Specifications 611 — D �®
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MAY 19 2011
CITY OF TIGARD
BUILDING DiMISiON
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CARL'S JR. RESTAURANTS
BUILDING SPECIFICATIONS
• Franchise Project
Architects' Job No. 1075
11433 SW Pacific Highway
Tigard, Oregon
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KWKG Inc.
7263 Lynnwood Ct.
Wilsonville, OR
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CARL'S JR. RESTAURANTS
I BUILDING SPECIFICATIONS
Franchise Project
11433 SW Pacific Highway
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Tigard, OR
1 ` May, 2011
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Prototype "T22 -1 CLK Modified"
I Architects Job no. 1075
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SPECIFICATIONS
I TABLE OF CONTENTS
THESE SPECIFICATIONS WILL HAVE ITEMS SPECIFIED THAT DO NOT PERTAIN TO THIS SPECIFIC
I PROJECT. THE SPECIFICATIONS AND DRAWINGS ARE INTEGRAL. ANY CONFLICT WITH THE DRAWINGS
AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED PROJECT
MANAGER PRIOR TO BIDDING OR THE CONTRACTOR SHALL ASSUME FULL LIABILITY.
I SECTION
PAGES
DIVISION 0 — LEED BUILDING REQUIREMENTS— ( Spec provided separately when applicable)
I (Construction plans will reflect when LEED requirements are applicable)
Sections
0.1 LEED Criteria (see attached)
0.15 LEED Commissioning (see attached)
I DIVISION 1 GENERAL REQUIREMENTS
I Sections
1.1 Summary of the Work 1 -1
1.2 Inspections 1 -3
1.3 Required Documents 1 -3
I 1.5 Temporary Facilities 1 -3
1.7 Insurance 1 -3
1.8 Changes, Extras, Substitutions ... 1 -4
I 1.9 Project Closeout 1 -4
1.10 Completion 1 -4
1.11 Guarantees 1 -4
PI 1.12 Permits, Fees and Assessments 1 -4
1.14 Clean -up 1 -4
1.15 Temporary Signs 1 -4
1.16 Project Security ..... 1 -4
1 1.17 Propriety . 1 -
1.18 Notice of Non Performance .. 1 -
DIVISION 2 SITE WORK
I Sections
2.1 General 2 -1
I 2.2 Demolition . 2 -1
2.3 Earthwork and Grading 2 -1
2.4 Asphalt Concrete Paving 2 -3
2.5 Concrete Paving 2 -5
I 2.6 Striping and Lettering 2 -5
2.7 Landscaping 2 -5
2.8 Irrigation 2 -8
2.9 Detectable Warning Pavers 2 -12
DIVISION 3 CONCRETE
I Sections
3.1 General 3 -1
3.2 Concrete 3 -1
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DIVISION 4 MASONRY I
Sections
4.1 General 4 -1
4.2 Masonry 4 -1
4.3 Thin Veneer /Mini -Brick 4 -2
DIVISION 5 METALS
Sections
5.1 General 5 -1
5.2 Structural and Miscellaneous 5 -1
5.3 Reinforcing Steel 5 -2
5.4 Light Gauge Steel Framing 5 -2
DIVISION 6 CARPENTRY
Sections -
6.1 General 6 -1
6.2 Rough Carpentry ..... 6-1
6.3 Finish Carpentry and Millwork 6 -3
6.4 Plastic Laminate 6 -5
DIVISION 7 MOISTURE PROTECTION
Sections
7.1 General 7 -1
7.2 Roofing and Mansard Covering 7 -1
7.3 Sheet Metal 7 -3
7.4 Insulation 7 -4
7.5 Caulking and Sealant 7 -5
7.6 Roof Hatch 7 -5
7.7 Exterior Insulation and Finish Systems - (EIFS) 7 -5
7.8 Waterproof Membrane 7 -8
7.9 Roof Tower Access Doors 7 -8
DIVISION 8 DOORS, WINDOWS, GLASS I
Sections
8.1 General 8 -1
8.2 Metal Doors and Frames (Service Type) 8 -1
8.3 Doors and Frame (Interior) ....8 -1
8.4 Glass Glazing and Storefront 8 -2
8.5 Finish Hardware 8 -5
DIVISION 9 FINISHES
Sections 1
9.1 General 9 -1
9.2 Lathing and Plastering 9 -1
9.3 Gypsum Wallboard 9 -2
9.4 Painting 9 -3
9.5 Tile Work 9 -6
9.6 Acoustical Tile 9 -8
9.7 Fiberglass Reinforced Polyester Panels 9 -9
9.8 Vinyl Cove Base 9 -9
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9.9 Marlite 9 -10
I DIVISION 10 SPECIALTIES
Sections
I 10.1 General 10 -1
10.2 Toilet Room Partitions 10 -1
10.3 Bicycle Rack 10 -1
,1 10.4 Insect Control 10 -1
10.5 Flagpole 10 -1
10.6 Clearance Arm 10 -2
' 10.7 Knox Box 10-3
10.8 Safe 10 -3
10.9 Drive Thru Window Security Grill ..... 10 3
10.10 Restroom Accessories 10 -3
II 10.11 Interior Signage 10 -3
10.12 Delivery Door Alarm & Scope 10 -3
DIVISION 11 EQUIPMENT
11 ' Sections
11.1 General .11-1
I 11.1 Stainless Steel Kitchen Equipment
11.3 Walk -in Cooler and Freezer 11 -3
11.4 Mechanical Refrigeration 11 -5
11.5 Exhaust Hoods 11 -5
I 11.6 Fire Protection System 11 -5
11.7 Seating 11 -6
11.8 Carpeting .11-7
PI 11.9 Window Coverings ... 11 -7
11.10 Playground Equipment 11 -8
11.11 Outside Seating 11 -8
11.12 Salsa Bar 11 -9
I DIVISION 12 (NOT USED)
II DIVISION 13 (NOT USED)
DIVISION 14
(NOT USED)
I DIVISION 15 MECHANICAL
Sections
I 15.1 General .... 15 -1
15.2 Heating and Ventilation 15 -1
15.3 Plumbing 15 -1
15.4 Fire Sprinkler (when applicable) 15 -8
I DIVISION 16 ELECTRICAL
Sections
16.1 General 16 -1
16.2 Electrical Work 16 -1
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t DIVISION -1 GENERAL REQUIREMENTS
SECTION 1.1 SUMMARY OF THE WORK
1.1.1 SCOPE
r The work encompassed in this project is the construction of a Carl's Jr. Restaurant,
coordination of equipment installation (OWNER furnished items), and related site work for
parking and landscaping, complete and ready for operations.
1.1.2 CONTRACTORS
Where Contractor is referred to in this General Requirements Division, it shall mean General
Contractor /Subcontractor, unless noted otherwise.
A. The Contractor shall examine the condition of the project area prior to commencement of
work and shall be responsible for coordination of all trades including those items
furnished by Owner.
B. Sub - contractors shall, in the work of their trades, perform any and all cutting, patching,
r repairing, restoring, and the like necessary to complete the work and to restore any
damaged or affected surfaces resulting from the work of this contract to their original
condition to the satisfaction of the Owner.
1.1.3 SEPARATE CONTRACTS
OWNER reserves the right to let other contracts in connection with this work. When that
occurs, the Contractor shall cooperate with all owner supplied Contractors.
1.1.4 INTENT OF DOCUMENTS
r 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 of the work
according to the full intent and meaning of the Contract Documents, the work shall be no extra
cost against OWNER and /or OWNER's 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 not 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.
C. Any omissions or conflicts between various elements on the plans and specifications shall be
brought to the attention of OWNER before proceeding with any work.
D. General Contractor shall coordinate with the Sub - contractors to identify any conflicts among the
works of various trades and notify OWNER. Any identified conflicts and their resolutions shall be
reviewed and approved by OWNER.
E. Finishes and materials omitted or unclear shall be verified with OWNER prior to submission of
bids.
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Div -1 1 -1 Updated 5/9/2011
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 attention given to parking areas. Control shall occur a
minimum of twice a day during periods of low rainfall, when water is the controlling agent.
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.
1.1.8 PROTECTION OF WORK 1
The Contractor shall provide or allow for, adequate protection of OWNER provided equipment,
fresh concrete surface, new construction materials, and non established lawn areas until
surfaces are no longer susceptible to damage.
1.1.9 COOPERATION
All Contractors shall in every reasonable way cooperate with the other Contractors doing work 1
in the same vicinity.
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. I
1.1.11 FURNISHED BY OWNER
Some items will be furnished by the owner or their vendor. See Equipment Schedule on sheet I
K -1 of plans. Note "Install" column as some items are provided by others but are to be
installed by the General Contractor. In addition, the items below are to be installed by the GC.
A. Signs (Interior Only) — (unless noted otherwise) ?r
B. Jumbo Roll (Toilet) Tissue Dispensers
C.
Items furnished but not installed will be so indicated in each section or in an attached
addendum.
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Div -1 1 -2 Updated 5/9/2011
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1.1.12 MATERIALS AND WORKMANSHIP
All materials shall be new and of quality acceptable to OWNER and shall meet ASTM
standards. Condemned materials shall be promptly removed and any damage caused by
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 all general reference points and take action as is necessary to prevent their destruction;
lay out his own work and be responsible for all lines, paving, utilities and other work executed
by him under the Contract. He shall immediately notify OWNER should any discrepancies
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arise before proceeding with the work.
1.1.14 LIMITS OF CONSTRUCTION
Each Contractor shall include in his bid, all work within the designation "Limits of Construction"
(Limits are approximate) as shown on the plans. If the connection of the utilities run beyond
the "Limits of Construction" the Contractor shall include and be responsible for the
connections of all utilities, as required. See 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. Any costs involved, shall be included in the
Contractors bid.
1 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 provided to 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, 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. The same will hold true for sub - contractors if
the city requires each trade to have a business license.
SECTION 1.2 INSPECTIONS
1.2.1 A. Each Contractor shall comply with all inspections of local building authorities, and include
in his bid, all costs for doing so.
SECTION 1.3 REQUIRED DOCUMENTS
1 1.3.1 All required documents will be delivered by the Contractor to OWNER unless directed
otherwise. Where required, documents shall be prepared on current edition of A.I.A.
Documents.
SECTION 1.5 TEMPORARY FACILITIES
1.5.1 Refer to Article 14.4 of General Conditions.
Div -1 1 -3 Updated 5/9/2011
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SECTION 1.7 INSURANCE
1.7.1 Refer to Article 10 of General Conditions. I
SECTION 1.8 CHANGES, EXTRAS, SUBSTITUTIONS
1.8.1 Refer to Article 14.5 of General Conditions.
SECTION 1.9 PROJECT CLOSEOUT
1.9.1 Refer to Article 14.6 of General Conditions.
SECTION 1.10 COMPLETION I
1.10.1 Refer to Article 14.7 of General Conditions..
SECTION 1.11 GUARANTEES
1.11.1 Refer to Article 14.8 of General Conditions.
SECTION 1.12 PERMITS, FEES AND ASSESSMENTS
1.12.1 Each contractor, shall include in his bid costs for permits, licenses, fees or assessments I
necessary to complete their portion of work.
After the fee has been paid by the Contractor, the Contractor shall submit an invoice to
OWNER and the Contractor will be reimbursed for cost only, no overhead and profit will be
allowed.
SECTION 1.14 CLEAN -UP I
1.14.1 Refer to Article 14.11 of General Conditions.
SECTION 1.15 TEMPORARY SIGNS
1.15.1 Refer to Article 14.12 of General Conditions. I
SECTION 1.16 PROJECT SECURITY
1.16.1 Refer to Article 14.13 of General Conditions.
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SECTION 1.17 PROPRIETY
1.17.1 Refer to Article 14.14 of General Conditions.
SECTION 1.18 NOTICE OF NON - PERFORMANCE
1.18.1 Refer to Article 14.15 of General Conditions. 1
Div -1 1.4 Updated 5/9/2011
DIVISION -2 SITE CONSTRUCTION
SECTION 2.1 GENERAL
1 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 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, recycling materials
whenever possible, 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.
2.2.5 In the event that hazardous materials are encountered, the contractor shall cease operation and
immediately inform the project manager of the circumstances on site. Arrangements will be
made by 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 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.
SECTION 2.3 EARTHWORK AND GRADING
2.3.1 SCOPE
A. Rough and finish grading according to plans including:
1. Excavation and removal of excess material if 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.
Div -2 2 -1 Updated 5/9/2011
5. Top soil.
6. Soil stabilization.
2.3.2 SUBMITTALS
A Compaction Report of the building pad; tested and interpreted by licensed Soils Engineer
shall be submitted in duplicate to OWNER, five (5) days prior to pouring of footings. •
A Certification of Grade issued by a licensed surveyor or engineer shall be submitted to
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. 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. Call "Dig Alert"
as required.
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
required by the Soils Engineer.
E. Should any grades or elevations on the plans be incorrect, unclear or inadequate for
grading; OWNER shall be notified before proceeding further.
F. All grading shall comply with plans, specifications and soils report, except as noted in "G"
below.
G. Where it is noted in plans that sidewalks and ramps are not in compliance with ADA
requirements, it shall be brought to the attention of the Project Manager to resolve before
proceeding.
H. 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. I
2.3.5 SOIL STABILIZATION
Use fly ash, lime, or portland cement as per soils report recommendation and in compliance
with State Department of Transportation Standard Specifications when required by OWNER.
