STANDARD TECHNICAL DESIGN SPECIFICATIONS

STANDARD TECHNICAL DESIGN SPECIFICATIONS MAIN BRACH LIBRARY RENOVATIONS FOR A COFFEE SHOP TABLE OF CONTENTS DIVISION 0 – BIDDING REQUIREMENTS DIVISION 1 – GENERAL REQUIREMENTS

01010 – SUMMARY OF THE WORK 01230 – ADDITIVE ALTERNATES

DIVISION 2 - SITEWORK

02050 – DEMOLITION 02517 – CONCRETE PAVERS

DIVISION 4 - MASONRY

04300 - UNIT MASONRY SYSTEM DIVISION 5 - METALS DIVISION 6 – WOOD AND PLASTICS 06400 – ARCHITECTURAL WOODWORK DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07900 - JOINT SEALANTS

DIVISION 8 - DOORS AND WINDOWS

084113 – ALUMINUM FRAMED ENTRANCES 08911 – ALUMINUM CURTAINWALL

DIVISION 9 - FINISHES

09300 – CERAMIC TILE 09900 – PAINTING

DIVISION 10 - SPECIALTIES DIVISION 11 - EQUIPMENT

11400 – FOOD SERVICE EQUIPMENT

SUMMARY OF THE WORK 01010 - 1

DIVISION 1 SECTION: 01010 GENERAL REQUIREMENTS SUMMARY OF THE WORK PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Section, apply to this Section. PROJECT DESCRIPTION This project is for the addition of a coffee shop inside of the existing Downtown Library at 239 North Spring Street in Pensacola, Florida. Interior work includes demolition, millwork, utility infrastructures and architectural finishes, mechanical, plumbing and electrical systems. The work includes two additive alternates 1) for limited site work and paver systems installation and 2) for an aluminum storefront entry. All work shall be as shown on the Contract Documents prepared by Sam Marshall Architects. CONTRACTOR USE OF PREMISES General: During the construction period the contractor shall have limited use of the premises for construction operations. The library will continue to operate during the construction period and the General Contractor will coordinate his efforts with library staff. The Contractor shall confine operations to areas within Contract limits indicated and designated access. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed, nor used for parking of vehicles of the contractor and workmen or for storage of materials and equipment. OWNER FURNISHED EQUIPMENT General: All food service equipment shown on drawings shall be owner supplied. The general contractor is to coordinate and cooperate with owner’s food service supplier and installer. END OF SECTION

01230 ALTERNATES - 1

SECTION 01230 - ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for alternates.

1.2 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections and Sheet numbers referenced in the schedule of Alternates contain requirements for materials necessary to achieve the work described under each alternate. Coordinate each alternate with the complete project as with the base bid.

01230 ALTERNATES - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ADDITIVE ALTERNATES

1. Construct the paved courtyard area including pavers and sitting wall as shown and de-

scribed on sheet A-1.1. Base bid includes a sidewalk to the door described below in alter-nate 2.

2. Modify a section of existing Aluminum Strorefront window and install an Aluminum

Storefront entry door as shown on Sheet A 1.1 and sheet A-1.2.

END OF SECTION

DEMOLITION 02050 - 1

DIVISION 2 SECTION: 02050 SITEWORK DEMOLITION PART 1 GENERAL 1.01 RELATED DOCUMENTS

Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specifications Sections, apply to this section.

1.02 SCOPE

A. GENERAL 1. This section includes all materials, labor, equipment and related

services required to complete all demolition operations as indicated and/or specified.

2. Demolition includes certain interior & exterior demolition within the

existing building and the removal and disposal of demolished materials, as shown on the drawings and herein specified.

B. INTERIOR DEMOLITION

Remove finishes, windows, frames, plumbing, mechanical and electrical provision indicated for removal in the drawings.

F. JOB CONDITIONS

1. Condition of Structure: Neither the Owner nor the Architect assumes responsibility for the actual condition of construction to be demolished.

2. Existing Structure: The Contractor shall thoroughly review all

drawings and shall visit the site to acquaint himself with all conditions relevant to the demolition work, including the general conditions of the features that are to remain and of those to be demolished.

3. Partial Removal: Remove only the construction finishes or items

indicated or specified. Materials removed and not specified, indicated or directed by the Architect to be salvaged for the Owner or restoration shall become the property of the contractor and shall be transported from the site as they are removed. Storage or sale of removed items will not be permitted on the site.

4. Traffic: Conduct demolition operations and the removal of debris to

ensure minimum interference with roads, streets, walks and occupied areas.


5. Protections:

(a) Ensure the safe passage of persons around the area of demolition. Conduct operations to prevent injury or discomfort caused by dust.

(b) Provide protection for the public & work force. Provide warning lights, signs, barricades, safety rails and other protective devices as required to assure safety.

(c) Demolition shall be performed in a manner, which will create an absolute minimum amount of vibration and eccentric loads to the structure to remain.

(d) Exercise all precautions to protect and prevent from damage all features and portions of the building to remain.

(e) Provide interior and exterior shoring, bracing, or support to prevent movement or settlement or collapse of structure to remain.

(f) Protect existing finished surfaces to remain. (g) The designated areas in the unrenovated portion of the

building will remain occupied during construction. Contractor’s work shall not disturb utilities or access to the existing occupied buildings.

6. Damages: Promptly repair damages caused to adjacent facilities or

the building to remain by demolition operations at no cost to the Owner.

7. Dumping Site: Contractor shall arrange for a legal dumping site and

shall assume any costs or fees for use of the dumping site. PART 2 DEMOLITION 2.01 1. Pollution Controls

Use temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level.

Comply with governing regulations pertaining to environmental protection.

Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations, as directed by the Architect or governing authorities. Return adjacent areas to condition existing prior to the start of the work.

