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Garco Western <br />Garco Steel Building Syslems <br />General Contractors <br />P.O Box 1521 <br />Bellevue. Washington 98009 <br />August 22, 1983 <br />Lord Electric <br />P.O. Box 749 <br />Everett, Washington 98201 <br />Attn: Earl Dutton <br />REt .80 x 150,20 Warehouse <br />Dear Mr. Dutton: <br />Carco Western proposes to furnish and erect one Carco Steel Building with <br />the following specifications: <br />1. Size: 80 f_. wide by 150 ft. long with an eave heigth of 20 ft. <br />2. Primary Framing: TRY (Tapered Rigid Frame) as shown on page 10 of the <br />enclosed brochure. <br />_t. Design Loading: 25 p.s.f. live loading, 20 p.s.f. wind loading. <br />4. Roof Slope: 2:12. <br />5. Bay Spacing: 6 bays at 25 ft. on center. <br />6. Roof and Wall Sheeting: Roof and walls to be 26 gauge galvanized steel <br />sheeting, factory painted any Garco color.(/)%LeC1�K/Gt.�i,,cx�it/�ii�ta�f• <br />7. Overhead Doors: (3) 12 x 16, 24 gauge galvanized steel panels, prime <br />painted white overhead doers. Chain hoist. <br />B. Walk Doors: (3) 3068 hollow metal doors and door frames with weatherseal <br />kit, door bottom and threshold. <br />9. Insulation: 1-1/2" fiberglass blanket insulation .6b density with white <br />vinyl facing, U.L. rated in roof and walls. <br />10. Skyl.ites: (24) skylites, 2 per side, per bay. <br />11. Concrete: 4" thick concrete slab with perimeter expanded slab edge. <br />Footings to have #4 rebar around perimeter and slab to have 6 x 6- <br />10 x 10 welded wire mesh. All concrete used to have minimum compressive <br />strength at 28 days of 2500 p.s.i. Slab area to be 80 x 125 with 6" <br />stem wall and footings in last 25' bay only. Vapor barrier under slab. <br />11.A. Gutters and Downspouts: Eaves to have continuous on the site extrided <br />gutters with downspouts to ground only. <br />