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SECTION 2.4 ASPHALT CONCRETE PAVING
2.4.1 SCOPE
A. Refer to drawings for location and extent of asphaltic paving.
B. All paving at ADA Parking stalls and loading to not exceed 2% slope in any direction. If
civil plans reflect otherwise, this shall be brought to the attention of the Project Manager
to resolve before proceeding.
C. Establish grades for sub -base course, base course and surface course.
D. Place aggregate base course and surface course.
E.. Apply weed killer over entire area of sub base.
2.4.2 WORK PROVIDED BY OTHER SECTIONS (See Section 2.6):
A. Parking bumpers and guards per plans.
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 "Crushed Aggregate Base" (CAB) or "Crushed
Miscellaneous Base "(CMB) per "Standard Specifications For Public Work Construction" -
(Green Book).
B. Surface Course: shall be asphaltic concrete conforming to the latest requirements
specified in the "Standard Specifications For Public Work Construction " - (Green Book)
and consist of Type C -2 for L.A. Metro area, Type III C -3 for other areas of Southern
California and of similar requirements for all other areas not specified, with AR -8000
(warm weather) or AR -4000 (cold weather) 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 OWNER.
E. Where applicable to existing asphalt only- The asphalt sealer shall be "Guard Top" with
2% Latex additive asphalt base emulsion sealer manufactured by Industrial Asphalt
1 Manufacturing.
2.4 5 EXECUTION
1 A. Preparation of Sub - grade:
Material shall be prepared to relative compaction and sub -grade tolerance as specified by
"Standard Specification For Public Work Construction ".
B. Weed Killer:
'1 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 OWNER with certificate that above was installed, as per requirements.
I C. Base:
Material is to be placed true to grade, uniform and smooth and compacted per "Standard
Specification For Public Work Construction ". Thickness to be as shown on the plans.
D. Spreading and Compaction of Surface Course:
111 1. Any method of spreading asphalt paving which produces segregation or
non - uniformity of texture of the surface shall not be used.
Div -2 2 -3 Updated 5/9/2011
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.
Relative compaction shall be 95% min. per Standard Specification For Public Work
Construction.
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 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 OWNER's requirement, shall core six (6)
3 -inch holes at areas as directed by 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. I
F. Sealing- (when applicable to existing asphalt areas)
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 material 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:
The Contractor shall furnish to 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.
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SECTION 2.5 CONCRETE PAVING
2.5.1 SCOPE
A. Refer to drawing for location and extent of concrete parking lot and drive -thru slab
paving.
B. Establish grades for, and place base course / surface course materials.
C. Recess slabs at ADA ramps as necessary to receive detectable warning tiles- see 2.9.
2.5.2 GUARANTEE
A guarantee for two (2) years against any defects in materials and workmanship for all concrete
I paving.
2.5.3 MATERIALS
A. Base Course: shall be as specified and detailed in this projects 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 shall be prepared to relative compaction and sub -grade tolerance as specified by
I the "Standard Specification For Public Work Construction ".
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
2 6.1 MATERIALS
All parking lot striping and lettering shall be two (2) coats traffic paint. General striping and
lettering shall be white 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
1 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
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Div -2 2 -5 Updated 5/9/2011
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 other Sections:
1. Rough grading
2. Sprinkler system
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 OWNER shall be removed
immediately and replaced with acceptable plants.
C. Fertilizers and soil conditioning materials to be as follows:
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 (NH3).
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:
1. Guy wires of pliable galvanized iron, guy as required on details.
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1 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.
1 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
1 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 top 6 inches.
C. Before beginning work, all weeds shall be dug out by roots and removed from the site.
D. Soil Conditioners:
1 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:
1 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:
1 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 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 OWNER.
' 3. Relative position of all trees and plants are subject to approval of 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 (Sodded):
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
1 laying sod. Avoid laying sod on bone dry soil.
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3. Lay first strip of sod slabs along a straight line (use a string in irregular areas). I
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
government agency if required by state or local code and can be subject to the approval
of a OWNER representative before installation.
B. Landscaping contractor to arrange for any inspection required by any local city or county
agencies for materials and /or installation
C. All inspections herein specified shall be made by OWNER and /or his representative.
Inspection will be required for the following work:
1. All landscape construction items, including planting staking, and clean -up prior to
start of maintenance period (final 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 and complete all irrigation systems
shown on the plans and /or specified herein, and that they are functioning properly.
2.8.2 WORK SHALL INCLUDE
A. Connections to services.
B. Complete installation of pipe, lines and accessories for 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.
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B. Domestic water plumbing.
2 8 4 CONDUCT OF WORK
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A. The contractor shall maintain continuously a competent superintendent or foreman,
satisfactory to 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 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 OWNER at cost. This set of
drawings shall be kept on the site and shall be used only as a record set.
2. 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 OWNER.
3. On or before the date of the final inspection, the Contractor shall deliver the
corrected and completed plans to the OWNER. Delivery of the plans will not
relieve the Contractor of the responsibility of furnishing required information that
may be omitted from the prints.
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 OWNER. Materials not named shall be
subject to approval or rejection by OWNER.
1 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,
schedule and type.
3. Plastic pipe shall be as manufactured by Lasco, Baldwin, GSR, Pacific Western,
' Johns Manville.
C. Main Lines:
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1 Div -2 2 -9 Updated 5/9/2011
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.
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 OF direct burial wire.
2. Color code each wire with a different color for each valve station. Common to be
black.
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.
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1 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.
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.
1 D. Backflow Preventer:
1. All installation shall be per manufacturer's recommendation and per state and local
P 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 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
I 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. Backfill of Trenches:
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1. Trenches shall be backfilled with excavated dirt after pipe has been installed. 1
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 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. No pipe shall be backfilled until it has been inspected and tested.
7. Furnish necessary force pump and all other test equipment.
8. When the sprinkler irrigation system is completed, perform a coverage test 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 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 OWNER.
2. Should any trouble develop within the specified guarantee period which in the
opinion of 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, 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
OWNER.
4. Contractor shall supply to OWNER operating and installation instructions for the
controller.
SECTION 2.9 DETECTABLE WARNING PAVERS ,
2.9.1 SCOPE
A. Install yellow detectable warning pavers in prepared recessed slab areas as located on
the plans. Pavers to be installed per manufacturers recommendations.
2.9.2 MATERIALS
A. Tile Tech Tile Pavers- 12" x12" x 2" Yellow color.
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Contact Information: Tile Tech Pavers, 1914 W. Pico Blvd., Los Angeles, CA. 90006 —
Phone (213) 380 -5560. Alternate manufacturers of detectable tile pavers may be
I submitted. Glue down or nail down mat type alternates are NOT acceptable.
2.9.3 EXECUTION
A. Tile Pavers and concrete shall be prepared as recommended by manufacturer for
permanent installation. Pavers shall be placed level and flush with adjacent concrete.
Installation must comply with Federal ADA Guidelines and all state and local
requirements to comply with accessibility. If installation is deemed unacceptable by any
' inspection, it will be the responsibility of the contractor to remove and reinstall to meet
compliance.
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Div -2 2 -13 Updated 5/9/2011
DIVISION -3 CONCRETE
SECTION 3.1 GENERAL
3.1.1 The "General Requirements" of these specifications are hereby made a part of this
� Division.
3.1.2 All concrete work to conform to latest ACI Standards.
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,
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D. or as per local requirements.
Material is to be placed true to grade, uniform and smooth. Thickness to be as
shown on the plans.
3.2.2 MATERIALS
A. Portland Cement: ASTM C -150, Cement type or 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.
3.2.3 CONCRETE
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. OWNER reserves the right, at 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,
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 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.
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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 re- handling. No concrete that has been contaminated shall
be used, nor shall re- tempered 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. 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
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 1
A. Vapor barrier and wire fabric may be omitted at exterior slabs, unless specifically
shown on plans or specifications:
❑ Drive -thru concrete slab: install 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.
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DIV -03 d o cx 3 -2 Updated 5/9/2011
' 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, 1/2 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 shall
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.
3.2.8 STORAGE
Cement and aggregates shall be stored in such a manner as to prevent their deterioration
or the intrusion of foreign matter. Any material which has deteriorated or which has been
contaminated shall not be used for concrete.
' 3.2.9 CLEANING
Upon completion of all other work in building, concrete floors shall be swept clean, and
plaster, paint and oil removed and cleaned thoroughly. Exterior walks shall be cleaned
' free of all oil, asphalt, or other markings prior to final building inspection.
3.2.10 TRASH ENCLOSURE CHANNELS
The Contractor shall furnish and install the C5 x 9 x 8' -0" channels for trash enclosure
gates, as per the details on the plans — U.N.O.
3.2.11 CLEARANCE ARM AT DRIVE -THRU
Pi Contractor shall provide and install clearance arm and install footing per Section 10.6 of
this specifications The clearance arm assembly shall be installed true and plumb and at
the proper height above the finish grade of the drive -thru lane. In the event that the
Contractor fails to install the clearance arm correctly, the Contractor shall remove the
improperly installed item and, at the Contractor's expense, furnish a new assembly for re-
installation.
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' 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
Includes all masonry work, reinforcing steel and miscellaneous metals needed for same.
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. Masonry (Brick) Veneer: 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.
J. Veneer Ties: Shall be corrosion resistant #9 wire or 1/16" x 1" crimped metal, meeting
approval of Local Ordinance and Building Authority. Ties to be attached and spaced, as
required by the local building code.
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
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.
Div-4 4 -1 Updated 5/9/2011
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2. Cleanout openings required at bottom of all cells to be filled at each pour if pour 1
exceeds four feet in height (at concrete block only).
3. Grout solid at all cells and behind all veneer.
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. Building masonry veneer shall be installed over wire lath and cement plaster backing
(installed by Plastering Sub - contractor) with a 1 inch grout space. Grout space shall be
grouted solid. Veneer ties shall conform to the requirements (type and spacing) of the
local building code.
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
masonry. If masonry is not cleaned to CKE's satisfaction, contractor will be required to
lightly sandblast masonry until the work is to CKE'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.
SECTION 4.3 THIN VENEER/MINI - BRICK 1
4.3.1 SCOPE
A. Thin veneer /mini - bricks: Where indicated on the plans; see Color Materials Schedule for 1
size, color and manufacturer. Veneer bricks shall be complete with brick corner units as
required. See Color /Material Schedule on the drawings for material color.
B. Cement: Shall be Portland cement conforming to ASTM C -150.
C. Mortar Sand: ASTM C -144.
D. Hydrated Lime: ASTM C -207, Type S.
E. Water: Shall be taken from a potable source. 1
4.3.2 MORTAR
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
Fine Aggregate (sand) 4 -1/2 parts 1
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4.3.3 PLACEMENT OF MATERIALS
A. Cement plasterbacking surface shall be clean and damp (but not wet) prior to beginning
' placement. Alternate surfaces as allowed by the manufacturers installation specifications
will be acceptable. Proof may be requested. Do not proceed until such surface(s) are
acceptable. Upon failure to so report, contractor shall make good all defects and
damages arising therefrom at no cost to CKE.
B. All masonry units shall be clean and free of dust, dirt or other foreign matter before
placement. 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. Use "running bond" with all masonry joints unless otherwise noted on the
' drawings.
F. The veneer units shall be wetted at least one hour before placement and shall be
noticeably damp but free from surface water at the time of placement.
G. Spread a slurry, then mortar approximately 3/8" thick over the cement plaster backing
area, by troweling firmly. Then spread mortar over the adhering face of the masonry;
sufficient to create a slight excess which will be forced out at the edges of the masonry
unit. The unit shall be tapped into place so as to eliminate voids in the mortar.
H. Mortar stains shall be removed with clear water promptly as work progresses.
I. At the completion of the masonry work, the masonry contractor shall thoroughly clean all
masonry. If masonry is not cleaned to CKE's satisfaction, contractor will be required to
lightly sandblast masonry until the work is to CKE'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.
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Div-4 4 -3 Updated 5/9/2011
' 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. a)Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural
Welding Code — Steel ".
b)Welding Electrodes: Comply with AWS requirements.
c)Weld Connections: Comply with AWS D1.1 for procedures, appearance and
quality of welds, and methods used in correcting welding work.
3. Paint: Federal Specification TT -P -664 & TT -P -636.
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
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.
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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
A. Coordinate work of this section with work of other trades. Expedite materials and labor to
avoid omissions and delay. Provide reinforcing steel, bars, wire, and wire fabric in sizes,
gauges, lengths, and formed to dimensions as indicated.
B. Thoroughly clean reinforcing steel of loose mill scale, rust, oil, or other coating that may
reduce or destroy bond.
C. Carefully form reinforcing to dimensions indicated. Do not bend or straighten in a manner
injurious to material. Do not use bars with kinks or bends not shown on plans. Heating of
reinforcement is permitted only when entire operation is approved by Structural Engineer.
D. Accurately place reinforcement and secure in place as indicated on drawings and herein
specified. Maintain proper clearance between bars and forms. Secure steel against
displacement by using annealed steel wire of not less than 16 gauge. Use metal spreaders
and spacers to secure proper bar spacing. Wire stirrups accurately and securely to beams.
Use concrete blocks to hold reinforcement proper distance above earth. Use galvanized
chairs and spacers at all exposed concrete. Wire together reinforcement in concrete at all
points where bars cross.
E. Lap all splices as detailed, when possible provide a minimum of 1 -1/2 inches clearance
between sets of splices. Stagger splices of horizontal bars so that adjacent splices will be
4 " -0" apart. Extend stubs and dowels, required to receive an engage subsequent work, a
sufficient length to develop full strength of bar or as indicated on drawings. Place dowel
and stub bars in forms, secured against displacement during placement of concrete, and
clean off adhering concrete immediately after completion of pouring while encrustations are
soft. See structural drawings for typical bar splices.