2. Interior Demolition

(a) Remove portions of the building in a systematic manner. (b) Exercise all precautions to prevent damage to areas to remain.


(c) Neatly cut materials to be removed from areas to remain. (d) Drain all piping prior to cutting to avoid water spillage. (e) All demolition work shall be done under the supervision of a

competent foreman. (f) Do not remove any load bearing walls or columns without taking

suitable measures to transfer loads down to foundations. (g) Flame Cutting Devices: Strictly follow N.F.P.A. Code and notify the

City Fire Department when flame-cutting devices are to be used.

3. Matching and Patching: Consists of, but is not necessarily limited to, the following:

(a) Where items are removed from existing walls, ceilings, floors or

partitions to remain, match and patch repair wall, ceiling, floor or partition disturbed by removal.

(b) Where walls, ceilings, floors or partitions are removed, match and patch repair abutting walls, ceiling or floors disturbed by removal.

(c) Where existing construction is cut or otherwise disturbed to permit installation of new work, match and patch existing construction so disturbed.

(d) Use methods and materials, which are similar in appearance, and equal in quality, to those areas or surfaces being repaired. Methods, materials and finished work are subject to approval of Architect. Remove areas, surfaces or items, which cannot be satisfactorily matched and patched. Replace with new work at no additional expense to Owner.

4. Disposal of Demolished Materials: General - Remove from the building and

site debris, rubbish, and other materials resulting from demolition operations and dispose of same legally. Burning of removed materials from demolished structures will not be permitted on the site.

5. Clean-up: Vacuum or wipe clean all floors, walls and ceiling in the building.

END OF SECTION

CONCRETE PAVERS 02517

DIVISION 2 SECTION: 02517 SITEWORK CONCRETE PAVERS

PART 1 –GENERAL 1.01 SUMMARY

The concrete pavers paving work under this section shall include, but is not limited to, the furnishing of all labor, materials, equipment, services for installation of all concrete paving, sand/asphalt setting bed, and concrete / or stone base. The General Conditions and General Requirements apply to the work specified in this section.

1.02 SUBMITTALS A. Submit color charts and manufacturer’s product information

B. Submit paver samples and sand screen sample for review and approval by the Architect and Engineer.

C. Contractor to install a 6' x 6' sample panel for review and approval by Architect and

Engineer. PART 2 - PRODUCTS 2.01 Concrete Paver. Paver shall be of standard size, 2 " x 12" x 12" Plazastone pavers by Block

USA or approved equal. Substitutes will require prior approval of the Architect. 2.02. Setting Bed. Fine Aggregate: Mortar sand shall meet the requirements of AASHTO M45. 2.03. Joint Filler. Sand, meeting ASTM C33. PART 3 EXECUTION 3.01. Subgrade. The subgrade shall be prepared in accordance with the approval of the Architect.

Should the subgrade be disturbed after completion, it shall be reshaped and compacted prior to placing the concrete base.

3.02 Paver Finish; Butt Joints. Paver shall be laid on the leveling bed to the patterns shown in the

drawings approved by the Engineer, using hand tight joints and shall be free from all movement and settlement. After the pavers are laid, broom dry sand into all joints to form a tight surface. Leave excessive sand in place and tamp the surface with a hand tamper. Then cover the paver surface with sand mix and tamp again. Sweep any excess sand off the surface. Clean up excessive sand spread for filling joints. No damaged or chipped paver shall be incorporated in the pavement.

3.03. Cut Pavers. Where brick work results in installation of less than full size units, bricks shall be neatly saw-cut to the required dimensions.

3.04 EXTRA STOCK 50 Paver Units - incidental to base bid.

END OF SECTION

UNIT MASONRY SYSTEM 04300 - 1

DIVISION 4 SECTION: 04300 MASONRY UNIT MASONRY SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Concrete masonry 1.2 SUBMITTALS A. Samples: Submit four samples of each stacked block unit to illustrate color, texture and

extremes of color range. 1.3 QUALITY ASSURANCE A. Perform Work in accordance with ACI 530 and ACI 530.1. 1.4 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements: IMIAC - Recommended Practices and Guide Specifications

for Cold Weather Masonry Construction. B. Hot Weather Requirements: IMIAC - Recommended Practices and Guide Specifications

for Hot Weather Masonry Construction. PART 2 PRODUCTS 2.1 CONCRETE MASONRY UNITS A. Manufacturers: 1. Anchor B. Freestanding stacked wall units C. Size and Shape: Nominal modular size of 6"x18"x9" and 3” x18” x 9”. Caps are 3” x18”

x13” 2.5 ACCESSORIES

A. Grout : Portland cement Thinset tile grout

UNIT MASONRY SYSTEM 04300 - 2

PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION

A. Follow manufacturers installation recommendations. B. Verify that field conditions are acceptable and are ready to receive Work. C. Compact fill below grade to 95% standard proctor prior to placement

3.2 COURSING A. Maintain random pattern of various heights. B. Concrete Masonry Units: 1. Bond: Random. 3. Mortar Joints: None. 3.3 PLACING AND BONDING A. Lay units back to back to create a finished edge on all sides. B. Install caps with a full bed of Portland cement thin set tile grout . 3.4 TOLERANCES A. Maximum Variation from Level Coursing: 1/8 inch in 3 ft, non-cumulative. 3.5 CUTTING AND FITTING A. Cut and fit for pipes, sleeves, etc. Coordinate with other sections of work to provide

correct size, shape, and location. 3.6 CLEANING A. Clean soiled surfaces with a solution of Brick Kleenser or Vanatrol & water. END OF SECTION

ARCHITECTURAL WOODWORK 06400 - 1

SECTION 06400 - ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.01 SUMMARY A. Provide shop-fabricated exposed woodwork and casework: 1. Plastic laminate casework and countertops as indicated. 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, and product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable

manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers with minimum five years experience. Deliver, handle, and store materials in accordance with manufacturer's instructions.

