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<br />TRUCTURAL <br />TEEL <br />ERVICES <br /> <br />./ <br /> <br />PHONE (813) 573-7833 <br /> <br />DOMINIC FRAGOMENI, P.E. <br /> <br />FAX: (813) 572-4045 <br /> <br />April 10, 2002 <br /> <br />R,M, Williams Contractors <br />P.O. Box 18284 <br />Tampa, FL 33679 <br /> <br />Att: Mackey Williams <br /> <br />Re: Tank Replacement <br />Zephyrhills Natural Spring Water <br /> <br />Dear Mackey, <br />Attached are 6 copies of sketch sheets SKI & SY~ showing the structural steel design for <br />the replacement roof in the area where the new tank will go in, The following General Notes <br />will apply to the new steel. <br />I, Structural steel design, fabrication & erection shall be in accordance with AISC <br />"SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF <br />STRUCTURAL STEEL BUILDINGS", ninth addition, <br />2. All structural steel shapes and plate shall be ASTM A36, <br />3, All bolts shall be ASTM A325, <br /> <br />4. Welding electrodes shall have a minimum yield strength of70 ksi. <br />5, All welders shall be AISC Certitled. <br />6. Wind Velocity used is 120 mph, <br />7, Live Load is 20 psf <br /> <br />If you have any questions, please call. <br /> <br />JrjJC1/ <br /> <br />~~ <br /> <br />Dominic Fragomeni, P.E. <br /> <br />P.O. BOX 17249 <br /> <br />. <br /> <br />13095 49TH STREET NORTH <br /> <br />. <br /> <br />CLEARWATER, FLORIDA 33762 <br />