- SECTION 5.4 LIGHT GAUGE STEEL FRAMING '
5.4.1 SCOPE
Furnish and install all light gauge steel framing members. 1
Div -5 5 -2 Updated 5/9/2011 1
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5.4.2 MATERIALS
' Drywall steel studs and track:
A. California Metal Systems, Inc.; Angeles Metal System or United States Steel.
Steel drywall studs (20 gauge), track and furring channels. Studs to be 3 5/8" (DW 3 5/8
X 20) or 6" (DW - 6 X 20) or as shown on the plans.
' B. U.S. Gypsum Framing System:
Steel studs (20 gauge), style "SJ ", track and furring channels. Studs to be 3 5/8" (362
SJ20) or 6" (60SJ20) or as shown on the plans.
' .5.4.3 ERECTION
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 7.5.2B.
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Div -5 5 -3 Updated 5/9/2011
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' 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 as required.
*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 as specified in section 7.6.
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.
* K.C. Metals and USP Lumber Connectors can be used in lieu of Simpson Products, but only if IBC
or BOCA approved and of equal load values to the Simpson Products specified on drawings.
' 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 Wood Construction by National Forest Products Association (latest
I edition); "Timber Construction Standards" by American Institute of Timber Construction
(latest revision); and "Design Specifications for Metal Plate Connected Wood Truss
Construction by Truss Plate Institute (latest edition), the same as if those specifications and
all their references were set out in full herein.
B. 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.
' 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.
' Div-6 6 -1 Updated 5/9/2011
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 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.
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 "Commentary
and Recommendations For Handling, Installing and Bracing Metal Plate
Connected Wood Trusses HIB -91 ", 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.):
Fb (non- repetitive) 675
Fc (perpendicular) 625
E 1,400,000
Typical material: See Plans.
C. 2X6 THROUGH 4X16 FRAMING: Any commercial softwood which conforms with the
following minimum design values (in P.S.I.):
Fb (non- repetitive) 875
Fc (perpendicular) 625 '
E 1,600,000
Typical material: Douglas Fir "No. 2" grade.
Div-6 6 -2 Updated 5/9/2011 1
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D. Non - Bearing Stud Framing: Any commercial softwood which conforms with the following
minimum design values (in P.S.I.):
' Fb (non- repetitive) 675
Fc (parallel) 825
Typical material: Douglas Fir "Stud" grade.
' E. 4X4 Post Framing: Shall conform with the following minimum design values (in P.S.I.):
Fb (non- repetitive) 1000
Fc (perpendicular) 625
E 1,700,000
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. Structural Wood Panels: All Sheathing shall be APA rated Structural Wood Panels, exterior
' type. Structural Wood Panels may either be Plywood conforming to U.S. Product Standard
PS 1 -95 or Oriented Strand Board conforming to U.S. Product Standard PS -2 -92. Panels
shall be the size and quantity specified on the structural drawings. Each panel shall be
identified with the appropriate grade trademark of the American Plywood Association.
' 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
111 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.
1111 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 the governing codes whether or not specifically detailed on the
plans.
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.
Div-6 6 -3 Updated 5/9/2011
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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.
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, 1995 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 labeled 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.
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 or as shown on plans.
2. Door Frames and Stops: All material shall be S4S, Douglas Fir, "Prime Finish" grade
and shall conform to WWPA Section 10 52 or as shown on plans.
3. Wood Trim: All material shall be saw- textured (exposed surface) by band saw, Western
Red Cedar, "D- Select" WWPA Section 10.13 or as shown on plans.
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 if shown on plans.
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.
Div-6 6-4 Updated 5/9/2011 '
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' C. Window and door trim shall be single lengths, base in long lengths. Miter moldings at
corners, cope at angles. Door jambs with scarfed joints are not permitted. All segments of
' jambs shall be in single lengths.
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 as follows:
1. hinges: Ferum #FE12 -NP Nickel Plated (piano hinge)
2. locks: National YN8703- 14 -KAI (keyed alike) Bright Nickel
3. pulls: Ferum #FE1484 Chrome
4. drawer guides: Knape & Vogt #1455
5. elbow catch: Epco #EP10189N Nickel
(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 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 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.
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.
' 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 OWNER.
B. At self edged surfaces, the flat top layer shall overlap the vertical surfaces and then corner
edge shall be routed smooth.
C. All joints to be tight to adjoining surface, unless noted otherwise on plans.
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,I DIVISION 7 MOISTURE PROTECTION
SECTION 7.1 GENERAL
1 ' 7.1.1 The a General Requirements" of these specifications are hereby made a part of this Division.
I 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.
I C. Pre - installation Conference: Conduct conference at Project site. Review methods and
procedures related to roofing system including, but not limited to, the following:
1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency
I representative, roofing Installer, roofing system manufacturer's representative if required by
manufacturer, deck Installer, and installers whose work interfaces with or affects roofing
including installers of roof accessories and roof - mounted equipment.
2. Review methods and procedures related to roofing installation, including manufacturer's
1 written instructions.
3. Review and finalize construction schedule and verify availability of materials, Installer's
personnel, equipment, and facilities needed to make progress and avoid delays.
4. Examine deck substrate conditions and finishes for compliance with requirements,
including flatness and fastening.
5. Review structural loading limitations of roof deck during and after roofing.
6. Review base flashings, special roofing details, roof drainage, roof penetrations,
II
equipment curbs, and condition of other construction that will affect roofing system.
7. Review governing regulations and requirements for insurance and certificates if
applicable.
8. Review temporary protection requirements for roofing system during and after
I installation.
9. Review roof observation and repair procedures after roofing installation.
10. The Roofing Contractor shall immediately notify the Owner in writing of any defective
I 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.
D. Guarantee:
I.
1. Installer's Guarantee: Contractor shall provide to the Owner a two (2) year written
guarantee for all roofing against defective workmanship and materials including all
components of roofing system such as roofing membrane, base flashing, roof insulation,
I fasteners, cover boards, substrate boards, roof pavers, and walkway products, and shall,
upon notification, immediately correct any and all defects that may occur. — Unless noted
otherwise below.
2. Manufacturer's Guarantee: For the flat roof sections, contractor shall provide to the
I Owner a twenty (20) year written manufacturer's system guarantee for all roofing against
defective workmanship and materials including all components of roofing system such as
roofing membrane, base flashing, roof insulation, fasteners, cover boards, and walkway
i products. Guarantee shall have No Dollar Limit (NDL).
7.2.2 MATERIALS AND INSTALLATION
A. Flat Roof (Equipment Well) Materials: All materials must be tested by the roofing
II manufacturer, marketed as their product, Install roof system according to manufacturer and
NRCA guidelines complying with all requirements of the manufacturer NDL guarantee. This
includes curbs, walls, and all penetrations.
.1 Div -7 7 -1 Updated 5/9/2011
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• 1 S�
1. BUILT -UP ROOF SYSTEM �.
a. Material: Roofing shall be a five (5) layer built -up type with white energy efficient —
reflective cap sheet 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:
Johns Manville, Spec No: 5GNC -CR with GlasKap CR cap sheet
GAF Materials Corporation, Spec No. 103 -MN w/ EnergyCap BUR top coat.
b. Base Sheet: ASTM D 4601, Type II.
c. Ply Sheet: ASTM D 2178, Type VI
d. Cap Sheet: ASTM D 3909 with acrylic coating applied in -line at the factory
e. Cant Strips: Provide 4" fibered cants at intersections of all abutting vertical surfaces,
parapets, etc.
f. 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.
Flash all penetrations using an MBR Flashing Cement as to eliminate lead jacks and
incorporate flashing into NDL guarantee.
B. ALTERNATE Flat Roof (Equipment Well) Materials: (PVC) —(TPO IS NOT ACCEPTABLE)
1. POLYVINYL- CHLORIDE ROOFING. Class A" rating, must be tested by the
manufacturer and marketed as their product. 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 to the manufacturer's specifications and NRCA
standards:
Johns Manville 1
Duro -Last
a. PVC Membrane Sheet: ASTM D 4434, Type III reinforced membrane that
contains KEE (Elvaloy) to reduce plasticizer migration. If the membrane does not
contain KEE, then a post installation coating is required to mitigate plasticizer migration.
i. Thickness: 60 mills nominal
ii. Accepted manufacturers: Johns Manville, DuroLast.
b. Sheet Flashing: Manufacturer's unreinforced sheet flashing of same material as
sheet membrane.
c. Metal Termination bars, with anchors.
d. Fasteners: Factory- coated steel fasteners and metal or plastic plates meeting
corrosion - resistance provisions in FMG 4470, designed for fastening membrane to
substrate, and acceptable to membrane roofing system manufacturer. Product: High
Load Fasteners and Plates
e. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent
sheet flashings, preformed inside and outside corner sheet flashings, T-joint covers,
termination reglets, cover strips, and other accessories.
f. Flexible Walkways: Factory- formed, nonporous, heavy -duty, slip- resisting, surface -
textured walkway pads sourced from membrane roofing system manufacturer. Place
walk pads around equipment that is accessed by a technician and the roof hatch with
path between.
2. INSULATION AND COVER BOARD.
a. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Provide insulation
package with minimum thickness of one and a half (1.5 ") inches. Mechanically fasten
4x8 boards to roof deck with high -load fasteners per manufacturer guidelines at a rate
of 5 per board.
b. Cover board: gypsum sheathing. Place cover board over insulation, staggering
joints. Mechanically fasten 4x8 boards to roof deck per manufacturer guidelines at a
rate of 8 per board. {
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Div -7 7 -2 Updated 5/9/2011
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0,
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.
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:
I 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. Roofinct Materials:
a. All parts to be sheet steel, hot dipped galvanized and factory primed both sides.
b. Pans: 24 gauge, fabricated from 23 -inch wide sheets with each side turned up 1 -
7/16". Panels to be 20" 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.
d. Caulking, sealants, tape: As recommended by manufacturer.
4. Execution:
} Preparation of Susbtrate
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.
t
Div -7 7 -3 Updated 5/9/2011
b. Performance: It is required that roofing work be watertight for normal weather y,
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.
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
and manufacturer.
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.
E. Standing Seam Metal Roof -
1. Provide and install metal roof as specified on plans. Install per all manufacturers
recommendations and details.
SECTION 7.3 SHEET METAL 1
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 (if shown on plans).
Div -7 7-4 Updated 5/9/2011
D. Planter Box Liner: ASTM A -93, 16 ga. standard zinc coated steel (if shown on plans).
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. Parapet Coping, Gravel Stops, S- locks, and Flush Seam Paneling:
1. Conform to sectional profiles as shown on the drawings.
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. Thermal perimeter insulation as required in colder climates.
c. Sound insulation for interior wall spaces between public area and kitchen areas.
7.4.2 MATERIALS INSULATION
SAND
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 minimum R -19 "Kraft Faced (with one perm
rating vapor retarder)" fiberglass. Thermal insulation at roof attic shall be minimum R -30
"Flame Resistant Foil Faced" (flame spread rating 25/50, ASTM E -84) fiberglass. Select one
of the following manufacturer's (refer to plans for exact "R" values required):
1. Certain Teed Fiberglass
2. Manville Building Materials
3. Owens /Corning Fiberglas
4. Dow Chemical Thermax Insulation Board
C. All insulation batts shall be securely stapled to studs at walls or properly strapped to trusses
under roof sheathing. Insulation in sloping ceiling shall be located where shown on plans and
installed per manufacturer latest printed specs.
D. Any insulation that is to be exposed and painted shall be covered with a layer of foil paper
stapled to sides of trusses in a neat manner ready to receive paint.
+ SECTION 7.5 CAULKING AND SEALANT
7.5 1 SCOPE
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Div -7 7 -5 Updated 5/9/2011
• 1
Caulk all joints between masonry and wood, masonry and break metal, and all other dissimilar
materials.
7.5.2 MATERIALS
A. Polyurethanes:
1. Synthacalk GC -2+ Polysulfide
B. Silicone (Building Sealant):
1. Dow Corning: Silicone Sealer #795
2. General Electric: Silpruf #SCS2000 Weatherproof Sealant
C. Silicone (Interior Sealant):
1. Dow Corning: Mildew Resistant #786
2. General Electric: Silicone Sanitary Sealant #SCS1700
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 I
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.
3. 2' -6" x 3' -0" Milcor M -1, 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 (EIFS) EXTERIOR INSULATION AND FINISH SYSTEM I
7.7.1 SCOPE
A. Furnish and install all Polymer -Based EIFS and all accessories for walls, cornices, copings,
soffits, and accent features as indicated on the construction documents.
B. Related Work Specified Elsewhere:
1. Substrates
2. Adjoining non - plaster surfaces
Div -7 7-6 Updated 5/9/2011
1 ' 3. Expansion Joints- Refer to stucco specification & drawings.
4. Backer Rods and Sealants /Caulkings*
5. Waterproofing /Damp - proofing
6. Signage
*Must comply with EIFS manufacturer's approvals.
1, 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 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 ICC Acceptance.
5. Resident Sales / Field Technical Service personnel.
6. Local inventory of EIFS products.
7. Must be an active member of EIMA (EIFS Industry Members Association)
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 by EIFS manufacturer or AWCI EIFSmart program 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.
C. 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 observation reports by the manufacturer's representative /agent. Observation visits must
be scheduled by the General Contractor and /or the selected EIFS contractor.
