WATERTOWN REGIONAL AIRPORT T-HANGAR SPECIFICATIONS 8 UNIT MODEL LK42

Transcription

1 1. BUILDING DIMENSIONS WATERTOWN REGIONAL AIRPORT T-HANGAR SPECIFICATIONS 8 UNIT MODEL LK42 The eight unit building and electric bifold doors to be similar to those produced by Fulfab, Inc., 1525 Whipple Avenue SW, Canton, OH 44710, (800) , or approved equal, as a completely integrated system to the following dimensions: BASE BID Clear door width-minimum 41 8 Overall building length Overall building width 50 0 Stall depth 32 0 Clear door height (open position) 12 0 Clear tail width - minimum BUILDING CONTRACT PHASES A. Building and bifold door material, steel erection B. Concrete foundation and floor C. Electrical 3. DESIGN REQUIREMENTS A. The building, bifold doors and other individual elements shall be designed to withstand the dead load of the structure and the following live loads: 1. Live load - 50 lbs. per square foot 2. Wind Velocity - 90 miles per hour B. In addition to the above loads the roofing shall be of sufficient strength so that, with the roof purlin or joist spacing used, it will safely carry a concentrated load of two hundred fifty (250) pounds applied to any one (1) square foot area. C. Deflection shall be as specified in applicable design codes. D. The roof for all units shall have a minimum one-twelfth (1/12) pitch, but not greater than threetwelfths (3/12). E. Design shall comply with applicable local building code regulations, the 2012 IBC code, and in accordance with AISI and AISC requirements.

2 4. DRAWINGS A. Fabrication of the hangars shall not start until approved shop drawings are returned to the manufacturer. B. All design drawings shall contain the seal of a Registered Professional Engineer. C. Shop drawings shall show pertinent details of construction, methods of assembly, materials and finishes employed, dimensions, fasteners, and details of anchorage. D. Contractor must comply with all conditions of all applicable building codes and shall obtain all necessary building and electrical permits, shall provide all necessary review drawings, and shall pay all associated permit fees. E. Upon completion of the project, the contractor shall provide the owner with a complete set of "as-built" drawings. The "as-built" drawings shall show all final dimensions, location, electrical, mechanical, and foundation details. 5. MATERIALS A. Hot-rolled and structural steel shall conform to the current chemistry requirements of the American Society for Testing and Materials Specification (ASTM) A36 with a minimum guaranteed yield stress of 36,000 lbs per square inch (PSI) or A572 with a minimum guaranteed yield stress of 50,000 PSI. B. Light gauge structural steel for cold-formed members shall conform to the current chemistry requirements of ASTM A653 with a minimum guaranteed yield stress of 50,000 PSI, or ASTM A653 or A245 with a minimum yield stress of 33,000 PSI. C. High tensile bolts shall conform to the current requirements of ASTM A325 with heavy head, short thread and heavy nuts. Other bolts shall conform to the current requirements of the ASTM A307 - Grade A. All bolts shall be electro-galvanized plated. D. Galvanized steel shall conform to the current requirements of ASTM A653. The class of zinc coating shall be a minimum of.90 ounces per square foot. E. Diagonal rods shall be fabricated from steel conforming to the current requirements of ASTM A WALL AND ROOF COVERING AND FASTENERS A. Exterior wall and bifold door sheeting shall be 26 gauge, ASTM A792 Grade 80-AZ50 galvalume, with a one mil siliconized polyester finish selected from manufacturer's standard offerings and carrying a 20-year warranty. Panels shall have major-ribs of at least 1-1/4" high on a maximum of 12" centers. Panels to be factory pre-punched for application to framing members and shall be continuous from base to roof. Panels to be fastened with #14 x 3/4" self-tapping zinc-plated screws with bonded neoprene washers. Fasteners to be color coated to match wall and door sheeting. B. Roof sheeting shall be 26 gauge, ASTM A792 Grade 80-AZ50 galvalume with acrylic,

