but paid for by the plumbing contractor. Plumbing contractor will
install all permanent water supply lines from the meter and complete the works as shown, all
in accordance with requirements of the local water company. Assessments shall become a part
of this Contract. Contractor shall arrange for all meters to be set. Water meter shall be termed
a charge, and not a fee or assessment.
1. Gas Service main including meter will be installed by the gas company: Any cost in
•
h:\Ikendall\specs \div -15 15 -1 Updated 4/13/99
connection with this service will be paid for the plumbing contractor. Plumbing contractor
will install all gas piping from meter and complete the work as shown, all in accordance with
the requirements of the gas utility having jurisdiction.
2. Sewer connection shall be per requirements of local district.
J. Excavation and backfill for all plumbing.
K. Any fees or assessments required for any utility connections are a part of the plumbing contract.
15.3.2 COMPLIANCE WITH CODE
A. All work shall comply with requirements of all applicable codes, laws, ordinances, and
regulations of all authorities having jurisdiction. Nothing in these plans or specifications shall
be construed to permit work in violation of the governing codes. Where design exceeds code
requirements. design shall be followed.
B. The contractor shall obtain and pay for all permits, plan check fee, inspection, etc. and furnish
signed certified and acceptable copies to the Owner for their records. Before final acceptance
of the work, furnish to the Owner, "Certificates of Inspection ", stating that the work has been
inspected and approved by the authority having jurisdiction.
15.3.3 LOCATIONS
A. Locate the work to secure the best possible headroom and space condition. Neatly arrange all
work.
B. Verify that piping and fixtures can be installed in allocated spaces without restriction or
interference in required access or clearance to this equipment installed by others.
C. Any work installed contrary to the above, in the opinion of the Owner, shall be relocated without
additional cost to the Owner.
15.3.4 OPENINGS - IMPORTANT
A. No holes for piping will be allowed in any structural members (except where noted on plans)
without consent of the Owner. Openings have been indicated on the Architectural and
Structural Plans, and these openings are specified under other sections.
B. At a time in advance of the work, verify the openings or furnish new instructions as to
requirements for these openings. Should the furnishing of this information be neglected,
delayed or incorrect, and additional cutting is found to be required, the cost of same shall be
charged to this contractor.
C. DO NOT CUT STRUCTURAL MEMBERS.
15.3.5 PROTECTION
The contractor shall protect new and existing work, materials and landscape from damage and
provide for the safety of the public and workman by warning lights and barricades or other suitable
safety devices. The contractor shall assume all responsibility for materials, storage, damage to
equipment and safety to public and workman until final acceptance by the Owner.
15.3.6 GUARANTEE
•
h: \Ikendall\specs \div -15 15-2 Updated 4/13/99 _
The Contractor shall be responsible for all work under this section and shall leave the system in
perfect operating condition. He shall regulate, repair and replace at his own expense any defective
workmanship, materials and equipment which may become apparent within one (1) year after the
date of the final acceptance of the work. The decision of the Owner shall be final in respect to
imperfections. The Contractor shall furnish the Owner with all manufacturer's written guarantees of
materials and equipment.
15.3.7 MATERIALS
A. Materials shall conform to the applicable ASTM, ASME or ASA specification and standard
amended to date, unless otherwise specified.
B. Should directions of manufacturers of articles used in this contract cover points not shown on
the plans or herein specified, such directions shall be followed.
15.3.8 PIPE SCHEDULE
A. Soil, waste, and vent lines below and above grade:
1. Below grade and to 5' -0" outside of building use service weight hubless coated cast iron
soil pipe or A.B.S. pipe and fittings where codes permit.
2. Above grade use service weight hubless coated cast iron soil pipe and fittings, D.W.V.
copper or P.V.C. pipe and fittings as permitted by local code.
3. From 5' -0" outside of building, to main sewer line, pipe shall be vitrified clay pipe or A.B.S.
pipe and fittings where codes permit.
B. Hot and Cold Water Piping
1. Above the floor shall be type "M" copper with sweat soldered wrought copper fittings.
2. All copper under slab or under ground shall be type "K ". Copper installed under slab to be
soft drawn copper tubing with no joints permitted. Copper for underground service line and
trash enclosure can have sweat soldered joints with silver solder conforming to ASTM -B-
260.
C. Gas lines shall be schedule 40 black steel pipe with malleable black iron 150 p.s.i. fittings.
Galvanized pipe and fittings are not acceptable.
D. Down spout and storm drain lines (Where applicable see plans):
1. Below Grade: Service weight hubless coated cast iron soil pipe and fittings or P.V.C. pipe
and fittings as permitted by local codes.
2. Above Grade: Service weight hubless coated cast iron soil pipe and fittings, D.W.V. copper
or P.V.C. pipe and fittings as permitted by local codes.
E. Sleeves for Refrigerant, Co2 and syrup lines shall be PVC, Schedule 40, or transite conduit and
fittings, except where specifically noted otherwise, and must be water tight. All bends must be
24" sweeps. See "K" drawings.
h:Ukendall\specs \div -15 15-3 Updated 4/13/99
F. Any black piping on roof or exposed to weather, must be coated with two (2) coats Koppers
Bitumasic No. 50. Wait a minimum of two weeks, then topcoat with Koppers Bituplastic No. 28.
Apply coatings in accordance with the manufacturer's latest written recommendations. All
condensate drains, or other equipment drains shall be type "M" copper, sizes as shown on
plans.
G. Water heater flue piping shall be U.L. listed "Amerivent" B -1 type double wall round vent pipe
with locking joints and round vent cap.
15.3.9 PIPE MATERIALS AND FITTINGS
A. Cast iron soil pipe and fittings to be service weight cast iron hubless conforming to ASTM A -72.
B. Copper tubing to conform to ASTM B -88.
C. Isolation fittings to be EPCO 250 #, 109 degrees F. Isolation fittings shall be installed at all
points where copper or brass pipe or tubing joins ferrous pipe, fittings or equipment.
D. Solder to be silver solder conforming to ASTM B -260.
E. Galvanized or black iron pipe to be standard weight conforming to ASTM A -120.
F. Fittings to be standard weight galvanized iron malleable fittings, except at gas line, where
malleable black iron fittings shall be used.
G. All A.B.S. pipe and fittings shall be A.B.S. and D.W.R. ASTM #D2680 schedule 40.
H. All P.V.C. pipe and fitting shall be schedule 40 and meet NSF and ASTM #D3034 requirements.
I. P.V.C. adhesive used to join P.V.C. pipe shall be NSF listed and labeled.
J. A.B.S. adhesive used to join A.B.S.
15.3.10 PIPING INSULATION
A. Hot water, hot water return, and tempered water piping shall be insulated with 1" thick
Johns - Mansville "Micro -Lok" 650 (R =4.0 min.) fiberglass pipe insulation with FHC 25/50
composite rating based on N.F.P.A. 255 tunnel test, or A.S.T.M. E -84 tunnel test, or U.L. 723
tunnel test. Insulation shall be applied after piping has been installed, tested and is in a dry and
clean condition.