D. 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 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.
7.7.1.3 APPLICATION CONDITIONS
A. Apply all materials when ambient temperatures are 40 degrees Fahrenheit, or above, and
rising, but under 110 degrees Fahrenheit. "Tent" areas to protect from weather and provide
dry heat and air movement as required to maintain project schedule.
B. Apply all materials when rain forecast is zero percent for the next 24 hours. "Tent" areas to
protect from weather if required to maintain project schedule.
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
Div -7 7 -7 Updated 5/9/2011
covering. 1
7.7.1.4 WARRANTIES Ii
A. Provide Manufacturer's five -year limited materials and labor warranty within 30 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 I
A. Basis of Design — Sto Corp. - StoTherm Essence
1. Contact: Sto Strategic Accounts — 1- 888 - 786 -3437
(Note: for those parts of the country where state or local codes require the use of a /
moisture protected drainage system, refer to current specifications, details and system
components of the StoTherm Essence NExT System).
7.7.2.2 ACCEPTABLE MATERIALS
Insulation Board (Thicknesses as shown on drawings):
A. Exterior Insulation Board: Nominal 1.0 lb/ft (16 kg /m Expanded Polystyrene (EPS)
Insulation Board in compliance with ASTM E 2430 and ASTM C 578 Type I requirements.
B. Fasteners: (fasteners are not reuired for new construction unless deemed necessary by job -
site conditions. Fasteners may be necessary for existing facilites in need of renovation,
depending on condition of existing substrate (s).)
1. Wind -Lock "Wind - Devil" Fasteners.
2. Erico Aerosmith for concrete /masonry.
3. As pre - qualified and approved prior to bid.
NOTE: Fasteners must penetrate at least 3/4" into structural materials. r�
C. Adhesive / Base Coat:
1. Sto Primer Adhesive B - one component polymer modified cement based, factory blend
adhesive and base coat (not to be used as an adhesive directly over plywood or OSB
substrates.
D. Mesh Reinforcement
1. Sto Mesh 4.5 oz/ sq. yd. Standard Reinforcing Mesh (for detail foam shapes and non -
contact/inaccessible areas).
2. Sto Armor Mat 15 oz/ sq. yd. Reinforcing Mesh, applied as a secondary reinforcement
under Standard 4.5oz Reinforcing Mesh. (for ultra -high impact areas). For use on full
height of walls in accessible areas, unless otherwise indicated on drawings).
3. "Corner Mat " (for exposed outside corners in medium -to- high- impact areas).
E. Textured Finish: acrylic based, integral colored textured wall coating with graded marble
aggregate and dirt pick -up resistance technology
1. Design Standard: "Quarztone" in "Dover Sky" for EIFS and "FASTRAK 500OP"
F. Accessories /Incidentals:
a. Vinyl Corp Series #332, Vent Screen — 3" wide
b. Starter Bead — front weep holes
c. Casing Bead — no weep holes
d. Corner Beads 1 -5/8 ".
7.7.3 APPLICATION
7.7.3.1 SITE EXAMINATION
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Div -7 7-8 Updated 5/9/2011
I
A. Prior to actual start of work, examine site and surfaces to verify suitability for commencing
application.
B. Alert General Contractor, Manufacturer, and Owner to any undesirable /adverse conditions.
I Do not proceed until resolution is effected.
7.7.3.2 PREPA
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
I EIFS
D. Provide uniform 3/4 inch wide joints for backer rods and sealants where indicated on Drawings.
E. Sand or rasp face of installed EPS insulation 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. Back wrap, coat, and finish all edges /interruptions as recommended /detailed by manufacturer; use two
layers of mesh on detail foam shapes in accessible areas. Use Ultra High Impact System where
15.0oz mesh is used in combination with 4.5oz. Mesh at areas subjected to anticpated abuse and as
indicated on the drawings.
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
N 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.
SECTION 7.8 WATERPROOFING MEMBRANE
' 7. .1
8 SCOPE
Waterproof membrane at all party walls, installed at floor to wall junction (applies to all walls
shared with adjacent tenant and those shared with concourse). Also when there is a space
below, provide a floor membrane over all floor areas to be finished with ceramic quarry or
any other floor tile (order area, all kitchen areas, salad bar areas, drink station areas,
restrooms, janitors sink, etc.). A membrane is not required at carpet areas in the dining
room. This work includes all material, labor, equipment, supervision necessary for and
incidental to, executing and completing the installation of waterproofing membranes.
7.8.1 MATERIALS
Hydroment Ultra Set Waterproofing / Crack Isolation Membrane manufactured by:
Bostik , Boston Street, Middleton, MA 01949.
Phone: (800) 726 -7845.
7.8.2 INSTALLATION
Work should be performed only by an applicator trained and familiar with these products, and
must be installed in strict accordance with manufacturers application specifications, abbreviated
below:
1. Prepare and clean surface to be waterproofed.
2. Blend membrane materials and prime all base flashing and perimeter areas.
3. Install fabric and latex mix to all coves, drains and other detail areas.
4. Install second coat as recommended by manufacturer specifications.
11.
Div -7 7 -9 Updated 5/9/2011
SECTION 7.9 ROOF TOWERS ACCESS DOORS j
7.9.1. SCOPE
Provide and install roof tower access doors. 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
manufacturers:
1. Acudor #LT4000/24 "x36 " - Waterproof with keylock and neoprene seals— (973) 857 -1800.
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Div -7 7 -10 Updated 5/9/2011
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DIVISION 8 DOORS, WINDOWS, GLASS
I SECTION 8.1 GENERAL
8.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
i i i
SECTION 8.2 METAL DOORS AND FRAMES
(SERVICE TYPE - Delivery & Utility Doors)
8.2.1 SCOPE
I 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
1. The Ceco Corporation: "Imperial" flush doors
2. Republic Builders Products: "DE" Series doors
3. Steelcraft: "L -18" Series doors
4. Amweld 1700 Series door
I 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
pi 4. Amweld 400 Series
8.2.3 INSTALLATION
A. Doors and frames shall be installed plumb, rigid and with all clearance accurately maintained.
'1 See plans for details.
SECTION 8.3 DOORS AND FRAME (INTERIOR)
1 8.3.1 SCOPE
Furnish and install interior doors and frames as indicated on the Door Schedule, on the drawings.
8.3.2 MATERIALS
I ,
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
I
plans for plastic laminate color.
B. Frames shall be 16 gauge cold - rolled steel, double rabbeted shape. Frames shall be fa ctory
finished with one coat baked on primer paint. Frames shall have a 2 inch face frame and sized
°l 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
8.3.3 INSTALLATION
IA. 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
I exceed 1/4 inch, unless undercut for relief air.
I Div -8 8 -1 Updated 5/9/11
1
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 8.4 GLASS, GLAZING AND STOREFRONT
8.4.1 SCOPE
A. Furnish and install all glass, glazing, and drive -thru pass -out window, entry doors, and window
framing sections; complete, including all hardware, gaskets, sections and accessories. The
contractor shall purchase and install the "Carl's Jr. Frosted Star Kit" on one pair of entry doors.
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
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.
8.4.2 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. Visteon Glass
2. LOF Glass
3. PPG Industries
a. Plate Glass: Shall be 1/4 inch thick, clear or tinted glazing quality float glass and
shall meet the requirements of ASTM C -1036. See plans for location.
b. Tempered Safety Glass: Shall be 1/4 inch thick, clear or tinted glass and meet the 11
quality and strength requirements of ASTM C -1048. All tempered glass must show
permanent identification. Location per plans and building codes.
c. Dual (Insulated) Glazing: Where required on the drawings, 1" 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 Light: 1/4" thick, tinted glass.
2. Air Space: 1/2" 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 Light: 1/4" thick, clear glass. 111
Glazing units shall be Solar Ban 60 Low -E Coating #3 surface - - -U -Value Winter &
Summer .29 - -- Shading Coefficient .44-- -Solar Heat Gain .37. See Window Schedule
for glass type (plate 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 TRIFAB II — 400 System — (451 with dual
glazing) or U.S. Aluminum — Series 400 — (451 with dual glazing) No other suppliers
are acceptable.
2. Entry doors to be Kawneer, Paneline, Series 400 / 451, medium stile, Or U.S.
Aluminum DH308 Mid Panel series 400 / 451 medium stile. Clear Anodized Brushed
Aluminum Finish unless noted otherwise on plans.
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. Aluminum Finish : Color to be #17 clear
anodized - (unless noted otherwise on plans). All aluminum finish to be
Architectural Class I, 0.7 mil thickness and 32 mg. coverage per square inch.
Div -8 8 -2 Updated 5/9/11
6. Set thresholds 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
I door jambs. Notch as necessary around jambs.
7. Doors to be supplied as follows:
11 *Quantity Item /Description Manufacturer Finish
FOR USE WITH KAWNEER ALUMINUM STOREFRONT ONLY
Door #1 (Exit from Dining)
1 30 X 70 X 1 -3/4 GL X AL Kawneer See Plans
Paneline #230 - 607 -23 -350 Roton continuous hinge
- w/ lip concealed -leaf type & Cylinder Lock included
Manufactured complete with the following:
11
1 38 -728 10" Bottom Rail Kawneer Match Door
li
1 LCN Closer #4041 Kawneer Aluminum
Note: Closure to be mounted parallel.
1 LCN Adapt Plate & Shoe#PA -62 & PA- 18Kawneer Aluminum
1 33 -051 CO -9 Pop -Pull Kawneer Clear Anodized
1 35 -562 Threshold Kawneer .... Aluminum
(Maximum Height 1/2 ")
I 1 200 -799 Sweep Kawneer Match Door
1 91 -167 Floor Stop Kawneer Dull Chrome
* Door #13 (Dining to Ext. Playground) or (Indoor playground to Ext.)
IIII 1 30 X 70 X 1 -3/4 GL X AL Kawneer See Plans
Paneline #230 - 607 -23 -350 Roton continuous hinge
w/ lip concealed -leaf type & Cylinder Lock included
Manufactured complete with the following:
1 38 -728 10" Bottom Rail Kawneer Match Door
1 LCN Closer #4041 Kawneer Aluminum
Note: Closure to be mounted parallel.
1 LCN Adapt Plate & Shoe#PA -62 & PA- 18Kawneer Aluminum
1 33 -051 CO -9 Pop -Pull Kawneer Clear Anodized
1 35 -562 Threshhold Kawneer Aluminum
1 Maximum Height 1/2 ")
1 200 -799 Sweep Kawneer Match Door
1 91 -167 Floor Stop Kawneer Dull Chrome
* Door #14 (Dining to Vestibule) or (Dining to Indoor Playground)
1 30 X 70 X 1 -3/4 GL X AL Kawneer See Plans
Dummy Paneline #231 - 107 -23 -350
Roton continuous hinge w/ concealed -leaf type
& Cylinder Lock included
Manufactured complete with the following:
38 -728 10" Bottom Rail Kawneer Match Door
Ii
1 LCN Closer #4041 Kawneer Aluminum
Note: Closure to be mounted parallel.
1 LCN Adapt Plate & Shoe #PA -62 & PA- 18Kawneer Aluminum
1 33 -051 CO -9 Pop Pull Kawneer Clear Anodized
1 Wall 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 from plans.
I Not all doors reflected here apply to all plans.
I ; Div -8 8 -3 Updated 5/9/11
. , I
I
Quantity Item /Description Manufacturer Finish
FOR USE WITH U.S. ALUMINUM STOREFRONT ONLY
II
Door #1 (Exit from Dining)
#400 MED STYLE DOOR
1 30 X 70 X 1 -3/4 GL X AL US Aluminum See Plans
DH308 Mid Panel Panic Device w/ Roton continuous hinge
w/ lip concealed -leaf type & Cylinder Lock included
Manufactured complete with the following:
1 10" Bottom Rail US Aluminum .. Match Door
1 LCN Closer #4041 US Aluminum Aluminum
Note: Closure to be mounted parallel.
1 LCN Adapt Plate & Shoe#PA -62 & PA -18US Aluminum Aluminum
1 Pro32 Pop -Pull US Aluminum ......... Clear Anodized
1 Threshold US Aluminum Aluminum
(Maximum Height 1/2 ")
1 Sweep US Aluminum Match Door 1
1 Floor Stop US Aluminum Dull Chrome
* Door #13 (Dining to Ext. Playground) or (Indoor playground to Ext.)
#400 MED STYLE DOOR
1 30 X 70 X 1 -3/4 GL X AL US Aluminum See Plans
J DH308 Mid Panel Device w/ Roton continuous hinge
w/ lip concealed -leaf type & Cylinder Lock included
Manufactured complete with the following:
1 10" Bottom Rail US Aluminum Match Door
1 LCN Closer #4041 US Aluminum Aluminum ,,
Note: Closure to be mounted parallel.
1 LCN Adapt Plate & Shoe#PA -62 & PA -18US Aluminum Aluminum
1 Pro32 Pull US Aluminum Clear Anodized
1 Threshold US Aluminum Aluminum
Maximum Height 1/2 ")
1 Sweep US Aluminum Match Door
1 Floor Stop US Aluminum Dull Chrome 1
* Door #14 (Dining to Vestibule) or (Dining to Indoor Playground)
#400 MED STYLE DOOR
1 30 X 70 X 1 -3/4 GL X AL US Aluminum See Plans
Dummy Mid Panel Panic Device w/ Roton
continuous hinge w/ lip concealed -leaf
Manufactured complete with the following:
1 10" Bottom Rail US Aluminum Match Door
1 LCN Closer #4041 US Aluminum Aluminum r
Note: Closure to be mounted parallel.