3 protective coating and carrying a 20-year warranty. Panels shall have major-ribs of at least 1-1/4" high on a maximum of 12" centers. Panels shall be continuous from ridge to eave with a 12" overhang beyond the face of the bifold doors. Fasten panels to purlins with # 12 x 1" heavy-duty zinc/aluminum/cast alloy headed self-drilling screws with bonded washers. Stitch screws to be #14 x 7/8" and similar in construction. C. Interior partitions shall be 29 gauge, ASTM A653 Grade 80-G90 galvanized, pressed rib panels. Sheeting should extend from floor level to roof with allowance for expansion to prevent buckling and flashing to seal each unit. Panels to be fastened with #12 x 3/4" zincplated self-drilling screws. 7. FLASHING steel A. Adequate prefinished flashing shall be provided at all joints to make sections weather-tight and to provide a pleasing appearance. Flashing and metal trim shall be shop fabricated so that no field cutting is required. No flashing shall be lighter than 26 gauge prefinished galvalume with same finish as wall and roof panels. Flashing shall be assembled and connected in such a manner that under full load conditions on the building, there will be no buckling or interference with doors or other moving parts of the building. B. The gable ends of the building shall be made weather-tight by the use of a rake flashing. The flashing shall provide an architecturally pleasing appearance. 8. ELECTRIC BIFOLD DOORS A. Each unit shall be furnished with an electrically-operated bifold overhead door. Each door shall be controlled by a constant pressure two button switch controlling a single phase electric motor, worm gear speed reducer and dual chain drive. B. Doors shall be designed to withstand their own dead load plus the required design wind load. Cables shall be galvanized and designed in accordance with current American Wire and Cable Codes. Cables shall be capable of supporting the door in the open position with a safety factor of two (2). C. Bifold door frames shall be made of galvanized steel complying with ASTM A653, Grade 50- Class 2, 14 gauge, G165 finish and fabricated for field bolted assembly. D. A walk-in door (approximately 36" x 77") opening inward, with a lockset shall be provided in the bifold door for each hangar. Door shall have a factory applied baked enamel finish. Lockset shall be an exterior commercial grade, stainless steel finish, cylinder type. That portion of the door and frame receiving the lockset and strike shall be solid core to provide a firm anchoring for the lock and strike. Hangar pass doors shall be keyed different. All door locks shall also be keyed alike to a master key system. Two (2) keys for each door lock and two (2) masterkeys shall be provided. Spring hinges shall be securely installed with pins inside the hangar. E. Provide a full length durable nylon, reinforced, two (2) ply astragal weatherstrip at sill and head of each door assembly. The material must resist sun, heat, freezing and tearing when

4 frozen to ice. The weatherstrip at the door head shall also be attached to the roof in a manner to provide a weatherproof joint between the door and the top of the hangar. Door jambs shall be sealed by steel overlap flashings or appropriate rubber weatherstrips. F. The door shall be equipped with jamb locks to lock the door in the closed position. The locks may be manually operated to secure the door, but shall be so designed to release automatically when the door is to be opened to prevent warping and over stressing the door members and lifting mechanism. Provide automatic operating cane bolts at door sill. Cane bolts shall engage and disengage automatically in floor plates as door is opened and closed. G. Provide hinges at head and meeting door leaves properly placed and adequately designed to carry loads applied from wind, door loads, etc. and to provide smooth door operation without binding. All roller assemblies on doors shall be provided with grease fittings. H. Provide factory-trained assistance for door erection. Erect doors in accordance with manufacturer's recommendations and approved trade practice. Doors shall be hung plumb and true to building and shall open in a smooth continuous motion without binding and warping. Adjust all rollers, cables, shafts, hinges, locks, cane bolts, etc., for proper operation. I. The operating motor shall be one (1) H.P. minimum, driving a worm gear speed reducer; reversing, and capable of completely opening or closing the door within two (2) minutes. Motors shall be one hundred ten (110) volts, single-phase. The door shall be capable of being stopped and restarted, up or down, in any position. The operating unit shall be equipped with limit switches for automatic stop at the fully-opened and fully-closed positions. The operating mechanism shall be controlled by a two (2) button "dead man" control switch, wall-mounted approximately four (4) feet above the floor and (1) one foot (6) six inches from the hangar door. Provide a wall-mounted fused disconnect switch in vicinity of operating switch. 9. FABRICATION A. All building components less than 1/8" thick shall be manufactured from galvanized steel. Components greater than 1/8" thick shall have a one mil shop coat of rust inhibitive paint. B. Steel framing shall be factory punched for assembly by bolting; sidewall framing members shall be prepunched to accurate dimensions. C. Welding shall be done in accordance with The American Welding Society Code for building construction. 10. FOUNDATION A. The site prior to construction shall be prepared by others and consist of soil graded to elevation necessary for placement of T-Hangar concrete floor. T-Hangar building contractor shall be responsible for any final site work necessary to construct concrete floor and foundation at final elevation. B. The work includes the construction of a concrete foundation designed in accordance with the building manufacturer's requirements and all applicable local codes. Installation shall include pouring the foundation to a smooth finish. C. The foundation shall be designed to accommodate the hangar selected based upon allowable