B. Pipe insulation shall be provided with Type Ap -T composite rated all purpose jacket with integral
pressure sensitive sealing adhesive. Transverse butted joints shall be covered with
Johns - Mansville "Z- Tape" white pressure sensitive tape.
C. Fittings and valve bodies shall be covered with Johns - Mansville "Hi -Lo Temp" fiberglass inserts
protected with Johns - Mansville "Zeston" premolded polyvinyl chloride fittings covers sealed with
Johns - Mansville "Z- Tape" white pressure sensitive tape. Flanges, unions and strainers shall
not be covered. Insulation shall be neatly terminated on each end at flanges and unions with
Johns - Mansville No. 375 insulating cement.
D. Outdoor insulated piping (including roof), shall be provided with Childers Lock -On 16 mils thick
smooth aluminum jacket with longitudinal z-joints and Childers "Jacs" smooth aluminum fitting,
flange and valve covers. Transverse butter joints shall be covered with Childers 2" wide
h:Ukendall\specs \div -15 15-4 Updated 4/13/99
preformed butt straps with factory applied plastic sealing compound.
E. Both hot and cold water piping and tubing exposed on roof shall be insulated as specified in item
4 above.
15.3.11 CLEANOUTS
Install cleanouts at all bends, angles and ends of all waste and sewer piping. All cleanouts shall
be brought to grade and in all cases shall be accessible. They shall have extra heavy bronze
plugs and shall be as manufactured by J.R. Smith. Exterior runs to sewer shall have clean -outs
at a maximum of 65 feet apart.
A. Exterior Cleanouts shall be provided with Brooks No. 3 -RT open bottom concrete box with steel
frame and traffic cover with the word "SEWER" cast in cover.
B. Interior Wall Cleanouts shall have cleanout body plastered or tiled in the wall with the face of
the body flush with the finished wall. Cleanouts shall be provided with Smith No. 4472
assembly with stainless steel shallow covers.
C. Interior Floor Cleanouts shall have gasketed water -tight scoriated adjustable screw secured
round top; cleanouts shall be Smith No. 4043 Assembly and shall have polished nickel bronze
tops.
15.3.12 HANGERS AND SUPPORTS
A. For soil, waste and storm piping all horizontal runs shall have Fee and Mason #125 adjustable
ring hangers, spaced not more than 5 feet apart.
B. For water and gas piping, use Fee and Mason #212 split ring hangers with supporting rods
spaced not more than 10 feet apart.
C. Provide Semco Trisolators at water pipe hangers.
15.3.13 ACCESS PLATES
Provide and install access plates over all equipment built into walls, floors or ceilings such as valves,
cleanouts, etc.
A. At tile walls: Potter - Roemer SS -9000 Series stainless steel flanged access panel with bright
finish with key locking device on hinged doors.
B. At painted wall: Potter - Roemer 9000 Series prime coated steel with Allen key locking device
on hinged doors.
NOTE: Water hammer arrestors do not require access openings.
15.3.14 BACKFLOW PROTECTION
Contractor shall provide backflow protection devices or vacuum breakers, at locations, if required •
by governing authorities. Contractor shall check with authorities to see if such are required.
h:Ukendall \specs \div -15 15-5 Updated 4/13/99
15.3.15 TRENCHING. EXCAVATING & BACKFILLING
A. All trenching, excavating and backfilling for the installation of all plumbing work shall be done
under this section of the specifications. After approval of installation, trenches and excavations
shall be backfilled with sand or approved imported soil. Conduit trenches shall be leveled to
prevent deformation of pipes after backfill. Backfill material shall be free of large clods, stones
and debris and shall be compacted to eliminate voids and to obtain a density of ninety percent
of the adjacent soil. Care shall be taken to prevent damage to pipes or other buried items and
to obtain full and uniform bearing against the sides. Truck rolling may be used for shallow
trenches 24 inches or Tess in depth. Where backfill occurs in paved areas, a mechanical tamper
shall be used to obtain the compaction required under other sections of these specifications
applicable to work in such areas. Backfill under building slabs shall be approved by the Owner.
If sand is used as backfill material, jetting will be permitted. Plumbing Contractor shall remove
excess dirt from site.
15.3.16 INSTALLATION
A. All piping shall be run concealed except where shown otherwise on drawings. Where piping
is run exposed it shall be placed in unimportant and out of the way places, as approved by the
Owner.
B. Valves, traps, cleanouts, and other apparatus to be installed in an_easily accessible location.
C. All steel piping underground or in concrete shall be dipped in asphalt and spirally wrapped with
two layers of 15 Ib. asphalt saturated paper, fully bedded in the asphalt and painted with a full
coverage of asphalt paint. All fittings and other joints shall be wrapped in the field in a similar
manner.
D. Soil, waste, vent offsets and house drains to be installed with a minimum, uniform grade of 1/4
inch to the foot.
E. Hot and cold water lines shall be at least six inches apart where piping is parallel.
F. Twenty-four (24) gauge galvanized iron flashing assembly to be furnished and installed on each
pipe passing through the roof. Flashing shall have reinforced boot and be complete with
galvanized iron counterflashing sleeve and perma -seal waterproofing compound. All vent pipes
shall be terminated 4 inches above the parapet. All vent pipes through the roof must be rigidly
braced to eliminate any movement.
G. Provide trap primers when required by governing authorities and as shown on the plans.
H. Provide water hammer arrestors as shown on the plans. Install arrestors at the fixture, not in
the attic space. No access panels are required. •
I. Break all vents and pipes through roof into equipment well. No pipes shall penetrate the sloped
roof area. No vent through the roof shall be closer than 10 feet from any air intake. Break any
vent away to maintain the minimum 10 foot dimension.
J. Black pipe gas line, where shown being run in pipe sleeve in kitchen area floor, shall be in a 3
inch sleeve, and shall be vented through roof per Uniform Plumbing Code, or per local
requirements.
h: \Ikendall\specs \div -15 15 -6 Updated 4/13/99
K. Soil, waste, storm drain, gas, and water piping shall not rest on chords or webs of trusses. Pipe
hangers must be used per 15.3.12.
15.3.17 FIXTURES AND EQUIPMENT
A. General:
1. All faucets shall be equipped with renewable seats. All exposed metal parts of plumbing
fixtures shall be the product of one manufacturer.
2. All fixtures shall be securely attached to supporting surfaces as specified and shall be
installed plumb and level. Wall hung fixtures shall be securely attached to wood blocking
securely framed in.