1 LCN Adapt Plate & Shoe#PA -62 & PA -18US Aluminum Aluminum
1 Pro32 Pull US Aluminum Clear Anodized
1 Wall Stop US Aluminum Dull Chrome
1 *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 from plans.
Not all doors reflected here apply to all plans.
Div -8 8-4 Updated 5/9/11 I
.1
1
8.4.3 PROTECTION
'i All aluminum sections and glass shall be wrapped in plastic or covered with suitable material at time
t of installation to prevent plaster and other foreign matter from adhering or damaging the material.
8.4.4 INSTALLATION
A. Use only mechanics skilled at their trade.
11'
, 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.
1. D. Broken, scratched or defective glass will be replaced at no cost to 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
I 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.
8.4.5 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.
II
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 OWNER.
Slide opening 18 -1/2" x 23 ".
8.4.6 CARL'S JR. FROSTED STAR KIT
0
A. The contractor shall purchase the "Frosted Star Kit" from:
XLNT TINT Window Tinting, Inc.
2940 E. La Palma Avenue
Suite "C"
Anaheim, CA. 92806
Contact Jennifer Schuch @ 800 - 495 -6884
il.
jennifers @xlnttint.com
Price: $175.00 ea + shipping
B. Each Star Kit will include pre -cut frosted star pieces, instructions on how to install, and the
required tools for its installation. Normal lead time for shipping is two weeks.
C. The Star Kit will be shipped in a cardboard box and secured on a hard plastic core suspended
by end caps.
SECTION 8.5 FINISH HARDWARE
8.5 1 SCOPE
A. Furnish and install all finish hardware and toilet accessories as per hardware specifications.
I 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.
8.5.2 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
11 necessary relative to the hardware installation.
8.5.3 INSTALLATION
A. Install all hardware in accordance with manufacturer's recommendations.
1 B. Carefully fit hardware before painting, remove prior to and reinstall after painting is complete.
Div -8 8 -5 Updated 5/9/11
. 1
C. Provide and install solid backing as required for mirrors, accessories, grab bars, etc. 1
D. Set thresholds in mastic bed and secure to floor with matching counter sunk screws in
expansion shield or by other approved methods.
E. Install door closures "parallel" at all entry and delivery doors.
8.5.4 HARDWARE GENERAL NOTES
A. All locks to be keyed alike. Keys shall be delivered to OWNER.
B. All surface mounted door closures to be installed with sex bolts completely through door.
Heads shall be painted to match adjacent surface finish.
C. Contractor shall check hardware specifications for all toilet accessories which are recessed.
D. See pages 8 -4 & 8 -5 (Section 8.4) for the Aluminum door hardware list.. See below for
hardware to other doors- (verify with plans applicable doors). :1
*Quantity Item /Description Manufacturer Finish
REMAINING FINISH HARDWARE I
* Door #2 (Utility Room — if applicable)
30 X 70 X 1 -3/4 HM X HMF
1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley Satin /Chrome
4.5 X 4.5 NRP
1 Dead Bolt B660 X 12 -070 X 10 -087 Schlage Satin /Chrome
1 Sweep 321 AN 36" Pemko Aluminum
1 Door Holder GJ 704H Glynn Johnson Aluminum
Door #4 (Delivery Door) •
40 X 70 X 1 -3/4 HM X HMF
1 84" full length Roton Hinge #780 -112 HD Roton Satin
1 Alarm System — Monitor 4000 Monitor Aluminum
(Contact Security Products Inc. @ (800) 452 -5276) 111
1 Closer 1461 SNB Delayed Action LCN Aluminum
1 Adapter shoe # PA -62 LCN I
Note: Mount closure parallel.
1 Floor Stop 119 ES Trimco Satin /Chrome
1 Panic Device #8701 Adams Rite Aluminum
(Rim Strike)
1 Sweep 321 AN 48" Pemko Aluminum
1 Kick Plate#48 12" x 46" .050 -630 Trimco Satin /Stainless
1 Door Scope Premier Unitd Aluminum ,11
(Contact Security Products Inc. @ (800) 452 -5276) II
* Door #5 (Water Heater- if applicable)
24 X 70 X 1-3/4 HM X HMF
1 -1/2 PR. Hinges F179 4.5 X 4.5 NRP Stanley Primed
1 Dead Bolt B660 X 12 -070 X 10 -087 Schlage Satin /Chrome
1 Sweep 321 CN 24" Pemko Aluminum
* Door #6 (Pair) (Electric Room- If Applicable) I
60 X 80 X 1-3/4 HM X HMF
4 PR. Hinges F179 4.5 X 4.5 NRP Stanley Primed
1 Dead Bolt B660 X 12 -070 X 10 -087 Schlage Satin /Chrome
2 Door Holders GJ 704H Glynn Johnson Aluminum
2 Sweep 321 CN 36" Pemko Aluminum
1 Foot Bolt 1055 - 6" Stanley Zinc I
1 Chain Bolt 1056 - 6" Stanley Zinc
Door #7 (Vestibule from Restroom)
30X68X1- 3 /4WDXHMF
i Div -8 8 -6 Updated 5/9/11
1
1 1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley ( g) Y Satin /Chrome
4.5 X 4.5
II 1 Push Plate #40 4" X 16" Trimco Aluminum
1 Pull Plate 4510A 4" X 16" Trimco Aluminum
1 Kick Plate #48 8" x 34" Trimco Aluminum
1 Closer 1461 SNB Delayed Action LCN Aluminum
1 Wall Stop W302 TB Trimco Satin /Chrome
* Door #8 (Crew Room- If applicable)
i 30 X 68 X 1-3/4 WD X HMF
1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley Satin /Chrome
III 4.5 X 4.5
1 Privacy Lock D40S Rhodes Schlage Satin /Chrome
1 Wall Stop W302 TB Trimco Satin /Chrome
1 Door #9 (Office)
30 X 68 X 1-3/4 WD X HMF
I 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 Trimco Satin /Chrome
i 1 Door Scope Premier Unitd Aluminum
(Contact Security Products Inc. @ (800) 452 -5276)
* Door #10 (Storage Room- if applicable)
26 X 68 X 1 -3/4 WD X HMF
1 -1/2 PR. Hinges FBB179 (Ball Bearing) Stanley Satin /Chrome
I 1 4.5 X 4.5
Dead Bolt
B660 X 12 -070 X 10 -087 Schlage Satin /Chrome
1 Wall Stop W302 TB Trimco Satin /Chrome
1 Miscellaneous
1 Padlock QB300 Abus Satin /Bronze
Dead Bolt #27 (San Diego County Corbin Satin /Chrome
Electric Room Only — if applicable)
It *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. Not all doors
reflected here apply to all plans.
.I
I
I
III Div -8 8 -7 Updated 5/9/11
III
1 DIVISION 9 FINISHES
SECTION 9.1 GE NERAL
9.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
IR
SECTION 9.2 LATHING AND PLASTERING
# (If Drawings show E.I.F.S. system- refer to Section 7 of these specifications)
9.2.1 SCOPE
A. Includes all labor, services, materials, equipment and scaffolding to complete all lathing, furring
I for plaster and plastering, including trash enclosure when required.
B. Included all labor and materials for application of wire lath and cement plaster for masonry
veneer backing, where shown on the drawings.
C. Comply with applicable building codes and ordinances for materials, construction, tests and
111 inspections.
9.2.2 MATERIALS
I A. Wire Lath, (Vertical Surface): Building paper backed, self- furring, zinc - coated galvanized
welded wire fabric lath, 16 X 16 gauge, 2 inches on center, lath shall conform to Federal
Specification UU- B -790a; lath installed with 11 gauge stiffner wire at 6 inches on center,
horizontally apply over one (2) layer of Grade "D" paper.
I B. Wire Lath, (Horizontal Surface): 3/8 inch rib, galvanized metal self- furring lath, 3.4 lbs per
square yard and shall conform to Federal Specification QQ -L -101 c.
C. Metal Accessories:
1. Weep Screed: Superior #SWS- 078 -W312G
2. Casing: Superior # SJB- 078 -200G
3. Corner Bead: Inryco /Milcor No. 1
4. Soffit Screen: Superior #STP- 078 -V312G
5. Expansion Joint: Superior #SSJ- 078 -100G
6. Exterior Wainscot Band: Fry Reglet DCS- 625 -400
D. Sand: Clean washed plastering sand. Comply with "Standard Specifications for Sand for Use
in Plaster ", ASTM C -35.
I E. Cement: Comply with "Standard Specifications for Portland Cement ", ASTM C -150, Type 1.
F. Water. Unpolluted at time of use. Obtain from a domestic supply.
9.2.3 MIXES
il
A. Accurately measure ingredients and thoroughly mix together. Mix no more than can be used
within one -half hour after mixing. No batter allowed to remain in mixer or mixing boxes
1 overnight. Keep mixer and mixing boxes thoroughly clean.
B. Cement Plaster:
1. Scratch coat: 1 part cement, 4 parts sand maximum.
2. Brown coat: 1 part cement, 5 parts sand maximum.
3. Finish coat: 1 part cement, 3 parts sand maximum, volume of lime not to exceed volume
of cement.
9.2.4 SPECIAL CONDITIONS
A. Provide for proper moist curing of exterior Portland Cement plaster including weekends and
holidays.
B. Install casing beads wherever plaster terminates or abutts a dissimilar material.
C. Provide and maintain scaffolding, trestles, planking, etc., in accordance with applicable laws
and ordinances.
D. Provide cement plaster and wire lath for building masonry veneer backing, 3/4" thick, as shown
on the drawings
E. When integral color stucco is called for in plans, the contractor is to test the color prior to
application to assure matching of specified paint. Use standard La Habra stucco color as
indicated on finish schedule.
I 9.2.5 WIRE LATHING APPLICATION
I Div -9 9 -1 Updated 5/9/2011
1
A. Apply wire lath with long dimension of sheets at right angles to supports. .1
B. Lap lath not less than one inch at ends and one -half inch at edges. Securely lace lath together
with tie wire. Tie lath together once between each pair of supports. Apply lath straight without
buckles.
C. See Structural Drawings for required lath nailing at vertical surfaces for shear wall application.
D. Wire lath shall be continuous across building wall area, including all areas to be covered with
building masonry veneer. 1
9.2.6 APPLICATION OF PLASTER
A. Cement Plaster: Apply scratch coat and deep moist at least 48 hours before applying brown
coat. Apply brown coat and deep moist. Apply finish coat not sooner than seven days after
brown coat.
B. Total thickness: 7/8" minimum.
C. Finish Coat to be an integral color. See plans for color, material, and finish texture. A sample
of finish coat and texture to be submitted to OWNER for approval prior to application.
D. Where plaster and lath is backing for masonry; apply scratch and brown coats, 3/4" thickness.
Plaster to be finished smooth and plumb, ready to receive masonry veneer.
9.2.7 WORKMANSHIP
A. Defects arising due to defective workmanship and /or materials of plastering contractor shall be
repaired and finished in accordance with directions of OWNER.
B. Plastering shall finish true to line, plumb or level as the case may be, square to adjoining work
free from imperfections, cracks, scratches or discoloration.
C. Crazed or cracked plaster within first week after application will be rejected.
D. Do all necessary patching and painting of plastering in a skillful manner to match adjoining
work. Fill all nicks and mars after finish carpentry.
9.2.8 CLEANING AND PROTECTION
A. Protect work of other trades from damage due to lathing and plastering.
B. Clean plaster immediately from unplastered surfaces. Clean -up plastering debris and remove
from site.
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. James Hardie Gypsum
2. Gold Bond Gypsum Wallboard
3. United States Gypsum
4. Pabco 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.
Div -9 9 -2 Updated 5/9/2011 ;�
I .
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
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.
111 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 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
i� OWNER may require several color samples of paint on material which it is to be applied without
additional compensation.
9.4.3 STORAGE
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:
Div -9 9 -3 Updated 5/9/2011
1. Behr Paints
2. Dunn - Edwards Paints
3. Frazee Industries, Inc. I
4. Pittsburgh Paints
6. Pratt & Lambert Paints
7. Sherwin- Williams Company
8. Vista Paint
B. Stain:
1. Behr Stains
2. Olympic Stains I
3. Pittsburgh /Rez Stains
4. Pratt & Lambert Stains
5. Frazee Industries, Inc.
C. Anti- Graffiti Paint and Clear Finish (when noted on plans):
1. Manufacturer
A. Design is based on products manufactured by Sherwin Williams.
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 of equal quality from the
manufacturers listed in 9.4.5.
2. Materials
A. Pigmented
1. Sealer W 709 EFF -STOP
2. Finish Coat: Dunn Edwards, T 59 -89 a two -part aliphatic urethane polyester
based mixture, 340 VOC. Color pigment shall be factory mixed in the aliphatic
urethane.
a. Color shall be slected by OWNER 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 T 59 -90, 340 VOC, a two part aliphatic
urethane polyester based mixture. I
9.4.6 PREPARATION OF SURFACES
A. Report any unacceptable surface to 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 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.
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I 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.
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 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.
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.
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J. Interior and Exterior galvanized metals: 1�
1. Apply one (1) coat Rust -Oleum 3200 System Clear Blue Undercoat.
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 Stucco or EIFS:
1. Apply two (2) coats semi- gloss paint.
9.4.8 WORKMANSHIP I'
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 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 ay painting and reinstalled after painting is
complete.
