SECTION STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS

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1 SECTION STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General, Supplementary, and Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes: 1. Steel doors and frames manufactured in accordance with SDI Recommended Standards. 2. Factory primed doors and frames to be field painted. B. Related Sections include the following: 1. Section "Unit Masonry Assemblies" for building-in of anchors and grouting of frames in masonry construction. 2. Section "Glazing" for glass and glazing. 1.3 QUALITY ASSURANCE A. Provide doors and frames complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as herein specified. 1.4 SUBMITTALS A. Product Data: Submit manufacturer's technical product data substantiating that products comply with requirements. Include construction details, materials, dimensions, hardware preparation, core, label compliance, profiles, and finishes. B. Shop Drawings: Submit for fabrication and installation of steel doors and frames. Include details of each frame type, glazed openings, elevations of door design types, conditions at openings, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. 1. Provide schedule of doors and frames using same reference numbers for details and openings as those on Contract Drawings. 2. Indicate coordination of glazing frames and stops with glass and glazing requirements. Steel Doors and Frames

2 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames cardboard-wrapped or crated to provide protection during transit and job storage. B. Inspect doors and frames upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all respects to new work and acceptable to Architect; otherwise, remove and replace damaged items as directed. C. Store doors and frames at building site under cover. Place units on minimum 4 inches high wood blocking. Avoid use of non-vented plastic or canvas shelters which could create humidity chamber. If cardboard wrapper on door becomes wet, remove carton immediately. Provide 1/4 inch spaces between stacked doors to promote air circulation. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide steel doors and frames by one of the following: 1. Amweld Building Products, Inc. 2. Ceco Corp. 3. Fenestra Corp. 4. Kewanee Corp. 5. Pioneer Industries. 6. Republic Builders Products. 7. Steelcraft Manufacturing Co. 2.2 MATERIALS A. Hot-Rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled, complying with ASTM A 569 and ASTM A 568. B. Cold-Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. C. Galvanized Steel Sheets: Zinc-coated carbon steel sheets of commercial quality, complying with ASTM A 526, with ASTM A 525, G60 zinc coating, mill phosphatized. Steel Doors and Frames

3 D. Supports and Anchors: Fabricate of not less than 18 gage sheet steel; galvanized where used with galvanized frames. E. Inserts, Bolts, and Fasteners: Manufacturer's standard units. Hot-dip galvanize items to be built into exterior walls, complying with ASTM A 153, Class C or D as applicable. F. Shop Applied Paint: Apply after fabrication. 1. Primer: Rust-inhibitive enamel or paint, either air-drying or baking, suitable as a base for specified finish paints complying with ANSI A FABRICATION, GENERAL A. Fabricate steel door and frame units to be rigid, neat in appearance and free from defects, warp or buckle. Wherever practicable, fit and assemble units in manufacturer's plant. 1. Internal Construction: Manufacturer's standard honeycomb, polyurethane, polystyrene, unitized steel grid, vertical steel stiffeners, or rigid mineral fiber core with internal sound deadener on inside of face sheets where appropriate in accordance with SDI standards. B. Clearly identify work that cannot be permanently factory-assembled before shipment, to assure proper assembly at project site. Comply with SDI-100 requirements as follows: 1. Interior Doors: SDI-100, Grade II (Heavy-Duty), Model 1 (Full Flush- Hollow Steel Construction), minimum 18-gage cold-rolled sheet steel faces. 2. Exterior Doors: SDI-100, Grade III (Extra Heavy-Duty), Model 3 (Seamless-Hollow Metal Construction or Model 4 (Seamless-Composite Construction) to suit internal construction; minimum 16-gage galvanized sheet steel faces. C. Fabricate exposed faces of doors and panels from only cold-rolled steel. D. Tolerances: Comply with SDI-117. E. Fabricate frames, concealed stiffeners, reinforcement, edge channels, and moldings from either cold-rolled or hot-rolled steel (at fabricator's option). F. Fabricate exterior doors, panels, and frames from galvanized sheet steel in Steel Doors and Frames