3. Every supply to every fixture and piece of equipment requiring the various services shall
be separately valved. In general, these valves are specified with the fixture, but where not
called for in the fixture specifications, this contractor shall provide suitable compression
stops (loose key or screw driver type lockshield valve) in addition to the faucets.
4. Plumbing fixtures shall be American Standard. Service basin shall be Fiat or Floristone.
Floor drains, roof drains and roof sinks shall be J.R. Smith, Wade, Josam or Zurn. Floor
sinks shall be Commercial Enameling Co., J. R. Smith, Wade, Josam or Zurn. Sill cocks
and hose bibbs shall be Acom or Woodford. Grease Interceptors shall be Nottingham, J.R.
Smith, Wade, Josam or Zurn.
Items listed in Fixture Schedule set minimum design, size and quality standards for
specified fixture. Contractor may select and install fixtures from above listed
manufacturers (only) which conform to the standards set in the schedule.
5. Underside of floor sink lip shall bear flat on finish floor tile unless detailed otherwise. All
sinks must be aligned parallel to alignment of mortar joints in floor tile. Any floor sink not
conforming to above, shall be removed and reset to conform.
B. Fixture Schedule:
1. Water closet: WC -1 American Standard No. 2234 -015 "Madera Aquameter" white vitreous
china; with Olsonite #95 elongated, white, open front, no cover seat, 3240 stainless hinge
with check; 481310 -100 bolt caps; and Sloan #111 hand flush valve and screw driver angle
stop bumper.
2. Water closet: WC -2 American Standard No. 3043 -102 "Cadet Aquameter" white vitreous
china; with Olsonite No. 95 elongated, white, open front, no cover seat, with self sustaining
hinge; 481310 -100 bolt caps; and Sloan #111 hand flush valve and screw driver angle stop
with bumper. Provide stem for trap primer as indicated on drawings.
3. Lavatory: L -1 American Standard No. 0355.012 "Lucerne" white vitreous china. American
Standard Heritage #5402.172V centerset lavatory faucet with vandal resistant wrist blade
handles, includes strainer, tailpiece and aerator; 3/8" supply and stop; 1 -1/2" cast brass
L.A. "P" trap. Supply and install Plumex #3011 White - drain insulator.
4. Lavatory: L -2 American Standard No. 5300 -124 "Ledgemere" enameled cast iron, with wall
hanger and Heritage faucet with strainer and tailpiece, 3/8" supplies with stops; 1 -1/2" cast
brass "P" trap. Supply and install Plumex #3011 White - drain insulator.
h: Ikendall\specs \dlv -15 15-7 Updated 4/13/99
5. Urinal: UR -1 American Standard No. 6451.132 "Allbrook ", white, vitreous china wall
mounted, (low flow 1.0 gallon per flush), siphon jet, with Sloan Royal #186 -1 gallon flush
valve, top spud hand operated, screw driver angle stop with cover and cap.
6. Service Basin: SB -1 Fiat MSB 2424 molded -stone 24" x 24" x 10" complete with vinyl
bumperguards with cast -in brass floor drain; Chicago 886 -R wall double faucet with integral
loose key stops, vacuum breaker and hose end swing spout; 2" cast iron "P" trap.
7. Floor Drain: FD -1 Smith 2010 -B assembly with cast iron body and nickel bronze strainer
head.
8. Floor Drain: FD -2 Same as FD -1 with trap primer connection.
9. Floor Drain: FD -3 Smith 2220 -H as indicated at trash enclosure only.
10. Floor Sink: FS -1 Commercial Enameling Co., 12" x 12" x 6" with enameled dome strainer
with 1 /2 or 3/4" top enameled grate. See plans for grate type.
11. Sill Cock: Acorn No. 8121 VP, rough nickel, 3/4 inch size with vacuum breaker (warm
weather areas). Smith No. 5610VB, nickel bronze, with vacuum breaker, 3/4 inch size
(freezing areas where specified on drawings).
12. Hose Bibb: Acorn No. 8126VB rough brass,.3 /4 inch size with vacuum breaker (warm
weather areas). Smith No. 5910VB, bronze with vacuum breaker 3/4 inch size. Verify
depth of bury per job site condition (freezing areas where specified on drawings).
13. Grease Interceptor: Shall be provided with two (2) manholes. See plans for size and type
of interceptor to be used.
a. When shown outside building, use reinforced concrete with traffic covers, and back
fill with pea gravel to within 6" of top of containment ring. Acceptable Grease
Interceptors are as manufactured by the following:
1. M.C. Nottingham Co.
2. Pro Cast
3. Mid -State Concrete
4. Jensen Pre -Cast
5. Utility Vault
b. When shown inside building, use cast iron as manufactured by J.R. Smith with 6"
extension as required.
c. When shown in traffic areas, interceptor shall be rated for traffic application and
shall be "IAMPO" approved.
14. Roof Drain with Overflow: RD -1 Tech Specialties #T -6103 - 3" A.B.S.
C. Plumbing Contractor shall securely support all water, gas, condensate piping, and any other
pipes on roof, with redwood blocks 3 -1/2" wide and 12" long set in roof mastic, not to exceed
3'0" on centers. Pipe shall be strapped to wood blocks. Provide isolation between straps and
pipes. (Do not nail blocks thru roofing.)
15.3.18 SPECIAL KITCHEN AND RESTAURANT EQUIPMENT
A. Plumber will provide rough in and final connection to waste, vent, hot and cold water, gas, etc.
all as indicated on the plan and /or as required to special equipment by others.
•
h:Ukendall\specs \div -15 15-8 Updated 4/13/99
1. Special kitchen and restaurant equipment supplier will provide overflow drains for the pot
sink kitchen and at all kitchen faucets.
2. Plumber will provide and install drains, valves, tailpieces, traps and /or indirect drains as
required to complete the work. Each supply line to each fixture shall be equipped with a
stop valve located in an accessible space. All "P" traps shall be removable.
B. Before proceeding with the work, the plumber shall obtain full information regarding rough -in
to measurements, floor layouts and elevations, curb and island dimensions, and any other
necessary data.
15.3.19 EQUIPMENT
A. Water Heater:
Water heater shall be a Rheemglas.model #G 76 -75C having gas input of 75,500 BTU and a
recovery rate of 69 gallons at 100 degree temperature rise; or American Water Heaters #CG32-
75T80-4N having a gas input of 80,000 BTU and a recovery rate of 78 Gal. at 100° temperature
rise; or as shown on plans. Water heater shall have the A.G.A. Seal of Certification and shall
meet or exceed the recovery efficiency and standby loss requirements of California. Water
heater shall be furnished with a tank lined with a double coating of high temperature glass and
furnished with multiple magnesium anode rods rigidly supported. Tanks shall have a working
pressure rating of 150 P.S.I. Heater shall be covered by a three (3) year limited tank warranty
for commercial applications against corrosion.