PART 2 - PRODUCTS 2.01 MATERIALS A. Quality standard for fabrication and products: Architectural Woodwork Institute Quality

Standards, Custom grade unless noted otherwise. B. Plastic laminate: NEMA LD-3, glued-on melamine paper is not allowed. Panel surfaces

scheduled to receive plastic laminate shall also receive laminate, liner, or backer on the reverse face. Panels with unbalanced or unfinished faces will not be accepted regardless of location.

C. Base cabinets and wall cabinets: 1. Reveal overlay construction: Minimum Grade M-2 medium-density

particleboard substrate, ANSI A 208.1, ¾” thickness unless specified otherwise: a) Sink cabinet bodies shall have water-resistant plywood substrate. b) Wall cabinets shall have a clear inside depth of 12 inches. c) Drawer boxes shall be of minimum ½” wood construction including

drawer bottom, separate front panel attached to drawer box, no staples allowed.

d) Paper storage drawers shall be fitted with full width hood at back. e) Large flat file drawer boxes shall have laminate clad plywood bottoms.

2. Exposed surfaces: High-pressure decorative laminate as follows: a) Horizontal surfaces other than tops: GP-50. b) Vertical surfaces: GP-28.


c) Body edges: 0.5 mm PVC, color matched. d) Door/drawer edges: 3 mm PVC tape, machine applied, all four edges.

3. Semi-exposed surfaces: a) Surfaces other than drawer bodies: High-pressure decorative laminate,

Grade CL-20. b) Drawer bottoms, sides, and backs: Thermally-fused melamine, color

white. 4. Countertops: Countertops shall be built in lengths that will facilitate ease of

replacement. Provide mechanical fasteners at splines and joints. Joint shall not be located over open space without support. Joints shall not be located closer than 24 inches either side of sink cutouts. Unsupported spans shall not exceed 48” without support bracket. Exposed corners shall have rounded corners for student safety. Radius for exposed corners is indicated on drawings. a) Core: Plywood, provide with backer sheet for balanced construction,

water-resistant plywood shall be used where a sink is installed. b) Laminate: GP-50. c) Edge: 1” minimum, 3-mm PVC, machine applied. d) Backsplash: ¾” x 4”, butted to countertop.

5. Adjustable shelving: ¾” thick up to 36 inches in length, 1” thick over 36 inches in length; 32 mm in-line boring; double-pin reinforced clear plastic shelf supports with anti-tip locking tabs to restrain shelves.

a) Edge: 0.5 mm PVC, color matched, all four edges.

D. Hardware: Steel or brass with satin-chromium plate finish. Comply with BHMA A156.9 for items indicated by referencing BHMA numbers. 1. Drawer slides: BHMA B05091; zinc-plated, ball bearing side-mount full-

extension, minimum 100-lbf rating; provide 150-lbf rating at file drawers. 2. Hinges: BHMA B01521; 2-3/4” x .095” semi-concealed, 5-knuckle. 3. Catches: BHMA B03091; heavy duty, metal spring-loaded, single-roller catch

with molded plastic bumper. 4. Pulls: BHMA B02011; 4” back-mounted steel or brass wire pulls. 5. Locks: BHMA E07261; cam lock, key removable in locked and unlocked

positions, all locks shall be keyed alike. 6. L-brackets: Powder coated 1/8” steel, 3”x3” 45-degree notch at wall for cable

routing through bracket, A&M Hardware, Inc. or approved equal. 7. Grommets: 2” diameter molded black plastic countertop grommet with opening

for wire/cable passage and matching removable plastic cap; provide one grommet at each open knee space.

PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with AWI quality standards. Comply with details shown for profile and

construction features. 1. Casework: AWI Custom grade, laminate covered reveal overlay construction,

institutional hardware quality level.


2. Countertops: AWI Premium grade, butted backsplash and machine applied PVC edge at front lip.

B. Do not deliver or install architectural woodwork and casework until building is enclosed,

wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at design occupancy levels during the remainder of the construction period.

C. Where architectural woodwork and casework is indicated to fit to other construction,

verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

D. Install work plumb, level, true and straight, scribe to fit. Align and secure all adjoining

cabinets to each other, and to wall construction. Anchor securely with concealed fasteners.

E. Seal all joints between countertops, backsplashes, and walls with clear acrylic caulk. F. Repair or replace damaged work, clean, lubricate and adjust hardware; protect work until

final acceptance. END OF SECTION 06400

07900-1

SECTION 07900 - JOINT SEALERS PART 1 - GENERAL 1.01 SUMMARY

A. Provide sealants at intersection of building components. 1.02 SUBMITTALS

A. Submit for approval samples, product data. 1.03 QUALITY ASSURANCE

A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

PART 2 - PRODUCTS 2.01 MATERIALS

A. Joints designed for expansion and movement conditions at site:

1. Exterior joints on vertical surfaces: Non-sag polyurethane; Pecora Dymonic or Tremco Dymeric or approved equal.

2. Ceramic tile, toilet fixture joints: Silicone rubber; Tremco Proglaze or Dow 786 or approved equal.

3. Interior joints, joints at mirrors: Acrylic latex; Tremco Acrylic Latex or approved equal.

4. Seam sealant for small metal to metal joints; Tremco Seam Sealer or approved equal.

5. Precompressed expanding foam secondary sealant; Emseal Greyflex or approved equal.

6. Primers, bond breakers, and backer rods compatible with sealant and adjacent surfaces.

7. Fire-retardant sealant; refer to Division 7 Section “Firestopping”.

PART 3 - EXECUTION

3.01 INSTALLATION A. Examine substrate; report unsatisfactory conditions in writing. Beginning work

means acceptance of substrates. B. Provide sealants in colors as selected from manufacturer's standards. Sealants

shall match adjacent surfaces unless otherwise specified.

