Attachment 2 - MAHG235001 Pressed BBEC Conversion Specs.pdf

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Pressed BBEC Conversion
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FA301023R00001
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This is a solicitation for a construction project to convert a facility at Keesler Air Force Base in Biloxi, Mississippi. The project involves pressed building envelope conversion and will have a period of performance of 180 days. The requirement is being competed as a Request for Proposal with an unrestricted competition and the magnitude is between $250,000 and $500,000. Prices should be entered in Section B. There will be an organized site visit on February 8, 2024 at 1:00 PM CDT to access the base. This contract will be funded by Non-Appropriated Funds and adhere to NAF guidance and regulations. Attention is directed to Sections L and M regarding proposal preparation and evaluation factors.

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MAHG23-5001

22 December 2023

PROJECT:

PRESSED BBEC CONVERSION

PROJECT NUMBER:

MAHG23-5001

KEESLER AIR FORCE BASE

BILOXI, MISSISSIPPI

AKIMA

Keesler AFB 508 L Street Keesler AFB, MS 39534

Attachment 2

FA301024R0001

SECTION 06 10 00

ROUGH CARPENTRY

PART 1 – GENERAL

1.1 SUMMARY

A. Rough carpentry includes carpentry work not specified as part of other sections and which is generally not exposed, except as otherwise indicated. Types of work in this Section include rough carpentry for:

1. Wood nailers and blocking

2. Other rough carpentry indicated

B. Related Sections include the following:

1. Division 6 Section “Finish Carpentry”

1.2 DELIVERY STORAGE, AND HANDLING

A. Keep materials dry at all times. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber and provide air circulation within stacks.

1.3 PROJECT CONDITIONS

A. Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, and similar supports to allow proper attachment of other work.

PART 2 – PRODUCTS

2.1 MATERIALS

A. Framing Lumber:

1. Miscellaneous Lumber:

a. Provide wood for support or attachment of other work including bucks, nailers, blocking, furring, stripping and similar members. Provide lumber of sizes shown or specified worked into shapes shown.

b. Grade: Standard or No. 2 Southern Pine.

c. Treated wood for exterior applications and at locations where wood meets concrete.

B. Plywood:

1. Plywood Backing Panels: For mounting IT equipment, millwork, etc. Provide fire retardant treated plywood panels with grade designation, APA C-C Plugged INT with exterior glue, in 3/4" thickness, 6 ply construction.

2.2 ACCESSORIES

1. Fasteners and Anchorages: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nail, staples, screws, bolts, nuts, washers and anchoring devices.

PART 3 – EXECUTION

3.1 INSTALLATION

A. General Requirements:

1. Discard units of material with defects which might impair quality of work, and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement.

2. Framing lumber and other rough carpentry shall be fitted closely, set accurately to the required lines and levels and shall be secured in place in a rigid and substantial manner.

3. All framing and support members, not indicated or specified, shall be provided as necessary for the proper completion of the work.

4. Spiking, nailing and bolting shall be done in an approved manner; spikes, nails and bolts shall be of the proper size, and care shall be used so as not to split the members.

5. Provide framing to support all edges of covering material.

B. Wood Nailers, and Blocking:

1. Provide wherever shown and where required for attachment of other work. Form to shapes as shown or required and cut as required for true line and level of work to be attached. Coordinate location with other work involved.

2. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise shown. Build into masonry during installation of masonry work.

3. 12" o.c. along intermediate supports, and 3/8" minimum from panel edge.

END OF SECTION

SECTION 06 20 00

FINISH CARPENTRY GENERAL

1.1 DESCRIPTION

A. The work required under this Section consists of all finish carpentry, "custom" grade millwork and casework for stain finish and related items to complete the work as indicated on the Drawings and described in the Specifications

1.2 SUBMITTALS

A. Submit shop drawings in accordance with the Statement of Work.

B. Shop drawings shall include but not be limited to the following:

1. Complete elevations of all millwork units

2. Sections and details of construction

3. Finishes

4. Methods of assembling sections

5. Location and installation of hardware

6. Size, shape and thickness of materials

7. Joint and connection details

8. Details of joining with other work.

1.3 INDUSTRY STANDARDS

A. Sizes, thicknesses and grades shall be defined by the rules of the recognized Association of Lumber Manufacturers producing the materials specified, but defects or blemishes prohibited by this Specification, even though permissible in grade, shall not appear in the materials used.

B. Each panel of softwood plywood shall be identified with the DFPA Grade trademark of the American Plywood Association and shall meet the requirements of the latest edition of U.

S. Product Standards PS 166 for Softwood Plywood.

C. Finish carpentry shall be governed by "Quality Standards" of the Architectural Woodwork Institute.

D. Quality standards - except as otherwise shown or specified, comply with specified provisions of the following: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards".

1.4 HANDLING AND STORAGE

A. Insure proper protection from weather and damage during delivery and job site storage of all materials of this Section.

B. Wood materials shall not be stored within the structure until work is reasonably dry. Store all carpentry materials and millwork in an area protected from weather, moisture, and damage. C. Handle all products to prevent damage or soiling.

1.5 PROJECT CONDITIONS

A. Conditioning: Installer shall advise contractor of temperature and humidity requirements for woodwork installation areas. Do not install woodwork until required temperature and relative humidity have been stabilized and will be maintained in installation areas.

B. Maintain temperature and humidity in installation area as required to maintain moisture content of installed woodwork within a 1.0 percent tolerance of optimum moisture content, from date of installation through remainder of construction period. The fabricator of woodwork shall determine optimum moisture content and required temperature and humidity condition.