5 soil bearing pressure of 2,000 PSF. Footing depth shall be as required by local codes, with necessary anchor bolts placed therein to which the framework of the building may be securely attached. Anchor bolts shall not be less than one-half (1/2) inches in diameter. D. The center piers shall be of sufficient size to properly carry the load imposed by the building and the live plus dead load. E. Concrete shall be 4,000 PSI at 28-day strength, air entrained. Contractor shall accept Responsibility for accurate location of anchor bolts and piers, as well as accuracy of levelness, dimensions, and squareness of foundation. 11. CONCRETE FLOORS A. This work includes the construction of the Portland cement concrete floor below the entire T-Hangar area in accordance with generally accepted building procedures and any applicable building codes. B. Construction of the floor shall be supervised by a person thoroughly familiar with and completely trained and experienced in the necessary skills of concrete installation. In addition, adequate numbers of skilled workmen shall be present at the site to insure proper handling and installation of concrete flooring. C. Prior to construction, concrete installation areas shall be compacted to ninety-five (95%) percent of its maximum unit weight and be graded smooth to receive final material. D. All concrete shall be 4,000 PSI at 28-day strength, air entrained, slump test not to exceed three (3) inches. Concrete shall be provided from a reputable batch and mixing plant. Any concrete that does not meet these requirements shall be removed and replaced at hangar building contractor's expense. The concrete slab shall be steel and/or fiber mesh reinforced.. E. Construction joints shall be placed in slabs on approximately twelve (12) feet centers to prevent eroding, aircraft bay joints shall be quartered to ensure a uniform look. A fiber expansion material shall be placed between all asphalt and concrete surfaces. F. Concrete shall have a smooth trowel finish. G. All concrete slabs shall be cured with an approved concrete sealant. H. All concrete slabs shall be cured with an approved concrete sealant. 12. ERECTION A. Buildings shall be installed in a workman-like manner. Erect members plumb and true with a minimum amount of field cutting, drilling and shimming. The contractor shall provide factory assistance during the erection of the hangars, sufficient to ensure complete and proper erection of the hangar and doors. The contractor shall machine any sharp edges to a smooth finish as determined acceptable by the owner.

6 B. Field burning of members will be allowed only upon written approval of engineer. C. Field painting, except for touch-up of scratches, will not be allowed. Any panel requiring extensive painting shall be replaced. D. All panels shall be secured with a fastener spacing not greater than that recommended by manufacturer and by applicable code. E. Members that are warped or bent are unacceptable and shall be replaced, if, in the owner's opinion, they are unserviceable and cannot be corrected within fabrication tolerances. 13. ELECTRICAL WORK A. Contractor shall provide all electrical work necessary for a fully-operational hangar, including exterior flood lighting. B. Electrical service shall be brought to the building site by others. C. All electrical work shall be in accordance with the latest edition of the National Electric Code and meet all applicable local codes. Permits are required from local authorities and shall be obtained and paid for by the Contractor. D. Each individual hangar unit shall have the following circuits: one (1) twenty (20) amp, one hundred ten (110) volt for hangar bifold door motor; one (1) twenty (20) amp, one hundred ten (110) volt for interior overhead light fixtures, and one (1) twenty (20) amp, one hundred ten (110) volt receptacle circuit. E. Each unit shall be supplied with one hundred fifty (150) watt overhead lamps and fixtures with protection cage, as shown on the plans. The lamp fixtures shall be located above each wing. The lamps shall be operated by one (1) switch located on the inside face of the column located nearest to the access door in the bifold door. Each unit shall also contain duplex three (3) prong receptacles, one hundred ten (110) volts rated at twenty (20) amp located as shown on the plans. F. In addition to the above service, for each unit there shall also be the required electrical hook-up for the electrically operated bifold doors. This will involve connecting the one hundred ten (110) volt one (1) H.P. electric door motors to the cam switch, as shown in the drawings. Electrical service to the doors will be provided at an overhead junction box. Provide the balance of wiring and thin wall conduits as prescribed at the National Electric Code (NEC) and local codes to complete this portion of the work.