07900-2

C. Install materials and systems in accordance with manufacturer's instructions and

approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. Clean and prime joints, and install bond breakers, backer rods and sealant as recommended by manufacturers.

D. Depth shall equal width up to 1/2" wide; depth shall equal 1/2 width for joints

over 1/2" wide, except fill joints completely with fire-retardant products. E. Cure and protect sealants as directed by manufacturers. Replace or restore

damaged sealants. Clean adjacent surfaces to remove spillage.

END OF SECTION

SECTION 084113 - ALUMINUM-FRAMED ENTRANCES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes Kawneer Aluminum Entrances, glass and glazing, and door hardware and components. 1. Types of Kawneer Aluminum Entrances include:

a. 350IR Swing Door; Medium stile, 3-1/2" (89 mm) vertical face dimension, 1-3/4" (44.5) mm depth, high traffic applications.

B. Related Sections: 1. Division 079200 “Joint Sealants” for joint sealants installed as part of the aluminum sliding door system 2. Division 084413 "Glazed Aluminum Curtain Walls"

1.3 DEFINITIONS

A. Definitions: For fenestration industry standard terminology and definitions refer to American Architectural Manufactures Association (AAMA) – AAMA Glossary (AAMA AG).

1.4 PERFORMANCE REQUIREMENTS

A. General Performance: Aluminum-framed storefront system shall withstand the effects of the following performance requirements without exceeding performance criteria or failure due to defective manufacture, fabrication, installation, or other defects in construction: 1. Design Wind Loads: Determine design wind loads applicable to the Project from basic wind speed indicated in

miles per hour, according to ASCE 7, Section 6.5, "Method 2-Analytical Procedure," based on mean roof heights above grade indicated on Drawings. a. Basic Wind Speed (MPH): (140) b. Importance Factor (I, II, III): ( I ) c. Exposure Category (A, B, C, D): ( B )

B. Aluminum Framed Entrance Performance Requirements: 1. Wind loads: Provide storefront system; include anchorage, capable of withstanding wind load design pressures of

(33) lbs./sq. ft. inward and ( 35 ) lbs./sq. ft. outward. The design pressures are based on the (FL) Building Code; (2007) Edition.

2. Air Infiltration: For single acting offset pivot or butt hung entrances in the closed and locked position, the test specimen shall be tested in accordance with ASTM E 283 at a pressure differential of 6.24 psf (300 Pa) for single doors and 1.567 psf for pairs of doors. A single 3'0" x 7'0" (915 mm x 2134 mm) entrance door and frame shall not exceed 0.50 cfm per square foot. A pair of 6'0" x 7'0" (1830 mm x 2134mm) entrance doors and frame shall not exceed 1.0 cfm per square foot.

3. Structural Performance: Corner strength shall be tested per the Kawneer dual moment load test procedure and certified by an independent testing laboratory to ensure weld compliance and corner integrity [Testing procedure and certified test results available upon request].

4. Uniform Load: A static air design load of 85 psf (4070 Pa), (65 psf (3113 Pa) for laminated infill) shall be applied in the positive and negative direction in accordance with Florida Building Code TAS202 and ASTM E 330. There shall be no deflection in excess of L/180 of the span of any framing member. At a structural test load equal to 1.5 times the specified design load, no glass breakage shall occur.

5. Hurricane Resistance: Large Missile, tested in accordance with Florida Building Code TAS201, TAS203 & ASTME 1886/E1996 at a door opening of 8'-0" x 8'-0" (2439 x 2439).

6. Forced Entry: Tested in accordance with SFBC 3603.2 (b) (5).

1.5 SUBMITTALS

A. Product Data: Include construction details, material descriptions, and fabrication methods, dimensions of individual components and profiles, hardware, finishes, and installation instructions for each type of aluminum-framed entrance door indicated.

B. Shop Drawings: Include plans, elevations, sections, details, hardware, and attachments to other work, operational clearances and installation details.

C. Samples for Initial Selection: For units with factory-applied color finishes including samples of hardware and accessories involving color selection.

D. Samples for Verification: For sliding aluminum-framed glass door and components required. E. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency for each

type, class, grade, and size of aluminum-framed entrance doors. Test results based on use of downsized test units will not be accepted.

F. Warranty: Special warranty specified in this Section. G. Fabrication Sample: Of each vertical-to-horizontal intersection of aluminum-framed systems, made from 12” (300

mm) lengths of full-size components and showing details of the following: 1. Joinery, including welds. 2. Anchorage. 3. Expansion provisions. 4. Glazing.

H. Other Action Submittals: 1. Entrance Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and

assembly of entrance door hardware, as well as procedures and diagrams. Coordinate final entrance door hardware schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of entrance door hardware.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: An installer which has had successful experience with installation of the same or similar units required for the project and other projects of similar size and scope.

B. Manufacturer Qualifications: A manufacturer capable of fabricating aluminum-framed entrance doors and storefronts that meet or exceed performance requirements indicated and of documenting this performance by inclusion of test reports, and calculations.

C. Source Limitations: Obtain sliding aluminum-framed glass door through one source from a single manufacturer. D. Product Options: Drawings indicate size, profiles, and dimensional requirements of aluminum-framed glass entrance

doors and are based on the specific system indicated. Refer to Division 01 Section "Product Requirements." Do not modify size and dimensional requirements. 1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If

modifications are proposed, submit comprehensive explanatory data to Architect for review. E. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and

set quality standards for materials and execution. 1. Build mockup for type(s) of swing entrance door(s) indicated, in location(s) shown on Drawings.

F. Pre-installation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination."

1.7 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of sliding aluminum-framed glass door openings by field measurements before fabrication and indicate field measurements on Shop Drawings.