PART 2 - MATERIALS

2.1 LUMBER

A. All lumber shall from sound stock, thoroughly seasoned and free from defects. Moisture content of finish lumber shall not exceed eleven (11) percent. Each piece of lumber must bear the grade and trademark of the association under which it is graded.

B. Framing lumber shall be "B or Better" grade kiln dried, Ponderosa Pine.

2.2 PLYWOOD AND SHEET PRODUCTS

A. All plywood for uses where shown on Drawings shall conform to the industry standards specified.

B. All plywood which has any edge or surface exposed to the weather shall be exterior type glued.

C. Use Grade AD where one side is exposed and Grade AA where both sides are exposed to view.

D. Plastic laminates shall be Wilson Art Satin Brushed Black Aluminum or approved equal.

2.3 FINISH WOOD

A. Furnish free from defects impairing durability or fitness for receiving finish, from sound stock and thoroughly seasoned. Properly sand all materials at mill and hand sand as required at job.

B. Furnish wood of "B or Better" grade Poplar mill sanded, for economy grade work.

2.4 HARDWARE

A. Furnish all screws, nails, bolts, plates and other items necessary to complete work.

B. All finish carpentry shall conform to the latest edition of grade requirement of the AWI Quality Standards, custom grade or economy grade as applicable.

C. All finish carpentry of every sort shall be put up plumb or level, and straight and true.

D. In every case, put up trim and firmly secure to proper grounds. Fit and scribe all parts to other work in a careful manner so as not to injure the surfaces in any way.

E. Blind nail wherever possible, but where not possible, drive and set nails so as to not be visible in the finish.

PART 3 - EXECUTION

A. Install all items of finish carpentry including trim of every description, with edges fitted tightly to surfaces on which applied and securely nailed to supporting members with finishing nails, set ready for putty, with tight fitting metered joints and flush surfaces.

B. Grade: Install paneling and solid wood components to comply with requirements of AWI Custom Grade.

C. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims.

Install level and plumb to a tolerance of 1/8 inch in 96 inches.

D. For flush paneling, install with variations in reveal width, alignment of top and bottom edges, and flushness between adjacent panels not exceeding 1/16 inch.

E. Scribe and cut paneling to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

F. Paneling: Anchor paneling to supporting substrate with concealed panel-hanger clips or blind nailing ONLY. Do not use face fastening, unless covered by trim.

F. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to greatest extent possible.

Scarf running joints and stagger in adjacent and related members. Fill gaps, if any, between top of base and wall with plastic wood filler, sand smooth, and matching final finish where transparent finish is indicated.

3.2 ADJUSTING

A. Repair damaged and defective work wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace work. Adjust joinery for uniform appearance.

3.3 PROTECTION

A. All surfaces are to be left clean, ready for painting or staining and all damaged surfaces or items shall be repaired or replaced.

B. Protect all finish surfaces and hardware, including pulls, hindges, rim locks, etc., until painting is completed.

3.4 CLEANING AND ADJUSTMENT

A. After installation clean all surfaces of dirt and remove all debris.

B. Prior to completion of construction, examine all doors and other movable parts; adjust as required and leave hardware in good working order.

SECTION 06 40 20

INTERIOR ARCHITECTURAL WOODWORK

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Architectural cabinets.

2. Accessories

B. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips unless concealed within other construction before woodwork installation.

C. Related Section include the following:

1. Division 6 Section “Rough Carpentry”.

2. Division 6 Section “Finish Carpentry”.

3. Division 6 Section “Solid Surface Fabrications”.

1.2 SUBMITTALS: Submit in accordance with the Statement of Work.

A. Product Data: For cabinet hardware and accessories.

B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components.

1.3 QUALITY ASSURANCE

A. Quality standards - except as otherwise shown or specified, comply with specified provisions of the following:

1. Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards".

1.4 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period.

PART 2 – PRODUCTS

2.1 MATERIALS

A. Wood Products:

1. Softwood Plywood: DOC PS 1, Medium Density Overlay (for use with painted plywood only).

2. Interior Hardwood: as specified in Division 6 Section “Finish Carpentry”.

2.2 ACCESSORIES

A. General: Provide cabinet hardware and accessory materials associated with architectural woodwork.

B. Hinges:

1. 5 Knuckle Hinges: Hinges shall be .95” steel five-knuckle hospital-tip institutional grade quality with .187” diameter tight pin. Hinge shall permit door to swing 270 degrees without binding, and self-closing.

C. Wire Pulls: Back mounted, solid metal, 4 inches long, 5/16 inch in diameter.

D. Drawer Slides: Side mounted; full-extension type; zinc-plated steel ball-bearing slides.

E. Door Locks: BHMA A156.11, E07121.

F. Drawer Locks: BHMA A156.11, E07041.

G. Shelf Supports:

1. Where shelving is indicated as "adjustable shelf standards” or “pin type", provide Hafele standard, 25mm, silver anodized aluminum finish or equal. Include metal shelf supports in matching finish.

H. Round Grommets: ZG “Flip Top” Series, 2" hole, by Doug Mockett & Company, or Approved Equal. Color to be selected by Contracting Officer.

I. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated.

1. Satin Stainless Steel: BHMA 630.

J. Adhesives, General: Do not use adhesives that contain urea formaldehyde.

2.3 FABRICATION

A. General: Complete fabrication to maximum extent possible before shipment to Project site.

Where necessary for fitting at site, provide allowance for scribing, trimming, and fitting.

1. Interior Woodwork Grade: Custom

2. Shop cut openings to maximum extent possible. Sand edges of cutouts to remove splinters and burrs. Seal edges of openings in countertops with a coat of varnish.

