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2130 E 17th St - Plan
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5/30/2025 1:40:33 PM
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5/30/2025 8:00:52 AM
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Plan
Permit Number
101112794
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2130 E Seventeenth St Unit# A
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101112794 - Permit
(Permit - Plan)
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\Building\Permits\S\Seventeenth St\2130 E Seventeenth St Unit# A
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ESR-1308 | Most Widely Accepted and Trusted Page 17 of 21 <br />For SI: 1 inch = 25.4 mm, 1 foot =304.8 mm, 1 psf = 4.88 kg/m2, 1 gallon = 3.81 L, 1 sq. ft. = 0.0929 m2, 1 psi = 6.89 kPa, 1 lbm = 0.45 kg, 1 sq. in. = 645.16 mm2. <br />1. Roof Covering: Roof covering consisting of hot-mopped or cold application materials compatible with insulation(s) described in Item 2 <br />that provide Class A, B or C coverings. <br />2. Roof Insulation—Mineral and Fiber Boards: The boards must comply with ASTM C612, Type 1A or 1B; 24-by-48-inch minimum size, <br />maximum size 48 by 96 inches, to be applied in six layers. Boards to be installed perpendicular to gypsum wallboard direction, with end <br />joints staggered 2 feet in adjacent rows. Each layer of board must be offset, in both directions, from layer below a minimum of 12 inches <br />in order to lap all joints. Minimum board thickness is 1 inch (No limit on maximum overall thickness.) <br />3. Sheathing Material (Optional): Vinyl film vapor barrier, applied with adhesive to the gypsum wallboard. Adjacent sheets overlapped <br />2 inches. <br />4. Gypsum Sheathing: Water-resistant core gypsum sheathing complying with ASTM C79. Supplied in sheets nominally 2 by 4 feet to 4 by <br />12 feet, by nominal 5/8 inch thick. Minimum weight is 2.0 psf. Applied perpendicular to the steel roof deck direction with adhesive, or laid <br />loosely. End joints to occur over crests of steel roof deck, with end joints staggered 2 feet in adjacent rows. <br />5. Steel Roof Deck: Minimum 0.019-inch-thick (26 gage), minimum 1-inch-deep, minimum 25-inch-wide, painted or galvanized, fluted steel <br />deck. Flutes must be approximately 4 inches on center, crests approximately 2 3/4 inches wide. As an alternate, 11/2-inch-deep, minimum <br />18-inch-wide fluted galvanized steel deck is permitted. Minimum 0.029-inch-thick (22 gage) flutes must be 6 inches on center, crest width <br />ranging from 31/2 to 5 inches. Deck must be welded to supports with welding washers spaced 12 inches on center. Side lap joints of <br />adjacent units welded or secured together with No. 12 by 1/2-inch self-drilling, self-tapping steel screws midway between steel joists. <br />6. Fasteners: <br />A. Adhesive (Optional): BMCA Insulation Products Inc.: May be applied between crests of steel roof deck and gypsum sheathing in <br />1/2-inch-wide ribbons, 8 inches on center, at 0.4 gallon per 100 square feet. May also be applied in 1/2-inch-wide ribbons, 6 inches on <br />center, at 0.4 gallon per 100 square feet, between gypsum sheathing and vapor barrier, and between gypsum boards and roof <br />insulation when vapor barrier is omitted. May also be applied at the same rate between layers of roof insulation. <br />B. Mechanical Fastener: (Not shown) Any steel nail or steel clip designed for the purpose may be used to attach one or more layers <br />of insulation to steel roof deck (through gypsum sheathing). The gypsum sheathing may also be attached directly to the steel roof <br />deck with the mechanical fasteners. <br />C. Hot Asphalt or Coal Tar Pitch: (Not shown) May be used as an alternate to adhesive between layers of roof insulation, at a rate <br />not to exceed 35 pounds per 100 square feet. <br />7. Steel Joists: Type 10J4 or 12K1 minimum size. 10K1 size may be used when limited to a span of 12 feet 0 inches, maximum. As an <br />alternate, any LH Series steel joists spanning no greater than 60 feet may be used. For spans greater than 60 feet, LH Series joists may <br />be used, provided their vertical deflection under total load must not be greater than 1/244 of the joist span. <br />8. Bridging: Steel bars, 1/2 inch in diameter, welded to top and bottom chords of each joist. <br />9. Cold-rolled Channels: Number 16 MSG cold-rolled steel channels, 11/2 inches deep with 9/16-inch flanges must be placed on lower chord <br />of joists and secured with 18 SWG galvanized steel wire. Installed perpendicular to joists, the channels must be located as required to <br />provide hanger wire attachment points. <br />When steel joists are spaced more than 5 feet on center, two cold-rolled channels must be placed back to back and tied together with a <br />double strand of 18 SWG galvanized steel wire at 24 inches on center. The double channels installed perpendicular to the joists and <br />spaced a maximum of 48 inches on center may be placed on top of the joists' bottom chord and tied to each joist with a double strand of <br />18 SWG galvanized steel wire, or suspended below the joists with 12 SWG galvanized steel wire wrapped around the cold-rolled <br />channels and with the other end wrapped around the bottom chord of the joists. <br />FIGURE 6—8500 SERIES ONE-HOUR FIRE-RESISTANCE-RATED ASSEMBLY <br />2130 E 17th St - <br />10111279406/07/23
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