1.8 WARRANTY

A. Manufacturer’s Warranty: Submit, for Owner’s acceptance, manufacturer’s standard warranty.

1. Warranty Period: Two (2) years from Date of Substantial Completion of the project provided however that the Limited Warranty shall begin in no event later than six months from date of shipment by manufacturer’s products.

1.9 MANUFACTURERS

A. Basis-of-Design Product: 1. Kawneer Company Inc. 2. The door stile and rail face dimensions of the 350IR entrance door will be as follows

Door Vertical Stile Top Rail Bottom Rail 350 3-1/2" (89 mm) 3-1/2" (89 mm) 6-1/2" (166 mm)

3. Major portions of the door members to be 0.125" (4) nominal in thickness and glazing molding to be 0.05" (1.5) thick

4. Glazing gaskets shall be either EPDM elastomeric extrusions or a thermoplastic elastomer. 5. Structural silicone sealant to be Dow Corning 983, 995 or Tremco Proglaze SSG.

B. Because we are matching existing conditions no substitutions are permitted.

C. Substitutions: Refer to Substitutions Section for procedures and submission requirements 1. Pre-Contract (Bidding Period) Substitutions: Submit written requests ten (10) days prior to bid date. 2. Post-Contract (Construction Period) Substitutions: Submit written request in order to avoid storefront installation

and construction delays. 3. Product Literature and Drawings: Submit product literature and drawings modified to suit specific project

requirements and job conditions. 4. Certificates: Submit certificate(s) certifying substitute manufacturer (1) attesting to adherence to specification

requirements for storefront system performance criteria, and (2) has been engaged in the design, manufacturer and fabrication of aluminum storefront for a period of not less than ten (10) years. (Company Name)

5. Test Reports: Submit test reports verifying compliance with each test requirement required by the project. 6. Samples: Provide samples of typical product sections and finish samples in manufacturer's standard sizes.

D. Substitution Acceptance: Acceptance will be in written form, either as an addendum or modification, and documented by a formal change order signed by the Owner and Contractor.

1.10 MATERIALS

A. Aluminum Extrusions: Alloy and temper recommended by sliding aluminum-framed glass door manufacturer for strength, corrosion resistance, and application of required finish and not less than 0.090” wall thickness at any location for the main frame and sash members.

B. Fasteners: Aluminum, nonmagnetic stainless steel or other materials to be non-corrosive and compatible with sliding aluminum-framed glass door members, trim hardware, anchors, and other components.

C. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated.

D. Reinforcing Members: Aluminum, nonmagnetic stainless steel, or nickel/chrome-plated steel complying with ASTM B 456 for Type SC 3 severe service conditions, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated. 1. Weather Seals: Provide weather stripping with integral barrier fin or fins of semi-rigid, polypropylene sheet or

polypropylene-coated material. Comply with AAMA 701/702.

1.11 STOREFRONT FRAMING SYSTEM

A. Storefront Entrance Framing (IR 500/501). B. Non-Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous

shims for aligning system components. C. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding fasteners and

accessories compatible with adjacent materials. Where exposes shall be stainless steel. D. Perimeter Anchors: When steel anchors are used, provide insulation between steel material and aluminum material to

prevent galvanic action

E. Packing, Shipping, Handling and Unloading: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact.

F. Storage and Protection: Store materials protected from exposure to harmful weather conditions. Handle storefront material and components to avoid damage. Protect storefront material against damage from elements, construction activities, and other hazards before, during and after storefront installation.

1.12 GLAZING

A. Glazing: As specified in Division 08 Section "Glazing." B. Glass:

1. 9/16" laminated infill with .090" (3) PVB interlayer. C. Glazing Gaskets: Manufacturer's standard compression types; replaceable, extruded EPDM rubber. D. Spacers and Setting Blocks: Manufacturer's standard elastomeric type. E. Bond-Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not

develop adhesion.

1.13 HARDWARE

A. General: Provide manufacturer's standard hardware fabricated from aluminum, stainless steel, or other corrosion-resistant material compatible with aluminum; designed to smoothly operate, tightly close, and securely aluminum-framed entrance doors.

B. Standard Hardware: 1. Weatherstripping:

a. Meeting stiles on pairs of doors shall be equipped with an adjustable astragal utilizing wool pile with polymeric fin.

b. The door weathering on a single acting offset pivot or butt hung door and frame (single or pairs) shall be Kawneer Sealair® weathering. This is comprised of a thermoplastic elastomer weathering on a tubular shape with a semi-rigid polymeric backing.

2. Sill Sweep Strips: EPDM blade gasket sweep strip in an aluminum extrusion applied to the interior exposed surface of the bottom rail with concealed fasteners (Necessary to meet specified performance tests).

3. Threshold: Extruded aluminum, one piece per door opening, with ribbed surface. 4. Butt Hinge: [top and bottom butt hinges NRP]. 5. Push/Pull: [Kawneer C09/C09 BTB] style. 6. Exit Device: Kawneer 1686 Concealed Rod Exit Device, Paneline® 7. Security Lock/Dead Lock: MS 1850A lock with 3-point active stile locking 8. Cylinder(s)/Thumb turn: Kawneer standard. 9. Cylinder Guard: Kawneer standard. 10. Door Closer Surface 1461 Rw/PA AL TBSRT LCN ( Note closer to be provided by GC)

1.14 FABRICATION

A. Fabricate aluminum-framed glass entrance doors in sizes indicated. Include a complete system for assembling components and anchoring doors.

B. Fabricate aluminum-framed glass doors that are re-glazable without dismantling perimeter framing. 1. Door corner construction shall consist of mechanical clip fastening, SIGMA deep penetration plug welds and 1-

1/8" (29 mm) long fillet welds inside and outside of all four corners. Glazing stops shall be hook-in type with EPDM glazing gaskets reinforced with non-stretchable cord.