B. Architectural Cabinets and Shelving, Paneling, Standing and Running Trim, Transparent Finish

1. As specified in Division 6 Section “Finish Carpentry”.

2.4 FINISHING

A. Finish woodwork per Division 6 Section “Finish Carpentry”.

PART 3 – EXECUTION

3.1 INSTALLATION

A. Before installation, condition woodwork to average prevailing humidity conditions in installation areas. Examine shop-fabricated work for completion and complete work as required, including removal of packing and back priming.

B. Grade: Install woodwork to comply with requirements for the same grade specified in Part 2 for fabrication of type of woodwork involved.

C. Install woodwork level, plumb, true, and straight to a tolerance of 1/8 inch in 96 inches. Shim as required with concealed shims.

D. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails for exposed fastening, countersunk and filled flush with woodwork.

F. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation.

G. Fasten wall cabinets through back, near top and bottom, at ends and not more than 16 inches o.c.

H. Countertops: Anchor securely by screwing through corner blocks of base cabinets or other supports into underside of countertop. Caulk space between counter and wall with sealant specified in Division 7 Section "Joint Sealants."

SECTION 06 65 00

SOLID SURFACE FABRICATIONS

PART I - GENERAL

1.01 DESCRIPTION

A. The work required under this Section consists of acrylic (polymer) solid surface material used for reception counter surfacing and countertop surfacing to complete the work as indicated on the Drawings and described in the Specifications.

1.02 REFERENCES

A. Applicable Standards: Standards of the following, as referenced herein:

1. American National Standards Institute (ANSI)

2. American Society for Testing and Materials (ASTM)

3. National Electrical Manufacturers Association (NEMA)

1.03 SUBMITTALS

A. Submit in accordance with the Scope of Work.

B. Shop Drawings: Indicate dimensions, component sizes, fabrication details, attachment provisions and coordination requirements with adjacent work.

C. Samples: Submit minimum 2” x 2” (50 mm x 50 mm) samples. Indicate full range of color and pattern variation. Approved samples will be retained as standards for work.

D. Product Data: Indicate product description, fabrication information and compliance with specified performance requirements.

E. Maintenance Data: Submit manufacturer’s care and maintenance data, including repair and cleaning instructions. Include in project closeout documents.

1.04 QUALITY ASSURANCE

A. Allowable Tolerances:

1. Variation in component size: + 1/8” (3 mm).

2. Location of openings: + 1/8” (3 mm) from indicated location.

1.05 DELIVERY, STORAGE AND HANDLING

A. Deliver no components to project site until areas are ready for installation. Store components indoors prior to installation.

B. Handle materials to prevent damage to finished surfaces. Provide protective coverings to prevent physical damage or staining following installation for duration of project.

1.06 WARRANTY

A. Provide manufacturer’s ten (10) year warranty against defects in materials. Warranty shall provide material and labor to repair or replace defective materials. Damage caused by physical or chemical abuse or damage from excessive heat will not be warranted.

PART 2 - PRODUCTS

2.01 SOLID SURFACE FABRICATIONS

A. Specifications are based on solid surface materials manufactured by Corian.

B. Or Approved Equal.

C. Material: Homogeneous filled acrylic; not coated, laminated or of composite construction;

meeting ANSI Z124.3.

1. Superficial damage to a depth of 0.010” (25mm) shall be repairable by sanding and polishing.

D. Counter Tops: Horizontal surfaces and vertical surfaces shall be thick solid polymer material adhesively joined with inconspicuous seams; edge details as indicated on the drawings.

E. Color: Natural Gray (F).

2.02 ACCESSORIES

A. Joint Adhesive: Manufacturer’s standard two part adhesive kit to create inconspicuous, non-porous joints, with a chemical bond.

2.03 FABRICATION

A. For warranty coverage, fabricator/installer shall be approved or certified by solid polymer manufacturer.

B. Fabricate components in shop to greatest extent practical to sizes and shapes indicated, in accordance with approved shop drawings and solid polymer manufacturer requirements.

C. Form joints between components using manufacturer’s standard joint adhesive. Joints shall be inconspicuous in appearance and without voids. Attach 2” (50 mm) wide reinforcing strip of solid polymer material under each joint.

D. Provide holes and cutouts for plumbing and bath accessories as indicated on the drawings.

E. Rout and finish component edges to a smooth, uniform finish. Rout all cutouts and sand all edges smooth. Repair or reject defective or inaccurate work.

3.01 INSTALLATION

A. Install components plumb and level, in accordance with approved shop drawings and product installation details.

B. Form filed joints using manufacturer’s recommended adhesive, with joints inconspicuous in finished work. Keep component and hands clean when making joints.

C. Adhere top-mount sink/bowls to countertops using manufacturer’s recommended adhesives and color matched silicone sealant.

D. Provide backsplashes and end splashes as indicated on drawings. Adhere to countertops using manufacturer’s standard color matched silicone sealant.

E. Keep components and hands clean during installation. Remove adhesives, sealants and other stains.

F. Protect surfaces from damage. Repair or replace damaged work that cannot be repaired to Architect’s satisfaction.

SECTION 07 20 00

INSULATION

PART 1 - GENERAL

1.01 DESCRIPTION

A. The work required under this Section consists of rigid board wall insulation, batt insulation, blanket insulation and related items to complete the work as indicated on the Drawings and described in the Specifications.

B. Related Requirements Specified Elsewhere

1.02 SUBMITTALS

A. Submit data in accordance with Statement of Work.

B. Submittals shall include, but not be limited to, the following;

1. Technical literature

2. Performance data

3. Spec-Data sheets

4. Manufacturer's installation instructions

1.03 COORDINATION

A. Efficient utilization of this product requires minimum damage thereto and maximum surface integrity. Therefore, allow others adequate time and space in which to work to complete their requirements prior to commencing insulation work.