B. Pressure - Temperature Relief Valve:
1. Water heater shall be provided with Watts 40 Series, 140 Series or 240 Series
pressure- temperature relief valve with extension thermostat. Relief valves shall be ASME
pressure rated and A.G.A. temperature rated for not less than the gross output of the
heater. Relief valves hall be factory set to relieve at 125 p.s.i. pressure and 210 degrees
F temperature.
2. Relief valve shall be installed on the hot water side of the water heaters. Discharge piping
shall be of the same size as the relief valve outlet and shall be extended outside of room
terminated with 90 elbow down.
C. Insulation Jacket
Proved and install Owens - Corning Fiberglass Corporation water heater insulation jacket, sized
for 75 gallon water heater. To be installed per manufacturers instructions for gas water heater.
D. Thermostatic Mixing Valve (for Tempered Water): Watts #L70A, Thermostatic Mixing Valve
Assembly.
E. Trap Primer: Sloan No. F -72 -A1 Trap Primer. All exposed parts to be chrome plated.
F. Pressure Reducing Valves:
Wilkins 600 Series 300# I.A.P.M.O. listed screwed all bronze direct acting spring loaded
diaphragm adjustable pressure reducing valve with integral by -pass, union and strainer. Install
h:Ukendall\specs \div -15 15 -9 Updated 4/13/99
on main service at building where existing water pressure exceeds 90 P.S.I.
G. Water Hammer Arrestor
Provide and install arrestors as manufactured by Precision Plumbing Products, Inc. or approved
equal manufactured by J.R. Smith, Zurn, or Josam.
15.3.20 TESTS
A. All tests shall be made in strict accordance with all applicable ordinances or as outline below.
The Owner shall be notified in advance of the time schedule for tests, so that an Owner's
representative is present at the test.
1. The entire soil, waste and drainage system shall be tested under water pressure.
2. All water piping shall be tested under a hydro- static pressure of 125 p.s.i.
3. All power, water and all instruments required shall be furnished by the plumbing contractor
as well as all necessary labor.
4. All gas piping shall be tested under air pressure of 10 p.s.i. which shall be held for four
hours without a drop in pressure.
B. If the requirements of the ordinances are in excess of these, they shall be followed.
C. All tests shall be made in the presence of and to the satisfaction of the Owner or his
representative.
15.3.21 ADJUSTING
Upon completion of cleaning of system and apparatus, automatic parts of plumbing system shall be
carefully adjusted for normal operation. All flush valves shall be checked for proper operation and
final adjustments made where required. Vacuum breakers on water supply to fixtures shall be
inspected and cleaned of any foreign material that would hinder their proper functioning.
15.3.22 CLEAN UP
After completion of work and prior to final acceptance, thoroughly clean all parts of the work, remove
all debris and surplus equipment and leave installation in perfect condition, ready for use.
SECTION 15.4 FIRE SPRINKLER
(IF APPLICABLE)
15.4.1 SCOPE
Sprinkler system to comply to N.F.P.A. #13 requirements. Sprinkler contractor shall include all costs
from water districts for service connection, detector check valve and vault as required.
Installation shall comply to all City and County requirements. Provide complete coverage of entire
floor area, walk -in cooler and freezer (dry pendant) and complete attic coverage, including all interior
soffit areas.
h:Ukendall\specs \div -15 15-10 Updated 4/13/99
Sprinkler heads shall be semi - recessed with chrome plated escutcheon in all public areas, including
restroom and vestibule. Sprinklers shall have pendant heads with chrome escutcheon.
Fire sprinkler service shall enter at the rear of the restaurant, locate the riser and required alarm
assembly adjacent to the water heater.
Fire sprinkler contractor shall submit complete shop drawings for fire department and Owner
approval. Contractor shall include all required fire department tests.
•
h: \Ikendall\specs\div -15 15-11 Updated 4/13/99 •
•
DIVISION 16 ELECTRICAL
SECTION 16.1 GENERAL
16.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
SECTION 16.2 ELECTRICAL WORK
16.2.1 SCOPE
A. Before submitting proposals for this work, the Contractor will be held to be familiar with all
governing codes and to have examined the premises to determine conditions which may affect
or be affected by his work, and to understand the conditions under which he will be obliged to
operate in performing his work. No allowance shall be made subsequently in this regard for any
error through negligence on his part. The Contractor shall check for all addenda before
submitting his bid.
B. This work includes fumishing and installing all electrical material, accessories, supports, conduit,
wire, connections, grounding, excavating and all other labor and materials indicated on the
drawings or specified herein and required by codes. This includes all electrical materials and
connections required for operation of all items of equipment furnished under other sections of
these specifications and by the Owner. For clarity some items may be noted as "BY
ELECTRICAL CONTRACTOR" or "IN THIS CONTRACT ".
C. Work Included:
The work under this section is not limited to, but shall include:
1. Electric service conduits and cables and utility company service charges.
2. Coordinate with electrical utility company and provide metering facilities to comply with
utility company requirements.
3. Coordinate with telephone company and provide telephone service conduits to comply with
telephone company installation requirements.
4. Main metering switchboard, motor control equipment, panelboards and feeders for a
complete power and lighting distribution system.
5. Lighting fixtures, lamps, outlet boxes, conduit, wire wiring devices, control components and
accessories.
•
6. Conduit, wiring and connection for all line voltage electrical equipment furnished and
installed by others (see Mechanical, Refrigeration, Fire Control drawings).
7. Conduit and wire for low voltage controls. Final connections by others.
8. Conduit and wire for public sound system.
9. Motor controls.
10. Trenching, excavating and backfilling for electrical work.
h :\Ikendall\specs \div -16 16-1 Updated 5/17/93
11. Permit, plan check and inspection fees.
12. Starters and disconnects for all fan motors.
13. Any fees or assessments required by local authorities are a part of the electrical contract.
14. Installation of chandeliers and bracket lites, when furnished by others.
•
15. Furnish and install cables for computers and car sensor (drive - thru).
D. Work Not Included:
1. Public telephone wiring and instruments.
2. Motors.
3. Connection of low voltage wiring to air conditioning controls (except as shown on plans).
4. Public sound system.
E. Equipment provided under other sections, but connected under this section:
1. Mechanical.
2. Food service equipment.
3. Signs.
16.2.2 REQUIREMENTS OF REGULATORY AGENCIES
All work and materials shall comply with all regulations of the state and local Fire Marshall, the
National Electrical Code, and all other applicable state and local codes and regulations. All such
rules, regulations and ordinances in effect at the time the work is done shall be as fully binding as
if written herein. Nothing in these drawings or specifications shall be construed to permit work not
conforming to all such rules, regulations, and ordinances. Where the requirements of the drawings
or these specifications exceeds those of governing codes or agencies, the plans and specifications
shall govern.