2. Accurately fit and secure joints and corners. Make joints hairline in appearance. 3. Prepare components with internal reinforcement for door hardware. 4. Arrange fasteners and attachments to conceal from view.

C. Weather Stripping: Provide weather stripping locked into extruded grooves in door panels or frames as indicated on manufactures drawings and details.

1.15 FINISHES, GENERAL

A. Comply with AAMA-AFPA "Anodic Finishes/Painted Aluminum" for recommendations for applying and designating finishes.

B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

1.16 ALUMINUM FINISHES

A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes.

B. Factory Finishing: 1. Kawneer Permanodic® AA-M10C22A41, AAMA 611, Architectural Class I Clear Anodic Coating.

PART 2 - EXECUTION

2.1 EXAMINATION

A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of sill plate and operational clearances. Examine wall flashings, vapor retarders, water and weather barriers, and other built-in components to ensure a coordinated, weather tight sliding door installation. 1. Masonry Surfaces: Visibly dry and free of excess mortar, sand, and other construction debris. 2. Wood Frame Walls: Dry, clean, sound, well nailed, free of voids, and without offsets at joints. Ensure that nail

heads are driven flush with surfaces in opening and within 3 inches (76 mm) of opening. 3. Metal Surfaces: Dry; clean; free of grease, oil, dirt, rust, corrosion, and welding slag; without sharp edges or

offsets at joints. 4. Proceed with installation only after unsatisfactory conditions have been corrected.

2.2 INSTALLATION

A. Comply with Drawings, Shop Drawings, and manufacturer's written instructions for installing aluminum swing entrance doors, hardware, accessories, and other components.

B. Install aluminum swing entrance doors level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction.

C. Set sill threshold in bed of sealant, as indicated, for weather tight construction. D. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact

with other materials.

2.3 FIELD QUALITY CONTROL

A. Manufacturer's Field Services: Upon Owner’s written request, provide periodic site visit by manufacturer’s field service representative.

2.4 ADJUSTING, CLEANING, AND PROTECTION

A. Clean aluminum surfaces immediately after installing aluminum framed storefronts. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances.

B. Clean glass immediately after installation. Comply with glass manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces.

C. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period.

END OF SECTION 084113

ALUMINUM CURTAINWALL 08911 - 1

DIVISION 8 SECTION: 08911 DOORS & WINDOWS ALUMINUM CURTAINWALL

PART 1 – GENERAL

1.01 Summary A. Section Includes: Architectural Aluminum Curtain Wall Systems, including perimeter

trims, stools, accessories, shims and anchors, and perimeter sealing of curtain wall framing.

1. Types of Aluminum Curtain Wall include:

a. Outside glazed pressure plate format, 2 ½” wide x appropriate depth required to conform to specified Design Pressure

B. Related Sections:

1. Section 08410 – Aluminum Entrances and Storefronts 2. Section 08800 – Glass & Glazing 1-5/16" (33.4) insulated laminated infill with .090

PVB (See Section 08800 for complete glass specification)

Reference standards from the following organizations are included in this specification.

The standards are available on the organization’s websites. Aluminum Association http: www.aluminum.org American Architectural Manufacturers Association: www.aamanet.org American National Standards Institute: www.ansi.org American Society of Civil Engineers: www.asce.org ASTM International: www.astm.org Consumer Products Safety Commission: www.cpsc.gov. Glass Association of North America: www.glasswebsite.com

1.03 System Description A. Curtain Wall System Performance Requirements:

1. Air Infiltration: The test specimen shall be tested in accordance with ASTM E 283. Air infiltration rate shall not exceed 0.06 cfm/ft2 at a static air pressure differential of 6.24 psf. 2. Water Resistance, (static): The test specimen shall be tested in accordance with ASTM

E 331. There shall be no leakage at a static air pressure differential of 13 psf as defined in AAMA 501.

3. Uniform Load: A static air design load of 65 psf shall be applied in the positive and negative direction in accordance with ASTM E 330. There shall be no deflection in excess of L/175 of the span of any framing member at design load. At structural test


load equal to 1.5 times the specified design load, no glass breakage or permanent set in the framing members in excess of 0.2% of their clear spans shall occur

4. ASTM E-1886-02 Standard for Testing Windows and Doors for Cyclic Wind Pressures 5. ASTM E 1996-02 Standards for Testing Windows and Doors for Windborne Debris (Large Missile and Small Missile).

1.04 Submittals A. General: Prepare, review, approve, and submit specified submittals in accordance with

“Conditions of the Contract” and Division 1 Submittals Sections. Product data, shop drawings,

samples, and similar submittals are defined in “Conditions of the Contract.” B Quality Assurance/Control Submittals:

1. Test Reports: Submit certified test reports showing compliance with specified performance characteristics.

2. Provide structural calculations by a Structural engineer licensed by the state of Florida demonstrating structural compatibility with project requirements. Calculations to be based on approved shop drawings.

1.05 Warranty A. Project Warranty: Refer to “Conditions of the Contract” for project warranty

provisions. B. Manufacturer’s Product Warranty: Submit, for Owner’s acceptance, manufacturer’s

warranty for curtain wall system as follows: 1. Warranty Period: Two (2) years from Date of Substantial Completion of the project

provided however that the Limited Warranty shall begin in no event later than six months from date of shipment by Kawneer.

1.06 Quality Assurance A. Qualifications:

1. Installer Qualifications: Installer experienced (as determined by Architect) to perform work of this section who has specialized in the installation of work similar to that required for this project and who is acceptable to product manufacturer.

2. Manufacturer Qualifications: Manufacturer capable of providing field service representation during construction, approving acceptable installer and approving application method.

B. Pre-Installation Meetings: Conduct pre-installation meeting to verify project requirements, substrate conditions, manufacturer’s installation instructions, and manufacturer’s warranty requirements.