B. Insulation which must be installed as other trades perform their work will be installed in a timely manner and protected so that the work of adjacent trades does not damage or displace insulation.

1.04 HANDLING AND STORAGE

A. Deliver all materials to the job site in the original manufacturer's sealed packages.

B. Store all materials off-ground and cover to keep dry.

PART 2 – MATERIALS

2.01 Manufacturer

A. Owens-Corning.

B. Or Approved equal

2.01 SOUND ATTENUATION BATTS

A. Type: Unfaced glass fiber acoustical insulation complying with ASTM C 665, Type I.

B. Size:

1. Thickness 3½” Width 16” Length 96” (partition walls).

C. Surface Burning Characteristics:

1. Maximum flame spread: 10

2. Maximum smoke developed: 10

3. When tested in accordance with ASTM E 84.

D. Combustion Characteristics:

1. Passes ASTM E 136.

E. Fire Resistance Ratings:

1. Passes ASTM E 119 as part of a complete fire tested wall assembly.

F. Sound Transmission Class: STC 44 G. Dimensional Stability:

1. Linear Shrinkage less than 0.1%

3.01 WALL INSULATION (Sound Attenuation Batt Fiberglass)

H. Install 3 ½” sound attenuation batts in stud spaces of partition walls and elsewhere as indicated. Chink loose spots, holes and gaps with insulation.

I. Install 2 ½” sound attenuation batts in “furred” out wall area of room 125B. Chink loose spots, holes and gaps with insulation.

3.02 WORKMANSHIP

A. All work of this Section shall be done by competent craftsmen in a neat workmanlike manner. All insulation shall be left in good condition and neat appearance.

3.03 CLEAN UP

A. Remove all debris from the site upon completion of insulation work.

MAHG235001

SECTION 07 24 00

EXTERIOR INSULATION AND FINISH SYSTEMS

A. Section Includes:

1. Exterior insulation and finish systems (EIFS).

1.2 RELATED WORK

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this section.

B. American National Standards Institute (ANSI):

C. ASTM International (ASTM):

C578-19 ............................... Rigid, Cellular Polystyrene Thermal Insulation.

C920-18 ............................... Elastomeric Joint Sealants.

D968-17 ............................... Abrasion Resistance of Organic Coatings by Falling

E2486/E2486M-13(2018) ..... Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS).

1.4 PREINSTALLATION MEETINGS

A. Not used.

1.5 SUBMITTALS

A. Submittal Procedures: Submit in accordance with the Statement of Work.

1.6 QUALITY ASSURANCE

A. Installer Qualifications:

1. Installed specified products with satisfactory service on five similar installations for minimum five years.

1.7 DELIVERY

A. Deliver products in manufacturer's original sealed packaging.

B. Mark packaging, legibly. Indicate manufacturer's name or brand, type, production run number, and manufacture date.

C. Before installation, return or dispose of products within distorted, damaged, or opened packaging.

1.8 STORAGE AND HANDLING

A. Store products indoors in dry, weathertight facility.

B. Protect products from damage during handling and construction operations.

1.9 FIELD CONDITIONS

A. Environment: Unless greater temperature is required by system manufacturer, install products only when ambient air temperature is minimum 7 degrees C (45 degrees F) and rising and predicted to persist for 24 hours after installation.

1.10 WARRANTY

A. Manufacturer's Warranty: Warrant EIFS system materials against material and manufacturing defects.

1. Warranty Period: 10 years.

PART 2 - PRODUCTS

2.1 PRODUCTS - GENERAL

A. Provide system components from one manufacturer.

2.2 DIRECT EXTERIOR FINISH SYSTEMS (DEFS)

A. Not used.

2.3 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)

A. Description: Polymer-Based (PB) system consists of Type I molded rigid polystyrene insulation adhered to sheathing and finished with glass-fiber-mesh reinforced based-coat and textured finish coat.

B. Performance Requirements:

1. Surface Burning Characteristics: When tested according to ASTM E84.

a. Flame Spread Rating: 25 maximum.

b. Smoke Developed Rating: 450 maximum.

2. Full Scale Wall Fire Test: No significant surface flaming or propagation of vertical or lateral flames when tested according to ASTM E119.

3. Impact Resistance (Sample to be cured. Finish, base coat and fabric over 25 mm

(1 inch) insulation typical of project application), ASTM E2486/E2486M:

a. High Impact Resistance - 10.2 to 17J (90-150 inch-lbs.).

4. Structural Performance: (Test panels 1200 mm x 1200 mm (4 feet by 4 feet) typical of project application): ASTM E330/E330M, no permanent deformation, delamination or deterioration for positive and negative pressures as required.

a. Wind Loads: Uniform pressure as indicated on Drawings.

5. Water Penetration: ASTM E331, no water penetration minimum 720Pa (15 psf) for windows and 300 Pa (6.24 psf) for curtain wall assembly.

6. Abrasion Resistance: ASTM D968, 500 liters of sand with slight smoothing and no loss of film integrity.

7. Accelerated Weathering: ASTM G90; 2000 hours with no deterioration.

8. Salt Spray Resistance: ASTM B117; Withstand 300 hours with no deleterious effects.

9. Water Vapor: ASTM E96/E96M; Maximum 12 grains/hour/square meter (18 grains/hour/square foot.).

10. Absorption-Freeze-Thaw (Pre-weighed 100 mm x 200 mm (4 inch by 8 inch) specimens; 25 mm (1 inch) insulation, faced with finish coat cured and stored in air;

tested with edges and back open), ASTM C67.

a. 50 Cycles: 20 hours at 9 degrees C (4 degrees F); 4-hour thaw in water.

b. After 50 cycles; total weight gain of maximum 6.2 grams. No checking splitting, or cracking.