9.4.11 VINYL WALL COVERING (If applicable)
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. Refer to additional scope requirements in section 7.8
for Malls, Food Courts, Schools and similar situations.
9.5.2 MATERIALS
NOTES:
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Div -9 9 -6 Updated 5/9/2011
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1 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
I test.
2. Upon final completion of job, tile contractor shall provide 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 - square edge, 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. Emser Tile — "E- Quarry"
3. Dal Tile Q -41
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 and meet a minimum
coefficient of friction of .06 %.
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.
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
c. Latacrete
F. Cleaning:
Before acceptance of building by OWNER, all quarry tile floors must be thoroughly cleaned
1 with acid wash, sealed with "Aqua Mix Penetrating Sealer" 'as distributed by Aqua Mix Inc.
9419 Ann Street, Santa Fe Springs, CA. 90670- Phone # 1- 800 - 366 -6877.
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.
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, Prep. Area, Dry Stor., and Scullary, 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.
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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.
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. No tile shall be placed directly over plywood —(this
superscedes any plan details shown to the contrary).
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. National Gypsum Company, Gridstone Brand Gypsum Ceiling Panels 24" X 48 ".
B. Dining Area: 24" X 24" X' /< ", shadow /reveal edge tile. Select one of the following materials:
1. Armstrong #1732 24" X 24" Fine Fissured Tegular, "Adobe" color.
9.6 3 SUSPENDED CEILING SYSTEM, MATERIALS
A. Suspension system shall be exposed tee, double web design. Kitchen area exposed grid and
trim shall be factory finished to a low -sheen satin white color. Kitchen area to also be 1 -hour
fire rated product. Dining area exposed grid and trim shall be factory finished Silver Satin.
Select one of the following manufacturers:
1. Chicago Metallic Corporation, #1200 and #1200 Fire Rated in Kitchen.
ICBO #1905
LARR #23256
Fire Rating #24299
2. Donn Corporation, DX System and DXL System in Kitchen
ICBO #2244
LARR #22179, Class A
Fire Rating #23541
3. Armstrong Grid - Prelude ML and Prelude XL in Kitchen
ICBO #5173
LARR #25032 Class A
B. Wire hangers shall be 12 gauge as required by local building code spaced at 48" O.C. each
way.
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.
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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
I new condition and to the satisfaction of 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
I 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
I 3. Glasteel
4. Lasco Board
B. Trim where detailed or required, to match panels.
il 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.
I B. Cut panels face up, bevel back edges of panels to permit them to fit and move in mouldings
easily. No horizontal joints are permitted at walls.
C. Do not use butt joints. Use mouldings fitted to allow for expansion.
I D. Apply thin coating of adhesive to panel back. Spread with comb spreader to create proper
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.
I 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 CORNER GUARDS
I 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.
I C. Corner Guards to be "Marlite" #m961, 1 -1/2" x 1 -1/2" x 48" White #100.
SECTION 9.8 VINYL COVE BASE
II 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
II 2. Burke Flooring Products
3. Flexco Company
4. Kentile Floor
B. Adhesive as recommended by manufacturer.
I 9.8.3 INSTALLATION
Base and adhesive shall be applied per manufacturer's written instructions, use molded interior and
exterior corners.
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SECTION 9.9 MARLITE
9.9.1 SCOPE
Includes all labor, material and equipment required to furnish and install all Marlite paneling and
accessories.
9.9.2 MATERIALS
A. Refer to Plans Finish Schedule for type and color.
B. Trim where detailed or required, aluminum top, bottom and all vertical joints.
100262 - M451 - Inside, 100263 - M460, 100264 - M465, 100265 - M470
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 mouldings
easily. No horizontal joints are permitted at walls. I
C. Do not use butt joints. Use 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 mouldings should be used so that no
edges or joints are exposed.
G. In required areas, fill the channels of mouldings 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.
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I DIVISION -10 SPECIALTIES
I SECTION 10.1 GENERAL
10.1.1 The "General Requirements" of these specifications are hereby made a part of this Division.
I SECTION 10.2 TOILET ROOM PARTITIONS — (When called for on plans)
10.2.1 SCOPE
I 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 stainless steel and have a spiral design
scratched finish. All supporting stiles shall be floor to ceiling, securely anchored at both ends.
Same finish. Head rails shall be securely fastened at walls.
B. All hardware shall be heavy nonferrous chrome - plated castings which are corrosion resistant
I and self lubricating. Fastenings shall be by means of thru -bolts with theft -proof heads. All
applicable hardware must comply with ADA and Calif. Title 24 requirements for the disabled.
C. Urinal and /or privacy screens shall have floor to ceiling pilasters, securely anchored at both
ends. See plans for sizes and dimensions.
I 10.2.3 CONSTRUCTION
Doors, panels, pilasters, and stiles shall be constructed stainless steel. Doors to be pre- notched
and recessed to accommodate concealed controlled gravity type hinges.
10.2.4 INSTALLATION
All Installation shall comply with ADA and Calif. Title 24 in California. 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
Ili 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.
1 SECTION 10.3 BICYCLE RACK — (When called for on plans)
10.3.1 General Contractor, when shown on plans, is to provide shopping center specified bike rack. Install
I at location shown on the plans.
SECTION 10.4
INSECT CONTROL
"
10.4.1 SCOPE
Provide and install "Borid" crystals as indicated in this specifications
10.4.2 MATERIALS
1 "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.
10.5.3 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.
I SECTION 10.5 FLAGPOLE — (When called for on plans)
10.5.1 SCOPE
Furnish and install flagpole and flags as specified below when required. Locate as shown on plans.
10 5.2 MATERIAL
A. Flagpole shall be tapered seamless aluminum tubing. Wall thickness shall vary per length of
pole. 35' pole shall be min. .156" wall thickness with 6" butt. 50' & 60' poles shall be min.
.188" wall thickness, with 8" butt on 50' pole and 10" butt on 60' pole. Finish shall be deep
luster fine grain sheen.
I
I div- 10.doc 10 -1 Updated 5/9/2011
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B. Halyards: I
35' pole shall have Concord Sentry concealed halyard system. Halyard to have one set of #10
(5/16 ") white waterproof polypropylene equipped with (4) chrome swivel snaps to secure the
flags, one, beaded nylon retainer, and one beaded nylon retainer ring.
50' and 60' pole shall have Concord concealed halyard system. Halyard and flag arrangement
shall be 1/8" stainless steel aircraft cable, with attachment ends crimped over 1/8" steel yokes
and joined by stainless steel Quick - links. Halyard shall be two- piece, joined by a stainless
steel swivel at midpoint; flag arrangement shall be sized to accommodate the appropriate size
flag, and shall be complete with two chrome swivel- snaps, neoprene coated counterweight and
beaded nylon retainer ring.
C. Truck for 35' pole shall be a revolving non fouling truck equipped with two automotive type
sealed bearings, with one 2 1/2" plated steel sheave. Truck for 50' and 60' poles shall be cast
aluminum, internal halyard type, revolving non - fouling, equipped with two automotive -type
sealed bearings, with one 2 -1/2" plated steel sheave.
D. Ball shall be constructed of #14 GA aluminum with gold anodized finish.
E. Cleats: Cleat on 35' pole shall be internally mounted cam - action cleat with integral sheave,
factory mounted.
50' and 60' poles shall have a Winch Stainless steel, direct drive; mounted on a rotatable plate
inside the shaft. Winch shall be accessible for operation and maintenance only through a
single reinforced access opening, which shall be covered by a removable door finished to
match shaft, containing a six tumbler cylinder lock. Winch shall be gearless, operable only by
a removable crank handle through the access opening, and shall lock in any position upon
removal of crank handle.
F. Furnish spun aluminum flash collar, the diameter of the collar, shall be at least 1" larger than
the diameter of the foundation sleeve. Finish same as pole.
G. Flags shall be furnished by OWNER:
a. American Flags.
35' pole furnish (2) 6' x 10' flags
50' and 60' poles furnish (2) 10' x 15' flags
b. C.K.E. Flags.
35' pole furnish (2) 5' X 8' flags
50' & 60' poles furnish (2) 8' X 12' flags
10.5.3 INSTALLATION
A. Contractor shall install pole using properly sized foundation tube, tube support plate and
grounding spike. Verify sizes based on pole manufacturers specification for pole height and
diameter.
SECTION 10.6 CLEARANCE ARM — (When called for on plans) I
10.6.1 SCOPE
Furnish and install clearance and assembly. See site plan for location.
10.6.2 MATERIAL
A. Contractor shall include in his bid to furnish and install the clearance arm assembly. Clearance
arm shall be purchased from —Uni- Structures, Marrietta Georgia (800) 386 -9864. Purchase
with Red pole and Yellow swing arm.
B. 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 soffit clearance and set swing bar height
accordingly.
C. Contractor shall have height clearance dimension placed on swing bar reflecting 3" LESS than
actual clearance at drive thru's lowest height soffit, canopy or trellis.
D. Contractor shall replace default height on bar with similar vinyl numbers when required.
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div- 10.doc 1 0 -2 Updated 5/9/2011
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SECTION 10 KNOX BOX 7 (Where Required by Fire Dept)
10.7.1 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.
10.7.2 MATERIAL
Model #4400R recessed mounted. Color to be aluminum.
SECTION 10.8 SAFE
10.8.1 SCOPE
General Contractor to install OWNER provided safe as indicated on the drawings. Safe to be
installed bolted to floor. Cove base tile to be installed at exposed sides. All gaps to adjacent walls
and equipment to be sealed so as to eliminate any areas of food, dirt or dust gathering in spaces
that cannot be cleaned.
SECTION 10.9 DRIVE -THRU WINDOW SECURITY GRILL
10.9.1 Where a drive -thru pick up or cash window occurs, the General Contractor is to purchase from
CKE/ HED 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 pad locks on other.
SECTION 10.10 RESTROOM ACCESSORIES
1 10.10.1 Scope
Provide and install the following restroom accessories. All applicable hardware noted must
purchased and installed in compliance with ADA and Calif. Title 24 requirements
Item /Description Manufacturer finish
Paper Towel Dispenser B262 Bobrick Stainless Steel
' Seat Cover Dispenser B221 Bobrick Stainless Steel
Napkin Disposal B353 Bobrick Stainless Steel
Grab Bar B5806 — 36" Bobrick Stainless Steel
Grab Bar B5806 — 48" Bobrick Stainless Steel
Mirror B165 18" x 30" - Womens room ONLY Bobrick Stainless Steel
Soap Dispensers and Toilet Paper dispensers are provided by OWNER Operations with the small wares
delivery near the end of project or provided by sanitary vendor. If Health dept. inspections occur before this
delivery, GC may be required to purchase temporary dispensers as needed. Install by GC. Baby Changing
Tables provided by OWNER and installed by GC.
SECTION 10.11 INTERIOR SIGNAGE
10.11.1 Scope
Install owner provided interior sign package to include the following:
Owner will provide the interior sign package through HED. This will include:
• (2) "Please Wash Your Hands" sign — (1) each restroom
• Dining Occupancy Sign and vinyl number sets.
• Vinyl / plastic Handicapped symbol for front door.
• Restroom doors and wall Braille Handicapped required signage.
SECTION 10.12 DELIVERY DOOR ALARM & DOOR SCOPE
10.12.1 SCOPE
General Contractor to provide and install the Monitor 4000 delivery door alarm and the door scopes
for the delivery door and office door. Contact Bob Barr at Security Products Inc, (800) 452 -5276.
div -10 doc 10 -3 Updated 5/9/2011
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 GC to become familiar with sheet K -1 and Equipment schedule on K -1 for responsibilities of
Equipment.
11.1.3 The General Contractor is responsible for coordinating, scheduling installation and the
hook -up of all OWNER supplied equipment. See Sections 1.1.16 and 1.6 of this
Specification. U.N.O. on plans or bid addendum. (OWNER will provide GC with a "Vendor
Contact List" at start of project to coordinate vendors.)
SECTION 11.2 STAINLESS STEEL KITCHEN EQUIPMENT
11.2.1 SCOPE
KEC (Kitchen Equipment Vendor) to Fabricate, deliver & Install stainless steel kitchen
equipment as shown on the drawings and as specified below. Installation will be determined by
quote. Installation shall include all stainless steel equipment as well as dry storage and walk in
storage shelving assembly and installation of hoods provided by owner — (coordinated with GC
& mechanical contractor). GC is responsible for coordinating installation as required- regardless
of installation decision.
Custom Fabricated stainless steel equipment is to be manufactured to meet all required NSF
standards and local Health Department requirements as well as ETL or UL requirements and
labeling for all pre -wired equipment.
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 & 2 MAIN COOK COUNTER
Fabricate to size and shape as shown on Sheet K -4.
Item #1 & 2 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.
Also, provide and install items as follows:
1 - 1" dia 1/4 turn ball valve drains on food warmer unit.
2 - Heat Blankets (Hatco) with preset temp for top to be 110 degrees with Pilot Light "On- Off'
switches.
1 - Heating Element at & Onion ring warmer.
(1) Hatco 120V 500W with Pilot Light "On- Off' switches.
Owner to provide (1) Wells Auto -Fill warmer and (1) BKI Sandwich holding Unit.
Fixture is to have built in electrical sub -panel for all electrical items with single conduit up s/s
chase to ceiling for single point Electrical connection - (excluding CRT I G. receptacles), and have
acceptable U.L. or ETL Approvals. Fixture to have all applicable items provided above pre -
plumbed with Indirect and /or condensate waste installed to floor sink location.