16.2.3 PERMITS AND INSPECTIONS
This Contractor shall obtain and pay for all plan check, permit and inspection fees for all electrical
material and connections which are required by legally constituted authorities having jurisdiction, and
make arrangements for all inspection.
16.2.4 CHANGES TO ELECTRICAL WORK
The Owner reserves the right to order, in writing, any changes which they may desire to make in the
work or materials herein specified, or shown on the drawings. Such changes shall not alter the
terms of the contract. The true value of such changes, whether additions or deletions, shall be
added to or deducted from the original price. All additional conduit, outlets, switches, fixtures and
other material and labor added to the electrical work, not indicated on the drawings or in the
specifications, and involving additional cost to the Owner, shall be submitted to the Owner and a
price agreed upon, in writing: See Section 1.8 of this specification.
h:\Ikendall\specs \div -16 16-2 Updated 5/17/93
16.2.5 COORDINATION WITH OTHER TRADES
The drawings indicate the approximate location of outlets and materials unless dimensions are
shown. The Contractor shall coordinate with other trades and use good judgment in locating outlets
and materials to avoid conflicts with work being installed by others. Outlets for connection to
equipment shall be located by referring to shop drawings, manufacturer's recommendations and by
measuring actual equipment to be installed. The Contractor shall examine all contract documents
and drawings to determine division of work between trades and to logically locate work to coordinate
with structural elements, cabinet work, mirrors, windows, doors, door swings, including cabinet
doors, furring, ducts, pipes and other elements of construction and equipment.
16.2.6 DRAWINGS AND SPECIFICATIONS
A. The drawings indicate the general arrangement of equipment and routing "of conduit and wiring
systems an for clearness and legibility are essentially diagrammatic. It is not the intent of the
drawings to show exact connection points, offsets, pull box locations and routing through
structural elements.
' Where not specifically located, all outlets shall be located in accordance with good practice and
shall be readily accessible for operation and maintenance. All scale dimensions are
approximate. Before installing electrical work, the Contractor shall verify requirements for other
trades and construction details and verify dimensions on the job.
16.2.7 DRAWING CONFLICTS
In the event of a conflict or inconsistency between items indicated on the drawings and in the
specifications or conflicts with code requirements applying to the same item, that drawing indication,
note, specification or code which prescribes and establishes the higher standard, provides for a
better grade of material or provides a more complete job shall take precedence. The Contractor •
shall notify the Owner to obtain a clarification.
16.2.8 MATERIALS AND WORKMANSHIP
A. All material shall be new, unless specifically noted otherwise, and shall bear the label of, or be
listed by, the Underwriters' Laboratories, Inc., where applicable. All materials shall be products
of manufacturers regularly engaged in the production of such material and shall be the latest
improved design, unless specifically noted otherwise. All materials of one type or of one system
shall be supplied by the same manufacturer.
B. All workmen shall be skilled in the kind of work they are performing and shall be under the
direction of a competent foreman. All material shall be installed in a neat workmanlike manner
and firmly secured in place, consistent with standard practices, in the electrical construction
industry, as defined in the "Standards of Installation" published by the National Electrical
- Contractors Association.
16.2.9 REMOVAL OF MATERIAL
A. All materials not approved by the Owner and all material not properly installed, shall be promptly
removed from the premises by the Contractor, whether or not it has been incorporated into the
work. The Contractor shall then promptly replace and reconnect all work in accordance with
the drawings and specifications, at his own expense, and shall also bear the expense of
restoring all work of other trades damaged or dislocated by such removal or replacement.
h:\Ikendall\specs\div -16 16 -3 Updated 5/17/93
•
B. Should the Contractor refuse to remove and replace unsatisfactory materials and installation,
and restore work of other trades after having been notified by the Owner, then the Owner shall
have the right to enter upon the work and procure such materials and labor required to remove
and replace all unsatisfactory work and restore work of other trades, in order to complete the
project. All costs incurred by the Owner for such corrective work shall be borne by the
Contractor.
16.2.10 STRUCTURAL CONDITIONS - SPECIAL NOTE
A. Where conduits, sleeves, inserts, supports, cabinets, fixtures and other material are to be
attached to, pass through, or interfere with, any structural member, or where notching, boring
or cutting of any structural member is necessary, or where special openings are required
through floors, footings, foundations, walls, roofs, or other structural elements to accommodate
the electrical work, this Contractor shall obtain the approval of the Owner and shall coordinate
all such work with the General Contractor, and other trades. The Electrical Contractor shall
perform all such work and shall patch and repaint all members and surfaces damaged or soiled
in performing the electrical installation, unless specifically instructed otherwise.
B. Where conduits pass through walls or foundations, seal around conduits to make the work
watertight. Where conduits pass through roofs, provide galvanized metal flashing and seal with
a suitable compound, intended for the purpose to make the work watertight.
C. See detail and plan for conduits through roof on Architectural drawings.
16.2.11 TRENCHING. EXCAVATION AND BACKFILLING
A. All trenching, excavating and backfilling for the installation of all electrical work shall be done
under this section of the specifications. After approval of installation, trenches and excavations
shall be backfilled with the excavated material or approved imported soil. Conduit trenches
shall be leveled to prevent deformation of conduits after backfill. Backfill materials shall be free
of large clods, stones and debris and shall be compacted to eliminate voids and to obtain a
density of ninety (90 %) percent of the adjacent soil. Care shall be taken to prevent damage to
conduits or other buried items and to obtain full and uniform bearing against the sides. Truck
rolling may be used for shallow trenches 24 inches or less in depth. Where backfill occurs in
paved areas, a mechanical tamper shall be used to obtain the compaction required under other
sections of these specifications applicable to work in such areas. Backfill under building slabs
shall be approved by the Owner.
B. All plants, shrubs and turf in the area of trenching or excavating shall be carefully removed,
protected replanted after backfilling is completed.
C. All sidewalks, driveways, and other cement or asphalt surfaces, which are cut or damaged
during trenching or excavation shall be repaired to match the adjacent work in materials and
finish.
16.2.12 SLEEVES. INSERTS AND SUPPORTS
The Contractor shall be responsible for making all necessary provisions throughout the building to
receive his work as the construction progresses. He shall provide all sleeves, backing, inserts,
anchor bolts, brackets, hangers and other supports necessary for the installation of all electrical
fixtures, pull boxes, conduits, wireways, panelboards, switchgear, control equipment, and all other
material and equipment in this contract.
h: \Ikendall\specs \div -16 16-4 Updated 5/17/93
16.2.13 ELECTRIC SERVICE
A. The general arrangement of the service entrance conduits are indicated on the drawings. The
Contractor shall be responsible for verifying the exact location of the point of service connection,
routing of incoming service lines and service metering requirements with utility company and
shall provide all service equipment in accordance with the utility company requirements. Before
submitting his bid, the Contractor shall also contact the utility company and determine the cost
of labor and material to be furnished and installed by the utility company but will be chargeable
to the customer, and he shall include all such charges in his bid. All labor and material required
to leave the electric service installation complete and connected, without additional cost to the
Owner shall be included in this contract.
