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   PART 1 - GENERAL

    01 SECTION INCLUDES

    A. Fiberglass reinforced plastic doors and frames.

    02 REFERENCE STANDARDS

    A. ANSI/NWMA I.S.1 - Industry Standard For Wood Flush Doors (Includes Standards I.S.1.1 through I.I.S.1.7).

    B. NWMA - National Woodwork Manufacturers Association, "Industry Standard 1-Wood Doors, Commercial Standard CS171".

    C. AWI - Quality Standards of Architectural Woodwork Institute.

    D. ASTM E90 - Measurement of Airborne Sound Transmission Loss of Building Partitions.

    E. ASTM E152 - Methods of Fire Tests of Door Assemblies.

    F. NEMA Ld3 - High Pressure Decorative Laminates.

    G. NFPA 80 - Fire Doors and windows.

    H. NFPA 252 - Standard Method of Fire Tests for Door Assemblies.

    I. NWWDA - National Wood Window and Door Manufacturers Association.

    J. UL 10B - Fire Tests of Door Assemblies.

    1.02 QUALITY ASSURANCE

    A. Each door shall be marked by manufacturer identifying type and performance.

    1.03 SUBMITTALS

    A. Submit the following in accordance with Section 01300.

    B. Door Schedule: Using same reference numbers for openings as those indicated on Engineer's Door Schedule.

    C. Shop drawings and product data indicating:

    1. Door elevations

    2. Location and type of provisions in doors for scheduled hardware attachment.

    3. Door construction showing type of core, type of stiles, rails, and internal blocking for hardware attachment.

    4. Thickness and type of veneer and crossbands.

    5. Type of finish for all door edges.

    6. Cutouts for louvers and glazing where required in doors.

    7. Type of glass stops.

    8. Fire-resistance ratings where applicable

    9. Doors with thresholds, undercut bottom edges and other special features.

    10. NOTE: Shop fabrication work tickets are NOT acceptable submittals.

    D. Manufacturer's Product Data: Clearly describing full compliance with requirements of this section including quality of door construction, core material, face veneers and fire rating.

    1.04 DELIVERY, HANDLING, STORAGE

    A. Doors shall be delivered to job-site in accordance with Section 01600.

    B. Store and protect doors in accordance with manufacturer's recommendations and Section 01600.

    1. Store doors flat on a level surface in a dry, well-ventilated building. If doors are stored at the job-site for more than one week, all edges MUST be sealed using type of sealer recommended by manufacturer.

    2. Do not store doors on edge.

    3. Cover doors to keep clean and avoid discoloration with an opaque covering which does not permit light to penetrate. Covering MUST allow air circulation.

    4. Do not subject doors to extremes of heat and/or humidity conditions. Relative humidity shall not be less than 30 percent or more than 60 percent.

    5. Handle doors with clean gloves. Do NOT drag doors across one another or across other surfaces.

    1.05 WARRANTY

    A. Contractor shall furnish the door manufacturer's written certificate guaranteeing the doors against warpage, delamination, telegraphing and faulty materials for 5 years.

   PART 2 - PRODUCTS

    03 ACCEPTABLE MANUFACTURERS - PLASTIC DOORS AND FRAMES

    A. Vega Technologies, Inc., Marshall, AR., Fib-R-Dor, Little Rock, AR.

    B. Fenestra Corporation, Erie, Pennsylvania.

    C. Corrosion Proof Products, Inc., Waterloo, Nebraska

    04 PLASTIC FRAMES

    A. Type: 5-3/4" commercial/industrial quality pultruded frames.

    B. Provisions in Frames for Hardware: Prepare frames at factory for installation of hardware.

    1. Mortise, reinforce, drill and tap frames to templates to receive mortised template hinges, lock strikes, flush bolts, and overhead door closers.