C. Adhesive: Manufacturers standard product including primer compatible with sheathing.

D. Insulation:

1. Thermal Resistance: Thermal resistance (R-value), as indicated, measured by

ASTM C177.

2. Insulating Material: ASTM C578, as recommended by EIFS manufacturer and treated to be compatible with EIFS components. Age insulation minimum of 6 weeks before installation.

3. Provide Type I Molded Expanded Polystyrene (MEPS) insulation board for Type PB systems, in sizes as required except maximum 600 mm X 1200 mm (24 X 48 inches) boards, and maximum 100 mm (4 inches) thick.

E. Mechanical Anchors: As recommended by EIFS manufacturer.

F. Accessories:

1. Trim, control joints, weep screed, edging, anchors, expansion joints, and other items required for proper installation as recommended by EIFS manufacturer.

2. Metal Items and Fasteners: Corrosion resistant.

G. Reinforcing Fabric: Balanced, open weave, glass fiber fabric made from twisted multi-end strands specifically treated for compatibility with the other materials of system.

1. Minimum weight 100 grams/square meter (4.3 ounces/square yard).

H. Base Coat: Manufacturer's standard.

I. Finish Coat: Manufacturer's standard. Minimum thickness 1.5 mm (1/16 inch), complying with performance requirements.

J. Sealant: ASTM C920; Class 50 with 100 percent recovery. Type, grade and use as recommended by sealant manufacturer.

1. When required, provide non-staining primer, bond breaker, and backer rods as recommended by sealant manufacturer.

2. Do not use absorptive materials as backer rods.

2.4 UNIT FINISH

A. Not used.

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine and verify substrate suitability for product installation.

B. Protect existing construction and completed work from damage.

C. Notify Contracting Officer in writing of conditions detrimental to proper completion of work.

D. Do not proceed with work until unsatisfactory conditions are corrected.

3.2 INSTALLATION - GENERAL

A. Install products according to manufacturer's instructions.

1. When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's consideration.

3.3 CONTROL JOINT INSTALLATION

A. Not used.

3.4 SEALANT INSTALLATION

A. Exterior Insulation and Finish System: Apply sealant according to EIFS manufacturer's recommendation.

B. Do not apply sealant in locations intended for water drainage.

3.5 SYNTHETIC STUCCO FINISH INSTALLATION

A. Not used.

3.6 EXTERIOR INSULATION AND FINISH SYSTEM INSTALLATION

A. Insulation Board Layout: Place horizontally from level base line. Stagger vertical joints and interlock at corners. Butt joints tightly. Provide flush surfaces at joints. Offset insulation board joints from joints in sheathing minimum 200 mm (8 inches). Do not align joints with corners of doors, windows and other openings. Do not leave insulation board exposed longer than recommended by insulation manufacturer.

B. Adhesive: Apply directly to entire back surface of the insulation board as recommended by the system manufacturer and immediately apply to gypsum board substrate. Apply firm pressure over entire board to ensure uniform contact and level surface. Allow adhesive to cure for 24 hours minimum before sanding.

C. Create means of drainage between insulation board and gypsum board sheathing.

D. Flash penetrations and terminations to discharge water to exterior.

E. Mechanical Fasteners: Fasten with manufacturer's standard anchors, spaced as recommended by manufacturer, maximum 600 mm (24 inches) on center horizontally and vertically.

F. Sanding: Sand entire surface of insulation before applying base coat, level high joints and remove dirt and weathering damage. Do not pre-fill low areas with basecoat.

G. Base Coat: Trowel apply uniform thickness of base coat to insulation with minimum thickness of 1-1/2 times reinforcing fabric thickness and minimum 2.4 mm (3/32 inches) wet thickness.

H. Install reinforcing fabric embedded in base coat. Provide diagonal reinforcement at opening corners, back wrapping, and other reinforcement recommended by EIFS manufacturer. Ensure fabric pattern is not visible beneath the surface of the basecoat after installation. Cure basecoat 24 hours minimum before applying finish coat.

I. Finish Coat:

1. Inspect basecoat for damage or defects and repair before applying finish coat.

2. Trowel apply finish coat minimum 1.6 mm (1/16 inch) thick.

3. Texture finish as required.

4. Surface Tolerance: Maximum 1/500 (1/4 inch in 10 feet) deviation from plumb and plane.

E N D OF SECTION

SECTION 07 92 00

JOINT SEALANTS

PART 1 – GENERAL

A. The extent of each form and type of joint sealer is indicated on drawings and by provisions of this section.

B. The applications for joint sealers as work of this section include the following:

1. Wall joints at floors.

2. At locations where dissimilar metals and/or materials come together.

3. Other locations indicated.

1.2 SUBMITTALS

A. Submit according to the requirements stated in the SOW.

B. Product Literature

1. Submit product data sheets and the manufacturer's installation instructions. If two or more different sealants are to be in physical contact with each other, obtain from each manufacturer confirmation that its product is compatible with the proposed and adjacent products, including any other products which may be used by other sub-contractors. Include primer literature with the submittal document unless the manufacturer's sealant submittal specifically eliminates the need for a primer.

2. If a stain type primer is required for the sealant selected, such information shall be specifically included on submittal documents calling attention to the need for such staining type primer and noting the planned precautions to prevent exposed stain residue.

3. Include Safety Data Sheets for sealants.

C. Color Samples: Submit manufacturer's standard color chart. Submit cured samples of each chosen color for verification of actual color to be installed. Multiple cured samples may be required for selection. Color by CO.