Item # 1 b SANDWICH WARMER TOPPER UNIT
Top to be formed of 16 gauge #4 stainless steel to fit snug on Sandwich warmer top. All edges
shall be filed smooth and all corners rounded. Provide pins for day dot holders to secure to.
Fabricate (2) day dot holders with holes to fit over pins.
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Div -11 11 -1 Updated 5/9/2011
' 1
Item #4 FRY DUMP HEATING ELEMENT HOOD
Fabricate as shown on Det. 23/K -6.
Hood to be fabricated of 18 gauge #4 stainless steel. Bottom edges to be hemmed. Provide
heat shield on face of reach -in side of Heat lamp hood. As part of this item, fabricate (2) fry bag
holders as detailed on sheet K -4 detail 13. Provide (2) Hatco heater and light assembly 120V
1250 W; and (4) 120V - 40W - Teflon coated appliance bulbs. Provide pilot light - Alco elect
#B1M-4C-125V - 1/3 W - and Selecta switch #SS 203 P -BG - 20A - 125 VAC for light bulbs.
Item #5A BACK COOK COUNTER- Where Green Burrito Occurs (See Plans)
Fabricate as shown on drawings Sheet K -5. Two pieces — shelf / electrical section and work
counter section.
Fabricate stainless steel counter of 16 gauge #4 stainless steel top, 1 -5/8" diameter stainless
steel tubing legs and stainless steel adjustable bullet feet. Cut out top and fit with food warmer.
Also provide and install 1" diameter 1/4 turn ball valve drain on food warmer unit.
Depending on floor plan, some back counter fixtures are to have built in electrical sub -panel for
all electrical items with single conduit up s/s chase to ceiling for single point Electrical
connection - (excluding CRT I.G. receptacles), and have acceptable U.L. or ETL Approvals.
Fixture to have all applicable items provided above pre - plumbed with Indirect and /or condensate
waste installed to floor sink location.
Fabricate 12" x 4" deep S/S chase /channel with conduit. Secure to Freezer wall. Allow room for
gas line drop to Griddle.
OR
Item #5B BACK COOK AREA- Without Green Burrito -(See Plans)
Build similar to 5A with single steamer and open space below table.
Item #6 POT SINKNEGETABLE SINK
Fabricate sinks and drain board as shown on Sheet K -5. & K -6
Drain boards and sinks shall be formed of 16 gauge #4 stainless steel with all joints and corners
welded, ground smooth and polished. Support drain board 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 drain board. Shelves under to be 16 gauge #4 stainless steel notched
around and welded to the legs. Provide 8" backsplash. Provide 18" high x 1" splash between
vegetable sink and pot sinks. Install (3) Fisher Mfg. model # 60968 Stainless Steel faucets.
Punch hole for pre -rinse for Fisher Mfg. model # 2011 -WB. Install four (4) Fisher Mfg. #22209
Drain King waste valves. Owner to provide waste valves and faucets.
Item #9 DRIVE THRU DRINK SERVICE COUNTER CABINET
Fabricate as shown on Sheet K -6. I
Form top of 16 gauge #4 stainless steel with adequate support sections for dispenser with ice
machine. Body to be 18 gauge #4 stainless steel. Fabricate top as shown. Unit to set on 6" s/s
legs. Build in cup dispenser bracket and condiment storage rack area per plans. Provide cup
dispensers per spec.
Item #12 SELF SERVE 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). Also
provide stainless steel anti - splash between catches. Block out section for trash chute. Provide
stainless steel ribbed apron as shown. Front face to be complete and finished as shown. Front
Div -11 11 -2 Updated 5/9/2011
1 •
radius edge to have high polished radius edges. Unit to set on metal channel base. Provide hat
section support as needed for dispenser / ice machine support. Cove tile base finish by GC.
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 #17 MISC STAINLESS STEEL ITEMS
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.
Fabricate (2) syrup holders shelves.
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Item #23 STAINLESS STEEL JAMBS
Fabricate of 20 gauge #4 stainless.steel as detailed on Sheet K -6.
Item # 101 / 18 STAINLESS STEEL ORDER COUNTER TOP, APRON and BASES
Fabricate of 20 gauge #4 stainless steel as detailed on Sheet A -12.
Provide stainless steel ribbed apron as shown. Front face to be complete and finished as shown.
Front radius edge of order counter top to have high polished radius edges. Provide front finished
laminate and trim. Finish back and underside of top to comply with NSF requirements. Provide
proper trim for field install around safe once safe is installed. Unit to be assembled in shop
complete — face, top and apron and back.
11.2.4 DROP -SHIP ITEMS
The stainless steel fabricator, when accepting drop shipped merchandise, shall send delivery
receipts along with the receiving copy of Owners purchase order to HED 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.
SECTION 11.3 WALK -IN COOLER & FREEZER
11.3.1 SCOPE
A. Vendor to Provide and install prefabricated walk -in cooler and freezer. Units shall be per the
dimensions shown on sheet A -3 of plans. Unit must meet all applicable NSF and UL / ETL
requirements. Walk-in shall be purchased by Owner. GC to coordinate installation.
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 structural supported 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 lb.
density and a maximum flame spread of 25, U.L. approved conforming to A.S.T.M. E -84
Div -11 11 -3 Updated 5/9/2011
•
Specifications. 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. Urethane foam shall be CFC free.
Thickness shall be as required to meet R -32 for the freezer and meet R -25 for cooler. t
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
allen 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 stainless steel over 1/2" plywood and shall have non -skid strips- (4" wide traction
tape at 6" apart). 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 in fitting self - closing door. The door shall have a
positive latch - (Kason #K -77L) with a flush inside safety release. Hardware to be chrome
plated. The hinges shall be Kason #1248 spring assisted with a Kason #1094 snubber.
Door gasket to be magnetic, 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 4" "foamed -in-
place" urethane insulation as specified above. Freezer door to have heater cables (4) sides
of the opening and to be U.L. 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: Cooler and Freezer to each have one solid door, 24" X 68 ", 4" "foamed -in-
place" urethane insulation. Finish to be stucco embossed galvanized. Each door to be self -
closing with Kason #1248 spring assisted hinges with magnetic gasket 4 sides. Kason #538
latch & strike with cylinder lock and Kason #1094 closer. Doors to be 10" A.F.F. Freezer
reach -in to have heater cables on 4 sides of opening and are to be U.L. approved.
G. Accessories: Provide (2) motion sensors, (4) Low Temp PL Lamps and 'jelly jar' vapor
proof fixtures for field install by EC. Provide (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 curtain is to be provided for
the cooler walk -in door only, Cool Curtain Clear VU model #SS3178. Caulking to be
provided to seal wall panels to floor. Silicone pointing to be provided for interior and
exposed exterior joints.
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Div -11 11-4 Updated 5/9/2011
SECTION 11.4 MECHANICAL REFRIGERATION
11.4.1 SCOPE
A. Vendor to 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 K -2 of drawings.
B The compressors shall be a complete factory assembled, air - cooled, UL approved
refrigeration units.
C. This system shall be operational in outside ambient conditions, ranging from -20 °F to
110 °F.
SECTION 11.5 EXHAUST HOODS
11.5.1 SCOPE
Exhaust hoods furnished by Owner and installed by Mechanical Contractor. Mechanical
Contractor to install Selkirk Zero Clearance grease duct per plans and manufacturers
specifications and requirements to comply with local codes and fire department requirements.
See "M" Drawings.
11.5.2 MATERIAL
A. See notes and schedule on sheet M -1.
SECTION 11.6 FIRE PROTECTION SYSTEM
1 11.6.1 SCOPE
Vendor to provide and install three liquid fire protection systems providing duct, plenum and full
cooking appliance coverage per U.L. 300. GC to coordinate install. See sheet K -3 of drawings.
11.6.2 MATERIAL
A. Fire Suppression Agent - Ansulex R -102 liquid
B. Gas Valves - Ansul approved mechanical valves — ship to GC early for gas line installation.
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. All exposed piping and nozzles to be chrome plated and /or provide with tight fitting
chrome sleeves.
C. The system protecting the Griddle Hood, shall be provided with a 1" mechanical gas valve.
D. The system protecting the Broiler Hood, shall be provided with a 3/4" mechanical gas valve.
E. As part of this contract, the fire protection company shall provide and install the following:
1. Fire extinguishers (as shown on sheet K -3) unless directed otherwise by local fire
authority.
2. Plastic pull covers for remote manual pull stations - (unless pulls are flush).
3. 2" x 5" Red labels with 1" white engraved lettering designating "Griddle ", "Fryer ", and
"Broiler ". These shall be permanently placed above each 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.
Div -11 11 -5 Updated 5/9/2011
r �
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
Owners.
SECTION 11.7 SEATING I
11.7.1 SCOPE
Vendor to provide and install the seating and the accompanying equipment as shown on the
drawings and as specified below. Item numbers listed are related to unit "K -1" schedule.
Remodels may have a different Item number but will have the same description and
specification. GC is to coordinate installation with vendor. Where LEED Project is designated on
the plans, refer to DIVISION 0 Amendment for additional requirements to seating package.
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.
11.7.3 CABINET WORK
Refer to Section 6.3.4. 1
11.7.4 EQUIPMENT
Item #90 TRASH STAND I
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 for top. Furnish trash cans w/
casters. Hinge to be piano -type, full - length. Provide angle, toe -kick shield, and casters per
details.
Item #91 CORE DRILLED TABLE BASES
Provide and install as shown on plans.
Brackets shall be built of 1 -1/2" x 1 -1/2" steel vertical tubing with 1 -1/2" x 3" steel horizontal for
model mounting as shown. Paint "Black" finish. Coordinate delivery with General Contractor.
Item #92 DINING ROOM TABLE BASES.- (When loose tables are called for on plans)
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 #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 (see detail 19 on sheet K -7).
Item #94 DINING BOOTH
Fabricate to size and shape as shown on Sheet K -7.
Furnish formed fiberglass shell in color as specified with 1/2" high- density particle board boxed
bases. Furnish upholstered back. Back pad to be constructed with 1/2" 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
Div -11 11-6 Updated 5/9/2011 i
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 returned
approx. 2" around the back. General contractor to install base tile per plans.
Item #95 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 to install base
tile per plans if noted.
Item #98 STAR TOPPERS ( metal designed screens)
Fabricate and powder coat steel screens to mount to bulkhead walls and attach to ceiling Silver
' powder coat. Design specific.
Item #100 QUE LINE RAIL
Fabricate of 1 %2" stainless steel tube with radius corner at top and mid span rail. Core drill at
each end post.
11.7.4 DROP SHIP ITEMS
The seating contractor, when accepting drop shipped merchandise, shall send delivery receipts
along with the receiving copy of Owners purchase order to HED 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 the Owner's office with notations on or with
cards as to which unit card is pertaining to.
SECTION 11.8 CARPETING (If / where shown on plans)
11.8.1 SCOPE
' A. G.C. to 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. 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
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. Run pattern straight and true and pattern shall match.
C. All seams to be tight and straight.
D. The Carpet Contractor shall, immediately after installation of carpet, cover entire carpet
' area with 6 mil visqueen, and tape all joints to protect carpet. Any damage to the carpet
after installation will be the responsibility of the General Contractor.
SECTION 11.9 WINDOW COVERINGS
11.9.1 SCOPE
Div -11 11 -7 Updated 5/9/2011
Vendor to 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. GC to
coordinate install. (See Detail 20/ K -1)
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.
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. I
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 - (Where applicable) I
A. Owner to Furnish and install all play equipment complete, including rubber matting as
indicated on Playground vendor shop drawings. The P.M. shall provide these to these shop
drawings to the G.C. to coordinate slab recess areas
B. G.C. to coordinate installations of Play apparatus and poured rubber matting. GC to furnish
and install the flat rubber flooring in remainder of play room per plans..
C. Concrete or asphalt base, concrete curbs, steel fencing, gate, lighting, flooring, etc. shall be
by General Contractor.
SECTION 11.11 OUTSIDE SEATING — (Where Applicable) I
11.11.1 SCOPE
A. Furnish and install outdoor seating- tables, bases and umbrellas as shown on plans.
Div -11 11 -8 Updated 5/9/2011
111
1. Table Tops — Rubberized coated expanded metal tops welded to rubberized coated
steel supports that bolt to steel frame.
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 — Powder coated steel support chair with steel back. Seat to be solid color
surface of 3/16" fiberglass mounted to steel chair frame. Provide (4) 1/4 x 20 threaded
tee -nuts for mounting to frame work.
4. Umbrellas - 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. GC to coordinate install with vendor.
SECTION 11.12 SALSA BAR (Where Applicable)
11.12.1 SCOPE
Vendor to Fabricate a "Self- Contained" salsa 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
Cabinet base to be manufactured of steel tube and galvanized metal. Area at bottom of cabinet
base to be open for mechanical ventilation. Exterior to be finished per plans. All construction to
meet required NSF Standards.
11.12.4 STAINLESS STEEL PAN AND COLLAR
A. Fabricate top with opening to receive drop -in self- contained refrigeration pan provided by
owner.
B. Provide S/S trivet and cup and lid holders.
11.12.5 SNEEZE GUARD
Sneeze guard to be built and installed on cabinet base as detailed on plans. Note: It is the
I 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 115V Atlas WCM —2 Cold Pan.
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Div -11 11 -9 Updated 5/9/2011
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 & details.
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- U.N.O on plans. 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
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 OWNER for their records. Before final
acceptance of the work, furnish to 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.