B. The Contractor shall give the Owner sufficient advance notice, in writing, when they must make
application for permanent service.
16.2.14 PROTECTION
The Contractor shall protect new and existing work, materials and landscape from damage and
provide for the safety of the public and workmen by warning lights and barricades or other suitable
safety devices. The Contractor shall assume all responsibility for materials, storage, damage to
equipment and safety to public and workmen until final acceptance by the Owner.
16.2.15 MATERIALS
A. Main Metering and Distribution Switchaear:
1. The approximate locations of the metering and distribution equipment are indicated on the
drawings. Verify building dimensions, on the site, and equipment dimensions from shop
drawings and coordinate space requirements with other trades. Coordinate with the utility
company and manufacturer and provide metering equipment, and space with provisions
and fittings for equipment to be furnished by the utility company, to comply with the utility
company requirements.
2. All switchgear shall be totally metal enclosed, dead front, dead rear, with line side bussing
for all present equipment and spaces. Bussing in space for future equipment shall be
drilled and tapped and ready to receive equipment. All load and line side lugs for service
and feeders shall be of proper size to hold all strands of the wires. Provide all circuit
breakers, switches, fuses, motor control devices and all other equipment as specified
herein and as indicated on switchgear and feeder diagrams and notes on drawings.
Provide NEMA "Class 1 B" wiring. Provide an identifying nameplate for each device on the
switchboard. Nameplates shall be black and white nameplate stock with characters cut
through the black exposing the white. Cabinets shall be treated with a rust inhibitor and
have standard factory finish, unless indicated otherwise. Level all floor standing switchgear
and fasten securely to floor. Where floor is not level, pour a separate level concrete base
or cut floor and grout in suitable channels to provide a level base.
B. Panelboards and Load Centers:
1. Lighting, power panelboards and load centers shall be dead front, dead rear, flush or
surface mounted, as noted on plans, with hinged door, in trim, unless noted otherwise.
h: \IkendaiI specs \div -16 16-5 Updated 5/17/93
•
2. A directory frame with plastic shield shall be factory assembled on inside of doors with a
directory card, neatly typed, indicating circuit numbers and circuits controlled. Cabinets
shall be of code gauge galvanized steel. Door trim shall be treated with a rust inhibitor and
have standard factory finish unless indicated otherwise. A stamped metal nameplate shall
be installed on all dead fronts indicating U.L. approval, volts, amps and phase of panel.
All panels shall have a black laminated plastic nameplate on outside, engraved with panel
identification. Quantity and rating of breakers, bus capacity, cabinet size, bussing
sequence and circuit numbering shall be as indicated on drawings. All outlets and
equipment shall be connected to circuit numbers as indicated on drawings. Circuit
breakers shall be trip indicating with quick -make, quick -break mechanism with thermal
magnetic trip, unless specifically noted otherwise. All 2 and 3 pole breakers shall have
common trip. Circuit breakers used for switches of electric discharge lighting shall have
provision for padlocking in the open position and shall be rated for switching duty.
3. Cabinets and trims for all panels of one type shall be matching in style and finish, except
as noted otherwise, and cabinets and door -in -trim shall be obtained from the same
manufacturer. At each flush mounted panelboard, extend a one -inch spare conduit, in
addition to any spare conduits shown on plans, into furred space, attic or joist space above
the panel.
C. Motor. Controls Equipment and Connections
1. The Electrical Contractor shall provide all conduit, wiring and connections for all line
voltage, and low voltage, and low voltage equipment, (48 volts and under), motor controls
and mechanical equipment furnished under the electrical and other sections of the
specifications and furnished by the Owner, unless specifically noted otherwise. Air
conditioning contractor shall make final connection of low voltage controls. For conduit
wiring and connections of motors, starters, controls and related components and
equipment furnished by others, but not prewired, and for interwiring of motor starters and
controls, furnished under the electrical contract, to control equipment by others, obtain the
manufacturer's approved shop drawings, diagrams and instructions for the specific
equipment and application, as furnished by the manufacturers of the various items of
equipment to be used on this project.
2. All motor starters provided under this section of the work shall have overload elements in
all phases. Verify the actual motor nameplate current rating and ambient conditions and
provide the proper overload heater elements. Starters and relays shall be provided with
all hand - off -auto switches, pushbuttons, pilot lights, auxiliary contacts and other
accessories and with coil voltages as required for the proper operation indicated by the
diagram and instructions for the equipment to be controlled.
3. Individually mounted units shall have enclosures suitable for the location and atmosphere
in which they are installed. Starters, relays and controls shall be as manufactured by G.E.,
Square "D ", or Cutler Hammer. All starters, relays and control components furnished by
others, but not integrally mounted on their equipment, shall be installed by the Electrical
Contractor as directed by the trade furnishing the material.
D. Conduit
1. The Contractor may install whichever of the following types of conduit are permitted by
code, unless indicated otherwise:
a. Rigid conduit and fittings shall be steel, hot dipped galvanized or sherardized, or.
h:Ukendall\specs \div -16 16 -6 Updated 5/17/93
aluminum.
■ b. Electrical metallic tubing and fittings shall be steel, galvanized or sherardized, or
aluminum. Fittings shall be water resistant type.
c. Flexible metal conduit and fittings shall be steel galvanized or aluminum and shall
be continuous from outlet to outlet and shall be used only in dry locations. "Sealtite"
liquid tight flexible conduit, shall be used where flexible metal conduit is not covered
by walls or above ceiling, and at exposed open areas of equipment, and shall be
installed per N.E.C. Article #351.
d. Plastic conduit: Plastic conduit and fittings may be used for underground runs for
electric and telephone service, panel feeders and branch circuits. All conduit sizes
shown on plans are based on steel conduits with the number of conductors shown.
Where plastic conduits are used the contractor shall be responsible for providing
the proper size ground conductors and increasing the size of conduit where
necessary. All plastic conduits shall be PVC, schedule 40, heavy wall rigid conduit.
All joints shall be firmly cemented together. Where conduits are turned up above
grade or into buildings, all elbows and risers shall be Schedule 80 P.V.C.
e. Intermediate Metal Conduit shall be hot dipped, galvanized or sherardized. IMC
may be used the same as rigid steel except it shall not be used in concrete or
underground.
2. Conduit Installation
a. Conduit routing indicated on the drawings is diagrammatic only and is not
necessarily the intended, actual conduit run. The Contractor shall check and be
responsible for the actual installation with regard to available space and shall
cooperate with other trades. Conduit and metallic raceway shall be mechanically
and electrically continuous from sources of current to all outlets in a manner to
provide a continuous ground path. Ends of conduit shall be closed during
construction to prevent entrance of dirt or moisture. All conduit work shall be
concealed unless otherwise shown or indicated. All empty conduits and ducts shall
have a No. 12 B.W.G. steel, zinc - coated pull wire or nylon pull line installed therein.