1.3 DELIVERY, STORAGE AND HANDLING

A. Deliver in manufacturer's original unopened container, clearly identifying each product specified, relating it to the product literature submitted.

B. Store in accordance with manufacturer's recommendation, with proper precautions concerning shelf life, temperature, humidity, and similar storage factors to ensure the fitness of the material when installed.

PART 2 – PRODUCTS

2.1 MATERIALS

A. General Sealer Performance Requirements

1. Provide colors indicated or, if not otherwise indicated, as selected by Contracting

Officer from manufacturer's standard colors. Select materials for compatibility with joint surfaces and other indicated exposures, and except as otherwise indicated, select modulus of elasticity and hardness or grade recommended by manufacturer for each application indicated.

B. Type 1: Non-Elastomeric Sealants (Caulking)

1. Single component siliconized acrylic latex caulking compound: ASTM C834, gun grade; flexible, paintable, non-staining, non-bleeding, acrylic emulsion.

2. Use: Interior sealing around doors and gypsum board.

3. Acceptable Manufacturers/Products, or Approved Equal:

a. GE Silicones RCS 20

b. Bostik, Chem-Calk 600

c. DAP, Inc., DAP ALEX PLUS Acrylic-latex Caulk Plus Silicone

d. Pecora, AC-20 + Silicone

e. Sonneborn, Sonolac

f. Tremco, Tremflex 834 Acrylic Latex Caulk

2.2 ACCESSORIES

A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Primer/Sealer: Provide type of joint primer/sealer recommended by sealant manufacturer for joint surfaces to be primed or sealed.

C. Sealant Backer Rod: Compressible rod stock of open or closed cell polyethylene or polyurethane as recommended by sealant manufacturer for compatibility with sealant.

D. Bond Breaker Tape: An acceptable polyethylene or similar type bond breaker tape used to prevent three-sided adhesion in locations where backer rod cannot be used.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Inspect substrate surface to assure that no bond breaker materials contaminate the surface to which the sealant is to adhere and to ensure that unsound substrates are repaired. Installation of sealant shall be evidence of acceptance of the substrate.

B. Verify joint dimensions prior to installation of the sealant to ensure that all dimensions are within tolerance established in the manufacturer's literature. Unacceptable variations shall be called to the Contracting Officers attention for resolution prior to installing any material.

3.2 PREPARATION

A. Clean joint surfaces immediately before installation of sealant or caulking compound.

Remove dirt, insecure coatings, moisture and other substances which could interfere with bond of sealant or caulking compound. Etch concrete and masonry joint surfaces as recommended by sealant manufacturer.

B. Prime or seal joint surfaces where indicated, and where not indicated if recommended by sealant manufacturer, prior to installation of any backer rod or bond breaker tape. Do not allow primer/sealer to spill or migrate onto adjoining surfaces.

3.3 INSTALLATION

A. General: Comply with manufacturer's printed instructions, except where more stringent requirements are shown or specified, and except where manufacturer's technical representative directs otherwise.

B. Set joint filler units full depth of joint or position in joint to coordinate with other work, including installation of backer rods and sealants. Do not leave voids or gaps between ends of joint filler units.

C. Install sealant backer rod for liquid elastomeric sealants, except where shown to be omitted or recommended to be omitted by sealant manufacturer for application indicated in which case a bond breaker tape shall be used to prevent 3 sided adhesion. Apply backer rod using blunt or rounded tools which will ensure a uniform depth without puncturing the material. Use a rod oversized a minimum of 33% for closed cell and 50% for open cell, unless otherwise required by the manufacturer.

D. Employ only proven installation techniques, which will ensure that sealants are deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces, with a smooth, even finish.

E. Install sealant to depths as shown or, if not shown, as recommended by sealant manufacturer but within the following general limitations, measured at center (thin) section of bead.

1. For joints sealed with non-elastomeric sealants, fill joints to a depth in range of 75% to

125% of joint width.

F. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces or to migrate into voids of adjoining surfaces. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage.

G. Curing: Cure sealants and caulking compounds in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability.

SECTION 08 20 00

WOOD DOORS

PART I - GENERAL

1.1 DESCRIPTION

A. The work required under this Section consists of wood doors and related items to complete the work as indicated on the Drawings and described in the Specifications.

1.2 SUBMITTALS

A. Submit shop drawings and brochures in accordance with Statement of Work.

B. Submittal data shall include, but not be limited to, the following:

1. Size and location

2. Hardware preparation

3. Details of core and edge construction

4. Trim for openings

5. Opening sizes and trim

A. Comply with requirements of the following standards unless otherwise indicated.

1. Non-Fire Rated Flush Wood Doors: Comply with "Quality Standards" of Architectural Woodwork Institute (AWI) and (WDMA) Window & Door Manufacturer’s Association.

2. Fire-Rated Wood Doors: Where fire-resistance classifications are shown or scheduled for wood door assemblies, provide doors which comply with requirements of NFPA No. 80 "Standard for Fire Doors and Windows" and which have been tested and rated with single point hardware. Provide label of an approved nationally recognized independent testing laboratory an each door.

3. All laminate-faced doors shall meet the criteria for the latest edition of WDMA “Premium Grade”. Doors shall be pre-fit and beveled at the factory to fit the opening. Pre-fit tolerances shall be in accordance with the requirements of

WDMA.

1.4 HANDLING AND STORAGE

A. Products shall be delivered to the job site in original wrappings and packaging by manufacturer. Handling, storage and installation of doors shall conform to the recommendations of the manufacturer.

B. Insure proper protection from weather and damage during delivery and job site storage of specified doors. Handle products so as to prevent damage or soiling. All doors stored at site shall be stacked together an edge or end and not laid flat.