' Div -15 15 -1 Updated 5/9/2011
•
' I
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 OWNER, shall be relocated
without additional cost to 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 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 OWNER.
15.3.6 GUARANTEE ,
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 OWNER shall be final in
respect to imperfections. The Contractor shall furnish 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 I
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. 111 2 . Above grade use service weight hubless coated cast iron soil pipe and fittings, D.W.V.
copper or A.B.S. 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 if required, 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. 111 3. Where acceptable by state and local codes, PEX piping systems can be used.
(Identify on bid documents when bidding PEX)
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.
Div -15 15 -2 Updated 5/9/2011 1
i •
1 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 no less than 24" sweeps at turns. See "K" drawings.
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.
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 unless High Efficiency water heater is specified.
H. All condensate drains, or other equipment drains shall be type "M" copper, sizes as shown
on plans.
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.
K. PEX piping to be installed using s/s fittings and clamps using proper crimp and cutting tools
and tolerances installed per manufacturers specifications. NO PEX shall be exposed to
shall be exposed to direct sunlight.
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 fiberglass pipe insulation or Rubatex Therma -Cel
polyethylene (R= 4.0min) 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. Micro -Lok 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. Rubatex seams and
joints shall be adhered with Rubatex Contact Adhesive per manufacturers
recommendations.
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 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 "D" above.
1 15.3.11 CLEANOUTS
Div -15 15 -3 Updated 5/9/2011
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 nickle
bronze tops.
15.3.12 HANGERS AND SUPPORTS ,
A. For soil, waste and storm piping all horizontal runs shall have adjustable ring pipe hangers
with supporting rods spaced not more than 10 feet apart .
B. For water and gas piping, all horizontal runs shall have split ring pipe hangers with
supporting rods spaced not more than 10 feet apart.
C. Provide isolators at water pipe hangers.
D. All pipe 1 'h" and larger shall be supported every 10 feet by pipe hangers from top chord of
truss.
15.3.13 ACCESS PLATES/ PANELS
Provide and install access plates over all equipment built into walls, floors or ceilings for access
to valves, cleanouts, etc.
A. At tile walls: Acudor OF -5000 10" x 10" or 12" x 12" Series stainless steel flanged access
panel with bright finish with Allen key locking device on hinged doors.
B. At painted wall: SAME
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.
15.3.15 TRENCHING, EXCAVATING & BACKFILLING I
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 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 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 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 lb. asphalt saturated paper, fully bedded in the asphalt and painted
Div -15 15-4 Updated 5/9/2011 1
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 counter flashing 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.
K. Soil, waste, storm drain, gas and water piping shall not rest on chords or webs of trusses.
Pipe hangers must be used per 15.3.2.
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
111 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 or Kohler. Service basin shall be Fiat or
Floristone. Floor 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 Acorn or Woodford.
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. Floor sink lip shall be flush with finish floor tile unless required otherwise by local
jurisdictional authority. 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. 3451.128 "Madera Flo Wise" ,white
vitreous china; with Olsonite #95 elongated, white, open front, no cover seat, 3240
' stainless hinge with check; 481310 -100 bolt caps; and Sloan #WES -111 Dual flush
manual valve and screw driver angle stop bumper.
2. Water closet: WC -2 American Standard No. 3461.128 "Madera Flo Wise 16 -1/2"
Universal Height ,white vitreous china; with Olsonite No. 95 elongated, white, open
front, no cover seat, with self sustaining hinge; 481310 -100 bolt caps; and Sloan
#WES -111 dual flush manual 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" or Kohler #K -2005
"Kingston ", white vitreous china. American Standard #1340.225 Metering centerset
Div -15 15 -5 Updated 5/9/2011
•
lavatory faucet, 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. Hand Sink: L -2 (Kitchen Hand Sink) Advanced Tabco No. 7 -PS -56 (12" wide) Stainless
Steel with side splashes for spout. Provide with single hole in splash, lever drain, "P"
trap and overflow. Install owner provided Fisher #9131 Spout and
5. Urinal: UR -1 Sloan #WEUS- 1000.1001 hand flush valve (1pint flush) and screw driver
angle stop with bumper. Includes Sloan White vitreous china wall mounted 1 pint urinal,
13" width.
6. Service Basin: SB -1 Fiat MSB 2424 molded -stone 24" x 24" x 10" complete with vinyl
bumper guards with cast -in brass floor drain; Install owner provided Fisher Mfg. model
# 8261 wall double faucet with integral loose key stops, vacuum breaker and hose end
swing spout; Provide "P" trap.
7. Floor Drain: FD -1 Smith 2010 assembly with cast iron body and nickel bronze 5"
Square 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). OR Smith No. 5609QT -WH, nickel bronze, with vacuum breaker, 3/4
inch size (Regions where freezing occurs).
12. Hose Bibb: Acorn No. 8126 VB rough brass, 3/4 inch size with vacuum breaker (warm
weather areas). Smith No. 5910 VB, bronze with vacuum breaker 3 /4 inch size. Verify
depth of bury per job site condition (freezing areas where specified on drawings).
13. Ground Hydrant: J.R. Smith #5810, rough bronze box non - removable vacuum
breaker, non - freeze bronze hydrant handle, length as required. (regions where freezing
occurs).
14. Grease Interceptor: Shall be provided with two (2) manholes and sample hole (unless
noted otherwise). 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 the 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
b. When shown in traffic areas, interceptor shall be rated for traffic application and
shall be "IAMPO" approved.
15. Roof Drain with Overflow: RD -1 Tech Specialties #T -6103 - 3" A.B.S.
C. No Piping should be ran on roof. If unavoidable 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 CUSTOM 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.
1. Kitchen Equipment supplier will provide Pot and Vegetable sink faucets and lever
wastes. Plumber will be required to install the faucets provided.
2. Plumber will provide and install drains, valves, tailpieces, traps and /or indirect drains —
(copper in all locations except drink dispenser & ice machine drains where PVC is
acceptable) as required to complete the work. Each supply line to each fixture shall be
equipped with an angle stop valve located in an accessible space. All "P" traps shall
be removable.
Div -15 15-6 Updated 5/9/2011 1
•
1 3. All gas valves shall have 1 /4 turn shut offs with lever handles — able to turn without the
use of special tools.
B. Plumber to note all rough in locations as dimensioned on the plumbing rough in plan.
Critical dimensions must be kept. If for any reason there is concern about a specified
dimension it shall be brought to the attention of the Project Manager to verify.
I
15.3.19 EQUIPMENT
A. Tankless Water Heater:
Tankless Water heater shall be an Noritz Model # N -0841 MC -DV indoor, wall hung, direct
vent (sealed combustion), condensing tankless water heater, natural gas supplied. Natural
Gas input of 199,900 BTUH with thermal efficiency of 93.3% (factory tested and certified),
energy factor of 0.92. Heater has a capacity range of 0.3 to 11.1 gal /min. Gas supply
pressure of 4.0" to 10.5 ". Dimensions of unit are 24.4" (height) x 18.4" (width) x 9.4"
(depth), weight of 73 pounds. Water holding capacity of 0.5 gallons. Connection sizes:
water inlet of 3 / ", hot water outlet of 3 / ", gas inlet of 3 / ", and condensate drain of 1/2 ".
Power required: 120 VAC (60Hz), 115 W. consumption. Material: Unit casing is stainless
steel, flue collar is stainless steel and the heat exchanger is copper sheeting, copper tubing
(primary) stainless steel (secondary). Safety devices include: Flame rod, thermal fuse,
lighting protection device (ZNR), overheat prevention device, freezing prevention device,
fan rotation detector and neutralizer overfill sensor. Outlet Temperature: Adjustable from
100E to 180F. Included accessories: Remote controller, remote controller card, anchoring
screws and condensate neutralizer.
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 shall be factory set to relieve at 125 p.s.i. pressure and 110
degrees F temperature.
1 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. Thermostatic Mixing Valve (for Tempered Water): Watts #L70A, Thermostatic Mixing Valve
Assembly. Set valve at approx. 110 degrees.
D. Trap Primer: Zurn Water Saver Trap Primer # Z1021. All exposed parts to be chrome
' plated. (gravity feed — no valves) Install per manufacturers instructions.
E. 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 on main service at building where existing water pressure exceeds 90 P.S.I.
F. 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. Provide in accessible
locations.
G. Tempered Water Circulating Pump
Provide and install Chilipepper Model CP6000 in Tempered water line. Provide required
check valve and water temperature sensor for activation.
H. Time Clock Controller
Provide 7 day programmable time clock controller to turn on tempered water circulation
pump on occupied periods and turn off on unoccupied periods. Provide Honeywell
or equal time clock controller.
15.3.20 TESTS
I
Div -15 15 -7 Updated 5/9/2011
A. All tests shall be made in strict accordance with all applicable ordinances or as outline ,
below. 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 OWNER or his
representative.
15.3.21 ADJUSTING
111
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. I
15.3.22 CLEAN UP i
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. I
SECTION 15.4 FIRE SPRINKLER
(IF APPLICABLE)
15.4.1 SCOPE
G.C. to coordinate fire sprinkler and monitor system if required on plans. 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, County and Fire Dept. requirements including any
monitoring and alarm systems. Provide complete coverage of entire floor area, walk -in cooler
and freezer (dry pendant) and complete attic coverage, including all interior soffit areas.
Monthly or annual monitoring fees would not be a part of costs of this installation but would
require coordination with the Construction Project Manager to assure an agreement was made
with the restaurant operations department.
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 in clear space- keep aisle ways clear.
Fire sprinkler contractor shall immediately submit complete shop drawings for local fire
authority plan check and approvals as well as owner approval. Contractor shall include all
required fire department tests. ,
I
I
Div -15 15 -8 Updated 5/9/2011
1
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 furnishing 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 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.
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. Provide and install Main metering switchgear section.
5. Feeders for a complete power and lighting distribution system.
6. Outlet boxes, conduit, wire wiring devices, control components and accessories.
7. Conduit, wiring and connection for all line voltage electrical equipment furnished and
installed by others (see Mechanical, Refrigeration, Fire Control drawings).
8. Conduit and wire for low voltage controls. Final connections by others.
' 9. Trenching, excavating and backfilling for electrical work.
10. Additional Permit, plan check and inspection fees as required.
11. Disconnects for all fan motors.
12. Any fees or assessments required by local authorities are a part of the electrical contract.
13. Install car sensors in drive thru slab (2) each - provided by OWNER.
14. All power for site lighting, signs & menu boards as noted on plans.
15. Provide and install delivery door alarm system. (see plans & Spec Section 8)
' D. Work Not Included:
1. Public telephone wiring and instruments.
2. Connection of low voltage wiring to air conditioning controls (except as shown on plans).
' 3. Public sound system.
E. Equipment provided under other sections, but connected under this section:
1. Mechanical.
' 2. Food service equipment.
3. Signs.
I
16.2.2 REQUIREMENTS OF REGULATORY AGENCIES
I
Div -16 16 -1 Updated 5/9/2011
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
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 OWNER, shall be submitted to OWNER and a price
agreed upon, in writing: See Section 1.8 of this specification.
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 diagramatic. 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 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
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A. All materials not approved by 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.
U B. Should the Contractor refuse to remove and replace unsatisfactory materials and installation,
and restore work of other trades after having been notified by OWNER, then 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 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 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 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.
16.2.13 ELECTRIC SERVICE
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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 OWNER shall be included in this contract.
B. The Contractor shall give 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
theft, 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 OWNER.
16.2.15 MATERIALS
A. Main Metering and Distribution Switchgear:
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
111
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 1B" 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. Motor, Controls Equipment - (when called for by Electrical Contractor on Plans
NOTE: When MDP Panel is specified on plans- This item is provided by OWNER &
installed by EC. It is a pre -wired packaged system that includes electrical panels,
motor control systems. Information below is for non - prepackaged systems.
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 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.
Div -16 16-4 Updated 5/9/2011 1
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' 2. All motor starters, if 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.
C. 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
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.
f. BX, MC or armored cable is not permitted except for light whips.
g. Plastic flex conduit is not permitted.
h. Seal -Tite is to be used in any exposed areas.
1 2. Conduit Installation
a. Conduit routing indicated on the drawings is diagramatic 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.
' Div -16 16 -5 Updated 5/9/2011
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.
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.
g. Where conduit penetrates any refrigerated areas or boxes, conduit shall be sealed
inside and outside to prevent condensation transference.
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 scullary 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
1. A lighting fixture shall be installed at all lighting outlets. All light fixtures and lamps to
be provided by owner unless noted otherwise on plans. 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
Div -16 16 -6 Updated 5/9/2011 1
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. (See Reflected Clg. Plan.)
4. Where specified on plans and Contractor is to provide fixtures, 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 light 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.
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.
' 2. In all areas, including ceiling, device plates shall be satin stainless steel, Sierra "S" line
unless indicated otherwise.
3. Where two or more devices are installed at the same location, gang plates shall be used.
1 Div -16 16 -7 Updated 5/9/2011
4. Install all satin stainless steel cover plates with 1 -1/2" dia. Hole and grommet on all data
boxes PRIOR to electronics vendor arrival for their installation.
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 including ceiling, except where isolated ground
(orange) receptacles are called for.
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.
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 less 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
Div -16 16 -8 Updated 5/9/2011
All materials and equipment shall be as specified herein or as indicated on the drawings.
Substitutions may not be made without written approval of 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 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 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
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 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
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 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
'
Div -16 16 -9 Updated 5/9/2011
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The contractor shall be responsible for receiving decorative fixtures furnished by others, and
installing same under this contract.
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