Empty conduits stubbed out shall be threaded and capped at both ends unless
indicated otherwise.
b. All conduits installed underground must be at least 18 inches below finished grade,
and all backfilling tamped every 6 inches. All surplus earth shall be disposed of as
directed on the site. All conduits must be tested and approved before covering.
Where installed in ground floor slab, the conduits shall be trenched under or
blocked up to provide a minimum of two inches of concrete on all sides of the
conduit.
c. The joints of all conduits run in concrete or underground shall be liquid and gas tight
and all threads shall be thoroughly filled with red lead or other approved compound
before screwing into coupling.
d. All underground metal conduits not in concrete, either inside or outside the building
area, shall be wrapped with a pipe coating tape of not less than 10 mil thickness.
Tape shall be applied with a minimum one -half inch overlap. Width shall follow
manufacturer's recommendation for the size of conduits used. Tape shall be
Scotchwrap No. 52 or Johns - Manville NO. VID -10. Fittings and couplings shall be
covered with an additional molding tape under the coating tape.
h: \Ikendall\specs \div -16 16-7 Updated 5/17/93
•
e. Install electrical metal conduit (EMT) per N.E.C. Article 348. EMT shall be securely
fastened in place at least every 10 feet and within 3 feet of each outlet box, junction
box, cabinet or fitting.
f. Install flexible metal conduit per N.E.C. Articles 350.and 250 -91. Flexible metal
conduit shall be secured by approved means at intervals not exceeding 4 -1/2 feet
and within 12 inches of each side of every outlet box, junction box, cabinet or fitting.
A ground wire shall be installed in all flexible metal conduits except where less than
6 feet long and installed wires are protected by maximum 20 AMP over current
devices. A ground wire shall be installed in all conduits which are used to connect
equipment where flexibility is required. Flexible metal conduit shall be installed in
essentially straight lines without loops. Provide additional supports as necessary
to eliminate sagging. Armored cable (BX or MC) shall not be used.
E. Grounding: All wiring shall be in a grounded, continuous metal raceway system, except as
specified above for service ducts. The raceway neutral and all electrical and mechanical
equipment shall be grounded as required by all applicable codes, whether such grounding is
shown or not.
F. Boxes and Covers: All boxes and plaster rings shall be of size required by ordinances or larger
and unless noted otherwise, shall be standard code gauge pressed steel, galvanized or
sherardized. Proper plaster covers, which rise the full thickness of plaster or finish material,
must be installed on all outlets in finished locations. All boxes, except in concrete or masonry,
shall be securely screwed to suitable blocking, 2" x 4" or 2" x 6" as required. Device outlet
boxes, shall be minimum 4 inches square, 1 -1/2 inches deep. Flush outlets shall be provided
with proper flush device cover. Surface outlets shall be provided with proper zinc - coated steel
surface cover in unfinished areas. All outlets shall be flush, unless otherwise indicated. In
finished areas install stainless steel plates in food preparation, serving and scullery areas. In
all other areas, smooth plastic plates may be installed. All exterior boxes shall be threaded,
cast, weatherproof type boxes. No "open to earth bottom" type concrete boxes are allowed.
G. Lighting Fixtures, General
1. A lighting fixture shall be installed at all lighting outlets. All lighting fixtures shall be of the
type indicated on plans and described in the fixture schedule and shall be furnished
complete with lamps. All fixtures of one type shall be by one manufacturer and shall be
identical in appearance and finish.
2. Proper hangers or fixture studs shall be provided for the type of installation used. Blocking
and intermediate supports between joists, or channels for suspended ceilings, shall be
furnished under this section of the specifications. Use approved bar hangers to support
fixtures on suspended ceilings: All fixtures shall be provided with proper plaster frames or
adapters necessary for a complete installation in the type of ceiling in which they are
installed whether such accessory materials are specified or not.
3. The Electrical Contractor shall check with the ceiling installers for location and installation
of all fixtures. Where dimensions or other orientation are not shown, fixtures shall be
installed in straight lines, spaced to obtain a symmetrical arrangement within the room, with
distance from wall to nearest fixture one -half the distance between fixtures. Where fixtures
are installed in or on acoustic tile or panel ceilings, the spacing of fixtures shall be adjusted
to obtain the most nearly symmetrical arrangement with the lines of the acoustic material.
h:\Ikendall\specs \div -16 16-8 Updated 5/17/93
(See Reflected CIg. Plan.)
4. The Catalog No., in the lighting fixture schedule, indicates the type of fixture. The
Contractor shall provide all fixtures with all accessories required for a complete installation.
Also provide the fixtures with all variations from standard as indicated by the description
or other notes, specifications or codes whether or not such accessories, variations or
additional components are indicated by the catalog number.
H. Light Fixtures
1. All recessed incandescent fixtures shall have approved heat resistant wire (AF) between
junction box and fixture socket. A clearance of 1/2 inch or more shall be maintained
between fixture and wood members.
2. Fluorescent lighting fixtures for direct mounting on combustible ceiling material shall be
attached with short stems or pedestals to suspend the bottom of the luminaire a minimum
of 1 -1/2 inches below the ceiling, unless approved direct mounting fixtures are used.
Luminaires shall be attached to at least two pedestals by two screws each and pedestals
shall be supported from blocking by at least two screws each, where mounted on wood
blocking. Fixtures on low density tile shall be approved for direct mounting, unless
specifically noted otherwise.
I. Lamps and Ballasts
1. Incandescent lamps shall be inside frosted, unless indicated otherwise, from 0 to 300
watts, and clear for higher wattages, except that PAR lamps or reflector lamps shall be
provided for fixtures designed for same.
2. Fluorescent lamps shall be per Lighting Fixture Schedule, as manufactured by
Westinghouse, General Electric Co., or Sylvania Electrical Products. Fluorescent lamps
and ballasts shall be designed for 430 milliamp operation of either rapid start or T -12
slimline lamps, unless indicated otherwise on plans. Ballasts shall be high power factor,
E.T.L. tested and approved and C.B.M. certified. Any fluorescent fixtures or ballasts which
have a noise level which is obviously above the average shall be corrected or replaced.
All ballasts shall be energy efficient type.
J. Lighting Switches
• 1. Install a Tight switch, at all switch outlets, of type indicated on plans. Lighting switches shall
be tumbler type. Switches shall have plaster ears for mounting and shall have fire
•
resistant, non - absorbitive, composition cups which fully enclose the operating mechanism.
2. Switches in all finished areas shall have ivory handles, except brown shall be used at dark
finished walls only.