1.5 GUARANTEE

A. All wood doors shall be guaranteed in writing for life of the installation for interior use by the manufacturer to be free from any defects which make them unsuitable for the use for which they are intended. A warp in excess of ¼ inch in 7 feet shall be termed a defect under the terms of this guarantee. Guarantee shall provide for replacement, re-hanging and refinishing as required at no cost to the Owner.

B. Guarantee shall be the (WDMA) Window & Door Manufacturer’s Association 1.S.1-A.

PART 2 - PRODUCTS

2.1 GENERAL

A. Unless noted otherwise, provide wood doors complying with the applicable requirements of WDMA I.S.1 for the kinds and types of doors indicated and as further specified, Provide manufacturer's standard 2 or 3 ply face panels, unless otherwise specified.

Provide same exposed surface material on both faces of each door, unless otherwise indicated.

2.2 WOOD DOORS

A. All interior wood doors shall be 1¾” inch, flush, particle board or wood staved core doors meeting the requirements of (WDMA) Window & Door Manufacturer’s Association 1.S.1- A, " Industry Standard for Wood Flush Doors" and Federal Specification LLLD-581 Type 1."

B. Construction:

1. Cores shall be solid wood block, or wood particle board, as required by the door manufacturer to comply with specified warranty period and required fire rating.

Particleboard core doors shall have 1½” minimum width hardwood stiles. The core shall be grooved to receive the edge bands.

2. Edge bands shall be two ply 1½” minimum thickness outer band same species as face veneer.

3. Crossbands shall be 1/16" extending to all far edges of door width grain at right angles to face veneer grain.

4. Face veneers shall be rotary cut Birch. Face veneer shall be (WDMA) Premium Grade. Avoid sharp contrast at veneer joints, unless otherwise indicated. Provide exposed edges and other exposed solid wood components of same species as face veneers, unless otherwise required for fire rating.

C. Finish shall be mill-sanded.

D. Comply with the tolerance requirements of (WDMA) for pre-fitting. Machine doors for hardware requiring cutting of doors. Comply with final hardware templates and other essential information required to ensure proper fit of doors and hardware. Take accurate field measurements of hardware mortises in metal frames to verify dimensions and alignment before proceeding with machining.

3.1 PREPARATION

A. Installer must examine doorframes and verify that frames are of the correct type and have been installed as required for proper hanging of corresponding doors. Fire rated

MAHG18-1059

13APRIL2018

doors are to be installed in corresponding fire rated frames in accordance with requirements of NFPA No. 80.

B. Installer shall notify the Contractor in writing of conditions detrimental to the proper and timely installation of wood doors. Do not proceed with installation until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Commencement of work will constitute acceptance of conditions affecting installation.

3.2 INSTALLATION

A. Condition doors to average prevailing humidity in installation area prior to hanging. Install wood doors in accordance with manufacturer's instructions and as shown. Fit doors to frame for proper fit and uniform clearance at each edge and machine for hardware. Seal cut surfaces after fitting and machining. Bevel non-fire rated doors 1/8 inch in 2 inches at lock and hinge edges. Bevel fire-rated doors 1/16'' in 2" at lock edges.

B. Fit to frames and machine for hardware to whatever extent required for proper fit and uniform clearance at each edge. For non-fire doors provide clearances of: 1/8 inch at jambs and heads 1/8 inch at meeting stiles for pairs of doors and ½ inch from bottom of door to top of decorative floor finish or covering where threshold is shown or should provide ¼” clearance from bottom of door to top of threshold. For fire-rated doors, provide clearances complying with the limitations of the authority having jurisdiction.

3.3 HARDWARE AND ACCESSORIES

A. Doors shall be fitted for hardware specified in Section 08 71 00 - Hardware.

3.4 FINISHING

A. Prepare and finish doors in accordance with the requirements of Section 09 93 23 Stains and Transparent Finishes. Edges must be sealed immediately after trimming. Pre-finished doors are acceptable with prior approval. Pre-finished doors equal to Graham Doors by ASSA ABLOY (plain sliced red oak).

3.5 ADJUST AND CLEAN

A. Re-hang or replace doors, which do not swing or operate freely, Refinish or replace doors damaged during installation.

B. Manufacturer shall advise Contractor of proper procedures required for protection of installed wood doors from damage or deterioration until acceptance of the work.

SECTION 084010

ALUMINUM DOORS AND FRAMES

1.1 Description: This section includes the furnishing and installation of a complete aluminum entrance assembly, including framing, glass and glazing, hardware, and components as detailed and specified.

1.2 Related Sections:

1.3 Submittals: Submit in accordance with the Statement of Work.

A. Product Data:

1. Submit manufacturer’s descriptive literature and product specifications.

2. Include information for factory finish, hardware, accessories, and other required components.

3. Sample of finish.

B. Shop Drawings:

1. Submit shop drawings covering fabrication, installation and finish of specified systems.

2. Include following:

a. Fully dimensioned plans and elevations with detail coordination keys.

b. Locations of exposed fasteners and joints.

3. Provide detailed drawings of:

a. Composite members.

b. Joint connections for framing systems and for entrance doors.

c. Anchorage.

d. System reinforcements.

e. System expansion and contraction provisions.

f. Glazing methods and accessories.

g. Internal sealant requirements.

4. Schedule of finishes.

a. Samples:

1. Submit manufacturer’s standard samples indicating quality of finish.

2. Where normal texture or color variations are expected, include additional samples illustrating range of variation.

5. Test Reports:

a. Standard Systems: Submit certified copies of previous test reports substantiating performance of system in lieu of retesting. Include other as necessary.

