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1220 Marcin Street <br />Visalia. CA 93291 TTCaDC^IIi[52 <br />Sheet I of <br />(209)-733-2438 <br />Fax (209)-733-7194 <br />rower Model - HDX-572 <br />lax. .Allowable Antenna Area (sq. ft.): 22.8 (376 lb. wind load) <br />^ 1 ft. above top of tower) <br />(ax. Allowable Antenna Weight (lbs); 200 <br />ce Load : None <br />tov. Codes, Stresses and Materials (Min) <br />3524 <br />^ ^900/99 <br />Iniform Building Code <br /><’ind Loading <br />structural Steel <br />(All shapes, plates, bars, angles) <br />•elding <br />■ot Dip Galvanize, All Metal <br />Hardware <br />Headed Foundation Bolts <br />Reinforced Concrete <br />Reinforcing Steel <br />structural Square Tubing <br />•tructural Pipe <br />‘•olts: Tower & Accessories <br />■poxy — Rebar to Concrete <br />oundation and Soils <br />Passive Pressure <br />1994 Edition <br />70 Mph Basic Wind Speed,' Exp. B <br />ASTM A36 (F-y = 36 ksi) <br />AWS Dl.l E7018 <br />ASTM A123 <br />ASTM A153 <br />ASTM A307 or ASTM A36 <br />2000 psi Strength @ 28 days <br />ASTM A615 <br />ASTM A500 Gr. B <br />ASTM A53 Gr. B (or ASTM A501) <br />ASTM A325 <br />ASTM C-8C1 Type 3 Grade 3 <br />1000 psf Bearing (tl = dl+ll) <br />100 psf/ft of depth <br />le Engineer shall not be responsible for errors and omissions in the project <br />ot in conformance with these calculations and the Uniform Building Code <br />1994 Edition. <br />le Engineer accepts no responsibility for field inspection during construction <br />>r for the method of construction. <br />is the responsibility of the Contractor to point out any points of conflict <br />I'he Engineer that will not allow for the tower to be built as per specs <br />id drawings. <br />is tower has been designed only for the antenna loads within these calcs.. <br />.y additional loads or discrepancy shall be brought to the Engineer’s attention. <br />le engineering and design of antenna(s) and antenna mount(s) are not with- <br />. the scope of these calculations.