3. Switches for incandescent and fluorescent lighting shall be A.C. type rated 15 amps.
120/277 volts.
K. Device Plates
1. Furnish and install all device plates for all outlets, including switches, receptacles,
telephone outlets, etc.
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2. In all areas, where so specified, device plates shall be satin stainless steel, Sierra "S" line
unless indicated otherwise.
3. At dark finished walls, only device plates shall be brown, Sierra "P" line.
4. Where two or more devices are installed at the same location, gang plates shall be used.
5. Outlets for pulling and junction points shall have blank plates to match the other plates in
the area. Where boxes with blank plates are required on the ceiling, the covers shall be
painted to match the finished surfaces. Do not install sheet metal covers on boxes in
finished walls or ceilings.
L. Disconnect Switches
1. Enclosures for EXO switches shall be general purpose NEMA 1 for indoor applications and
raintight NEMA 3R for outdoor applications, unless noted otherwise.
2. Switches shall be fused or non - fused, 2 or 3 pole as required for the circuit or equipment
to which it is connected.
3. Switches for motors shall be general duty type, horsepower rated, side operated, with
quick -make and quick -break operating mechanism, unless noted otherwise.
M. Convenience Outlets
1. Shall be "Specification Grade ", duplex, 3 wire, with one pole grounded.
2. At convenience outlets behind shelving, install the outlet boxes flush with the wall and use
a plaster ring to project through back of the shelving.
3. Where outlets are indicated at counter tops and no mounting height is indicated, the
Contractor shall check the architectural drawings for counter height and install the outlets
above the counter and above the backsplash, unless indicated otherwise.
4. Receptacles shall be ivory in all areas, except brown shall be used at dark finished walls
only.
5. Receptacles:
a. 15A, 125V (parallel blade): Sierra No. 1402
b. 15A, 250V (tandem blade): Sierra No. 1403
c. 20A, 225V: Sierra No. 1462
N. 600V Wire and Cable
1. All wire shall be new, A.W.G. size, and of recent manufacture, bearing the Underwriter's
label, the manufacturer's trademark and the type and size of wire. Conductors shall be
continuous between outlets without splices, except in outlets or junction boxes.
2. Minimum wire size shall be No. 12 A.W.G., except No. 14 A.W.G. may be used for motor
control circuits. All wire No. 8 A.W.G. and larger shall be stranded.
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All wires in raceways shall be Type THHN or THW. Wire in continuous row fluorescent
fixtures shall be type AVA, RHH or THHN. Fixture wire shall not be Tess than No. 14
A.W.G., stranded type AVA, AF or other approved, heat resisting wire. Unless specifically
indicated otherwise, all conductors shall be copper.
3. No wires shall be installed in conduit until conduit and outlet boxes have been permanently
installed and are free of moisture and all debris have been removed from boxes and outlets
and conduit swabbed clean.
4. Use only approved compounds for pulling wires. Use of green soap or petroleum products
will not be permitted as wire lubricants.
5. Wiring at panelboards, switchboard and terminal cabinets shall be neatly formed and laced.
Tag each wire by circuit number, including neutral, with adhesive markers.
6. Circuits for cash registers, computer processor and printers shall have separate neutrals
and equipment ground wires for each circuit, run from the outlets to the panel.
7. 150 degree type FEPB wire shall be used at all heating appliance connections.
O. Wiring Connections: All connections shall be made without strain on conductors, allowing
conductors to take a natural position after connection. All foreign materials shall be thoroughly
cleaned from the contacting surfaces of lugs and wire before making connection.
16.2.16 SUBSTITUTIONS
All materials and equipment shall be as specified herein or as indicated on the drawings.
Substitutions may not be made without written approval of the Owner. Wiring quality and space
requirements shown on plans is for equipment as specified. In the event that the Contractor makes
substitutions in materials, equipment or designs, with or without the Owner's approval, the Contractor
shall assume full responsibility for all changes in conduit, wiring, space requirements and for the
effects of such substitutions on the entire project. He shall pay all charges resulting from such
substitution including charges for removal of such material, modification in the work of other trades
and including charges for additional engineering. Acceptable alternate materials are indicated on
the drawings and in these specifications. No other substitutes shall be made.
16.2.17 CLEANING EQUIPMENT AND MATERIALS
The Contractor shall thoroughly clean all fixtures, switchgear, panels and other equipment and
material installed under this contract. Parts which are to be painted shall be thoroughly cleaned of
cement, plaster, grease and oil spots, brushed with steel brush to remove rust, and left smooth and
clean. Where finished surfaces have been damaged, the Contractor shall paint or otherwise finish
such items to match the surrounding finish. Any dirt, rubbish, paint spots or grease on walls, floors,
ceilings or equipment caused by the Contractor shall be removed by him and the premises left in first
class condition in every respect, to the satisfaction of the Owner.
16.2.18 TEST AND INSPECTIONS
Test all wiring for continuity, grounds and short circuits before devices and equipment are
connected. After electrical system is energized, test all circuits for proper operation. Verify
operation of all motors and connect for proper rotation. Meter the service neutral and equipment
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grounding system and make any adjustments or additions necessary to comply with the maximum
ground circuit resistances by codes.
Meter the voltage across all lines and to neutral at the main service and provide a written report of
all readings, to the Owner. Where service voltage is more than five (5 %) percent above or below
rated voltage notify the utility company and make necessary arrangements to have the voltage
adjusted to within the limits permitted by the Public Utilities Commission. Where transformers are
installed make tests as indicated for that equipment. During inspections by the Owner or Engineer,
the Contractor shall provide all labor necessary to expedite inspection of interiors of equipment and
shall remove and reinstall dead fronts and wireway covers on switch board, panels, junction boxes,
light fixtures, fixture lenses and other terminal space covers or control equipment. The Contractor
shall energize and operate all equipment and arrange for operation tests of all equipment.
All defects shall be corrected promptly.
16.2.19 GUARANTEES
The Contractor shall guarantee all parts of this work, including all individual items of material and
equipment and the system as a whole, to be free from defects for a period of one year from the date
- of acceptance of the project. Upon proper notice, the Contractor shall investigate the problem and
provide the necessary labor and materials to correct all defects which develop or become apparent
during this period, at his own expense. Lamp bulbs shall carry the standard factory guarantee,
except as noted otherwise on plans.
16.2.20 COMPLETION OF WORK
Upon completion of all electrical work, the Electrical Engineer will make a final inspection. Any work
not complying with these specifications and with the plans, must be corrected before acceptance by
the Owner.
Should the Electrical Engineer be required to return to the project for a reinspection, all costs shall
be charged to the Electrical Contractor, and said costs will be with held from Electrical Contractors
final payment.
16.2.21 DECORATIVE FIXTURES
The contractor shall be responsible for receiving decorative fixtures furnished by others, and
installing same under this contract.
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