6. Qualification Data:

a. Submit installer qualifications verifying years of experience.

7. Manufacturer’s Instructions: Submit manufacturer’s printed installation instructions.

8. Wind Load Calculations:

a. Provide Wind Pressure inward and outward Wind Pressure calculations sealed by a licensed engineer in the state of Mississippi.

b. The design Wind Speed: 165 mph (ASCE 7-10), Exposure B, Importance Factor IV.

c. Design Pressures: -30 psf Zone 4; -37 psf Zone 5.

1.4 Manufacturers

A. Acceptable Manufacturers:

1. Kawneer NA

2. Coral Architectural Products

3. Trulite Architectural Products

4. Oldcastle Building Envelope

5. CRL US Aluminum Architectural Products

6. Or Approved Equal

PART 2 - PRODUCTS

2.1 Aluminum Entrance Doors

A. Interior Aluminum Single-Action Entrance Doors shall be equal to:

1. Kawneer 190 Standard Entrance System, narrow stile.

2. Provide 1/4” (LSG) laminated safety glass, reference specification Section 08800 – Glazing.

B. Hardware shall be equal to Kawneer standard.

1. Door Closers: Single acting Norton 1601 surface closer with backcheck and with adjustable hold open. Mount closers on interior of doors.

2. Provide continuous geared hinge on all aluminum door openings.

3. Panic devices on exterior door openings shall be furnished with Sargent 8400Ad concealed exit device, or Approved Equal.

4. Pulls: CO-9 pull handles.

5. Floor Stops: 2-1/8" high and 2-3/8" long, rubber cushioned.

C. Finish shall be Class I anodic coating conforming to Aluminum Association DAF- 45 and AAMA 611. Color by CO.

PART 3 - EXECUTION

3.1 Installation

A.3.1.1 Entrance Doors and Storefront Systems shall be installed by experienced workmen. Install all sections plumb, true, and level, securely anchored to building frame in accordance with manufacturer's recommendations and details shown on approved shop drawings. All sealants, gaskets, etc., are to be applied as recommended by the manufacturer.

B.3.1.2 Protect all aluminum surfaces as recommended by manufacturer.

1. Apply in the field, a neat, even, protective coating of alkali resistant asphaltum base paint to aluminum surfaces remaining exposed, and which will come in contact with concrete or plaster.

2. Paint carbon steel (not galvanized) coming in contact with aluminum with zinc chromate primer and one coat of aluminum metal and masonry paint or one coat of heavy bodied aluminum paint.

3. Apply waterproof masking tape to aluminum surfaces remaining exposed to the interior of the building, which may be splattered, etc., to be applied as recommended by the manufacturer.

4. Apply petroleum jelly to aluminum surfaces exposed on the interior of the building which may be splattered with mortar, paint, and other similar materials. Protect surrounding surfaces to prevent staining from petroleum jelly or other materials used to protect the aluminum.

3.2 Guarantee

A. The entire assembly shall be guaranteed watertight upon completion and any necessary measures to correct leaks shall be performed by the Contractor without cost to the Owner for a period of two years from the completion and acceptance of the building.

End of Section

SECTION 08 58 00

ALUMINUM SLIDING WINDOWS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Aluminum, heavy-duty commercial sliding windows as indicated on drawings and sections.

1.2 RELATED WORK

A. Section 07 92 00, JOINT SEALANTS: Sealing Joints.

1.3 APPLICABLE PUBLICATIONS

Comply with references to extent specified in this section.

American Architectural Manufacturers Associations (AAMA):

AAMA/WDMA/CSA 101/I.S.2/A440-17 Windows, Doors, and Skylights.

AAMA 505-17 ........................... Dry Shrinkage and Composite Performance Thermal Cycle Test

Procedures.

AAMA 2605-20 ......................... Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and

Panels.

AAMA TIR A8-16 ...................... Structural Performance of Composite Thermal Barrier Framing

System.

C. American Society of Civil Engineers/Structural Engineering Institute (ASCE/SEI):

7-16 Minimum Design Loads for Buildings and Other Structures.

D. American Society of Heating, Refrigerating and Air-Conditioning Engineers (ASHRAE):

90.1-19 ..................................... Energy Standard for Buildings Except Low-Rise Residential Buildings.

E. ASTM International (ASTM):

B209-14 .................................... Aluminum and Aluminum-Alloy Sheet and Plate.

B221-14 .................................... Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.

E283-19 .................................... Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.

E331-00(2016) .......................... Water Penetration of Exterior Windows, Skylights, Doors, and

Curtain Walls by Uniform Static Air Pressure Difference.

1.4 SUBMITTALS

Submit accordance with the Statement of Work.

Product Data: Submit Manufacturer’s technical data substantiating that products comply .

Shop drawings: Submit for fabrication and installation of windows. Include details, elevations, and installation requirement of finish hardware and cleaning.

Certificates: Provide printed data in sufficient detail to indicate compliance with the contract documents.

1.5 DELIVERY, STORAGE, AND HANDLING

Deliver windows crated to provide protection during transit and job storage.

i. Inspect windows upon delivery for damage. Unless minor defects can be made to meet the Contracting Agent’s specifications and satisfaction, damaged parts should by removed and replaced.

ii. Store windows at building site under cover in dry location.

iii. Do not lay building materials or equipment on windows.

iv. Project conditions: Field measurements—check opening by accurate field measurement before fabrication. Show recorded measurements on shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of work.

1.6 WARRANTY

All material and workmanship shall be warranted against defects for a period of one (1) year from the original date of purchase.

2.0 PRODUCTS

2.1 ACCEPTABLE MANUFACTURER’S

Basis of Design: Design is based on aluminum sliding service window…

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