4 accordance with SDI-112. Close top and bottom edges of exterior doors as integral part of door construction. G. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat Phillips heads for exposed screws and bolts. H. Finish Hardware Preparation: Prepare doors and frames to receive mortised and concealed finish hardware in accordance with approved Finish Hardware Schedule and templates provided by hardware supplier. Comply with applicable requirements of ANSI A 115 series specifications for door and frame preparation for hardware. I. Reinforce doors and frames to receive surface-applied hardware. Drilling and tapping for surface-applied finish hardware may be done at project site. J. Locate finish hardware as indicated on approved shop drawings or, if not indicated, in accordance with "Recommended Locations for Builder's Hardware", published by Door and Hardware Institute. K. Shop Painting: Clean, treat, and paint exposed surfaces of steel door and frame units, including galvanized surfaces. 1. Clean steel surfaces of mill scale, rust, oil, grease, dirt, and other foreign materials before application of paint. 2. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive finish paint. 2.4 STEEL DOORS A. Provide metal doors of types and styles indicated on Drawings or schedules. 2.5 STEEL FRAMES A. Provide metal frames for doors, transoms, sidelights, borrowed lights, and other openings, of types and styles as shown on drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate frames of minimum 14-gage cold-rolled steel. 1. Fabricate frames with mitered and fully welded corners. 2. Form exterior frames of galvanized steel. B. Door Silencers: Except on weatherstripped frames, drill stops to receive 3 silencers on strike jambs of single door frames and 2 silencers on heads of double door frames. C. Plaster Guards: Provide 26 gage steel plaster guards or mortar boxes, welded to Steel Doors and Frames

5 frame, at back of finish hardware cutouts where mortar or other materials might obstruct hardware operation and to close off interior of openings. D. Butt Reinforcement: 10 inches long by 1/4 inch thick by full width of frame welded to frame at each butt location. 2.7 STOPS AND MOLDINGS A. Provide stops and moldings around glazed panels, and in frames to receive doors, where indicated. B. Formed fixed stops and moldings integral with frame, unless otherwise indicated. C. Provide removable stops and moldings where indicated or required, formed of not less than 20 gage steel sheets matching steel of frames and furnished with synthetic rubber gaskets. Secure beads to frames on secure side of opening with oval-head, countersunk phillips-head fasteners not more than 12 inches on centers. Miter folded shapes at corners. Butt or miter square or rectangular beads at corners. Form corners with butted hairline joints. D. Glazing arrangements shall accommodate glass thickness indicated. Glazing materials shall be as specified under Section "Glazing". PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install standard steel doors, frames, and accessories in accordance with approved shop drawings, manufacturer's data, and as herein specified. B. Placing Frames: Comply with provisions of SDI-105 "Recommended Erection Instructions For Steel Frames", unless otherwise indicated. 1. Except for frames located at in-place concrete or masonry and at drywall installations, place frames prior to construction of enclosing walls and ceilings. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders leaving surfaces smooth and undamaged. 2. In masonry construction, locate 3 wall anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Steel Doors and Frames

6 Acceptable anchors include masonry wire anchors and masonry Tee anchors. 3. At in-place concrete or masonry construction, provide 3 completed opening anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb, set frames and secure to adjacent construction with machine screws and masonry anchorage devices. Grout all frames at jambs. 4. In metal stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels. In closed steel stud partitions, attach wall anchors to studs with tapping screws. Fill in space between hollow metal frames and metal stud construction solidly with grout. C. Door Installation: 1. Fit hollow metal doors accurately in frames, within clearances specified in SDI-100. D. Glazing: Comply with requirements of Section ADJUST AND CLEAN A. Prime Coat Touch-up: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touch-up of compatible air-drying primer. B. Final Adjustments: Check and readjust operating finish hardware items, leaving steel doors and frames undamaged and in complete and proper operating condition. END OF SECTION Steel Doors and Frames