1.07 Delivery, Storage, and Handling A. Ordering: Comply with manufacturer's ordering instructions and lead time

requirements to avoid construction delays. B. Packing, Shipping, Handling, and Unloading: Deliver materials in manufacturer's

original, unopened, undamaged containers with identification labels intact.


C. Storage and Protection: Store materials protected from exposure to harmful weather conditions. Handle storefront material and components to avoid damage. Protect curtainwall material against damage from elements, construction activities, and other hazards prior to curtainwall installation.

PART 2 – PRODUCTS

2.01 Manufacturers (Acceptable Manufacturers/Products) A. Acceptable Manufacturers:

1. Kawneer Company, Inc. 555 Guthridge Court, Technology Park/Atlanta, Norcross, GA 30092

a. Telephone: 770 449 5555 b. Fax: 770 734 1560

2. System(s): Kawneer Aluminum Curtain Wall a. Series: 1600 IR Wall System

b. Finish/Color: (See 2.06 Finishes) 3. Because we are matching existing conditions, no substitutions are permitted.

2.02 Materials A. Aluminum (Curtain Wall and Components):

1. Material Standard: Extruded Aluminum, ASTM B 221, 6063-T5 or 6063-T6 alloy and temper.

2. Member Wall Thickness: Each framing member shall have a wall thickness sufficient to meet the specified structural requirements.

3. Tolerances: Reference to tolerances for wall thickness and other cross-sectional dimensions of curtain wall members are nominal and in compliance with AA Aluminum Standards and Data.

2.03 Accessories A. Fasteners: Where exposed, shall be Stainless Steel. B. Gaskets: Glazing gaskets shall comply with ASTM C 864 and be extruded of a silicone

compatible EPDM rubber that provides for silicone adhesion. C. Perimeter Anchors: Aluminum. When steel anchors are used, provide insulation

between steel material and aluminum material to prevent galvanic action. D. Thermal Barrier: Thermal separator shall be extruded of a silicone compatible

elastomer that provides for silicone adhesion.

2.04 Related Materials A. Sealants: Refer to Joint Treatment (Sealants) Section.


B. Glass: 1 5/16” Clear TI AC 23 Temp LM IG ¼” Clear TI AC 23(2) tempered ½” airspace ¼” Clear HS (.090 PVB), ¼” Clear HS

2.05 Fabrication A. General:

1. Fabricate components per manufacturer's installation instructions and with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal.

2. Accurately fit and secure joints and corners. Make joints flush, hairline and weatherproof.

3. Prepare components to receive anchor devices. Fabricate anchors. 4. Arrange fasteners and attachments to conceal from view.

2.06 Finishes A. Shop Finishing:

1. Kawneer Permanodic® AA-M12C22A41, AAMA 611, Architectural Class I Clear Anodic Coating (Color #14 Clear)

2.07 Source Quality Control A. Source Quality: Provide aluminum curtain walls specified herein from a single source.

1. Building Enclosure System: When aluminum curtain wall are part of a building enclosure system, including entrances, entrance hardware, windows, storefront framing and related products, provide building enclosure system products from a single source manufacturer.

PART 3 – EXECUTION

3.01 Examination A. Site Verification of Conditions: Verify substrate conditions (which have been

previously installed under other sections) are acceptable for product installation in accordance with manufacturer’s instructions. Verify openings are sized to receive curtain wall system and sill plate is level in accordance with manufacturer’s acceptable tolerances.

1. Field Measurements: Verify actual measurements/openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays.

3.02 Installation A. General: Install curtain wall systems plumb, level, and true to line, without warp or rack

of frames with manufacturer’s prescribed tolerances and installation instructions. Provide support and anchor in place.

1. Dissimilar Materials: Provide separation of aluminum materials from sources of corrosion or electrolytic action contact points.


2. Glazing: Glass shall be outside glazed and held in place with extruded aluminum pressure plates anchored to the mullion using stainless steel fasteners spaced no greater than 9" on center.

3. Water Drainage: Each lite of glass shall be compartmentalized using joint plugs and silicone sealant to divert water to the horizontal weep locations. Weep holes shall be located in the horizontal pressure plates and covers to divert water to the exterior of the building.

B. Related Products Installation Requirements:

1. Sealants (Perimeter): Refer to Division 7 Joint Treatment (Sealants) Section. 2. Impact Resistant Glass: Refer to Division 8 Glass and Glazing Section, Reference:

ANSI Z97.1, CPSC 16 CFR 1201 and GANA Glazing Manual

3.03 Field Quality Control A. Manufacturer’s Field Services: Provide manufacturer’s field service consisting of

product use recommendations and periodic site visit for inspection of product installation in accordance with manufacturer’s instructions

3.04 Protection and Cleaning A. Protection: General Contractor shall provide final protection and maintain conditions,

in a manner acceptable to manufacturer and Installer that ensure glazed aluminum curtain wall system is without damage or deterioration at the time of Substantial Completion. Protect aluminum curtain wall system from damage from welding, grinding and polishing compounds, plaster, lime, acid, cement, or other harmful contaminants.

B . Cleaning: General Contractor shall clean installed products in accordance with manufacturer’s instructions prior to owner’s acceptance.

END OF SECTION

TILE 09300-1

SECTION 09300 – CERAMIC TILE PART 1 - GENERAL 1.01 SUMMARY

A. Provide ceramic and quarry tile work. 1.02 SUBMITTALS

A. Submit for approval samples, product data. 1.03 QUALITY ASSURANCE



A. Porcelain ceramic floor tile: 12”x12"x 1/4",Continental Slate plain face, slip-resistant, square edges except cushion edge at corner; Dal-Tile Corporation or approved equal.