    2. Reinforcing Plates: Provide for mortised hardware and lock strikes.

    3. Cover Boxes: Welded to frame in back of hardware cutouts.

    4. Silencers: Provide three rubber silencers on lock side of single doors and one silencer for each leaf in heads of double-door frames.

    B. Anchors:

    1. Stainless steel clip angle shall be welded to bottom of each jamb member for anchoring to floor construction.

    2. For Masonry Walls: Three 18 gage stainless steel anchors at each jamb up to 7'-6" height; one additional anchor required for each 18 inches or fraction thereof over 7'-6" height.

    3. For Metal Stud Partitions: Four 18 gage galvanized steel anchors at each jamb up to 7'-6" height; one additional anchor required for each 18 inches or fraction thereof over 7'-6" height.

    4. For Wood Stud Partitions: Four 18 gage galvanized steel wood stud anchors at each jamb up to 7'-6" high.

    2.02 PLASTIC DOORS

    A. Provide corrosion resistant doors constructed of crosslined polymer resins with glass fiber reinforcing.

    1. Thickness: 1-3/4".

    2. Outer sheet thickness: 1/8.

    3. Core: Foamed in place insulation.

    B. Provisions in Doors for Hardware:

    1. Mortise, reinforce, drill and tap to receive template hinges, cylindrical or mortise locks as required, flush bolts and closers.

    2. Provide special reinforcing for bored-type locks and latches.

    2.03 ACCESSORIES

    A. Accessories shall be installed in factory.

    B. Glass Type: As specified in Section 08800 and as scheduled.

    C. Glass Stops:

    1. For Non-Rated Doors: Rolled steel type, primed.

    2.04 PREPARATION FOR GLAZING

    A. Where doors and frames have glazed openings, provide openings with integral stop on one side.

    1. Provide removable glazing stop for other side.

    2. Form corners of removable stops with butted hairline joints.

    3. Prepare removable stops for installation with countersunk stainless steel screws spaced at not more than 8 inches on centers.

    4. Door lite frames and stops shall be flush type to avoid possible conflict with panic devices.

   PART 3 - EXECUTION

    05 FRAME INSTALLATION

    A. General:

    1. Install frames, and accessories in accordance with final shop drawings.

    2. Place frames prior to construction of enclosing walls and ceilings.

    3. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set.

    4. After wall construction is completed, remove temporary braces and spreaders leaving surfaces smooth and undamaged.

    B. At in-place concrete or masonry construction, secure frames to adjacent construction with machine screws and masonry anchorage devices.

    C. In Masonry Partitions:

    1. Install frames in close coordination with masonry work.

    2. Provide 1/4" space around perimeter of both sides of frames to receive sealing compound.

    3. Anchor frames to floor and temporarily brace to maintain vertical position. Leave spreaders in place until masonry is installed.

    4. Frames shall be grouted into masonry by the masonry trade.

    3.02 DOOR INSTALLATION

    A. Install doors in accordance with approved shop drawings.

    B. Doors shall fit squarely with frames and operate properly.

    1. Except as otherwise indicated, door clearances shall be not more than 3/32" at jambs and heads, and 5/8" maximum at bottom between door and concrete floor slab.

    C. Install hardware without forcing, with proper clearances and alignment, so that operation is smooth and easy, free of binding and/or twisting.

    D. Coordinate the work of this section with panic devices which cross over flush type door lite frames and stops.

    E. Coordinate installation of glass and glazing with Section 08800.

    3.03 ADJUST AND CLEAN

    A. Adjust doors and hardware for smooth and balanced door movement.

    B. Clean up hardware and adjacent surfaces upon completion. Do not use abrasives or liquid cleaners that will harm finishes.

    C. After installation, Contractor shall touch-up scratched and damaged surfaces.

    1. Dented or bent frames and doors shall be repaired as required with metal putty, sanded and primed with type of primer to match shop coating.

    2. Damaged units which cannot be repaired to meet Architect's approval shall be replaced with new units.

    END OF SECTION