B. Thresholds: Group A marble, ASTM C 503 C. Setting Methods:

1. Porcelain tile floors:

a) Thin set Portland cement mortar setting bed (TCA Method F112). 2. Grout:

a) Porcelain tile: Latex Portland cement, ANSI A118.6, color shall match tile as selected by Architect.

b) All flooring adhesives, coatings, and sealants to be low VOC. PART 3 - EXECUTION 3.01 INSTALLATION

A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated in ceramic tile installation schedules.

B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply

with TCA installation methods indicated in ceramic tile installation schedules. C. Lay tile in grid pattern with alignment of floor, base, walls and trim grids. Layout to provide

uniform joint widths and to minimize cutting; do not use less than 1/2 tile units.

D. Provide marble threshold at all conditions where tile floor meets other flooring material.

TILE 09300-2

E. Provide sealant joints where recommended by TCA and approved by Architect.

F. Grout and cure, clean and protect.

END OF SECTION 09300

PAINTING 09900-1

SECTION 09900 – PAINTING PART 1 – GENERAL 1.01 SUMMARY

A. Provide painting and surface preparation for all unfinished interior and exterior surfaces, including electrical and mechanical equipment.

1.02 SUBMITTALS

A. Submit for approval samples, product data, mock-ups, extra stock. 1.03 QUALITY ASSURANCE



A. First-line standard products for all systems by Benjamin-Moore, Coronado, Devoe, Glidden, PPG, Pratt and Lambert, Sherwin-Williams, Tnemec, or approved equal.

B. Exterior paint systems:

1. Concrete masonry units: 100% acrylic block filler, 100% acrylic enamel (semi-gloss), 2 coats.

2. Ferrous metal: Rust inhibitive metal primer, 100% acrylic enamel (high-gloss), 2 coats.

3. Galvanized metal: Galvanized metal primer, 100% acrylic enamel (high-gloss), 2 coats.

C. Interior paint systems:

1. Veneer Plaster and Gypsum Board: Acrylic latex primer, acrylic latex enamel (eggshell), 2 coats.

2. Concrete masonry units: 100% acrylic block filler, acrylic latex enamel (semi-gloss), 2 coats.

3. Concrete masonry units (heavy duty): epoxy block filler, 2-component epoxy enamel (high-gloss), 2 coats.

4. Wood for natural transparent finish: Sanding sealer, waterborne clear-satin varnish 2 coats.

5. Ferrous metal: Rust inhibitive metal primer, 100% acrylic enamel (high-gloss), 2 coats.

6. Galvanized metal: Galvanized metal primer, 100% acrylic enamel (high-gloss), 2 coats.

7. Sealed concrete floor: 100% solids epoxy sealer (gloss) 2 coats.

PAINTING 09900-2

8. Stained Sealed Concrete floor: Blush Tone Acid Stain by Brickform or Equal, Poly-Seal by Brickform or equal Dura-Wax by Brickform or equal.

D. Mildewcide additive: 1. Provide mildewcide additive to all exterior paint. Mildewcide additive shall be

chemically compatible with paint formulation and shall not adversely affect the color, texture, or durability of the coating.

2. Mildewcide additive shall be EPA registered, non-toxic, low VOC composition, and shall provide complete protection against microbial defacement of painted surfaces.

3. Provide M-1 Advanced Mildewcide as manufactured by The Jomaps Company or approved equal.

2.02 ENVIRONMENTAL CRITERIA A. VOC Content of Paints: 1. The volatile organic compound (VOC) content of interior paints, interior primers,

and anti-corrosive paints used in interior applications shall not exceed the limits defined in the Green Seal Environmental Standards for Paints (GS-11, dated 5/20/93) and Anti-Corrosive Paints (GC-03, dated 1/7/97), of Green Seal, Washington, DC. The VOC limits defined in the referenced Green Seal standards are as follows. All VOC limits are defined in grams per liter, and exclude water and tinting color added at the point of sale (as determined by U.S. EPA Reference Test Method 24).

a) Flats: 50 g/L. b) Non-Flats: 150 g/L. c) Anticorrosive Gloss, Semi-Gloss, & Flat: 250 g/L. d) Clear Varnish: 350 g/L. e) Clear Lacquer: 550 g/L. f) Floor Coatings: 100 g/L. g) Waterproofing Sealers: 250 g/L. h) Sanding Sealers: 275 g/L. i) Other Sealers: 200 g/L. PART 3 - EXECUTION 3.01 INSTALLATION

A. Inspect surfaces, report unsatisfactory conditions in writing; beginning work means acceptance of substrate.

B. Comply with manufacturer's instructions and recommendations for preparation, priming

and coating work. Coordinate with work of other sections.

C. Match approved mock-ups for color, texture, pattern and coverage. Re-coat or remove and replace work which does not match.

D. For stained sealed concrete floors, Provide mock up in Tool Storage 122A. Follow

manufacturer’s surface preparation guidelines. Clean concrete of all sealers, dirt oils and paint. Grind concrete to manufacturer’s recommendations. Apply acid, sealer and wax

PAINTING 09900-3

according to manufacturer’s directions.

D. Clean up, touch up and protect work. END OF SECTION 09900

KITCHEN EQUIPMENT 11400 - 1

DIVISION 11 SECTION: 11400 EQUIPMENT KITCHEN EQUIPMENT PART 1 – GENERAL 1.01 SUMMARY

A. The Owner will provide the Kitchen equipment under separate contract with Kesco Kitchen Equipment and Supply Co. The General Contractor shall prepare the project to receive the kitchen equipment. .

B. Provide a clean, dust free, level substrate to receive the equipment C. The General Contractor shall coordinate the installation of the kitchen equipment with the

Owner’s installer to meet the project schedule for Substantial Completion. Provide printed construction schedule to the Owner’s installer indicating dates for installation of kitchen equipment.

END OF SECTION

STANDARD TECHNICAL DESIGN SPECIFICATIONS

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