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<br />. (F---=-,-c-,":,,"",~_"7,'--=- <br /> <br /> ~ <br /> -II <br /> V <br /> k <br /> / <br />\I <br /> <br />"tRUCiURAL <br /> <br />iEEL <br />ERV,CES <br /> <br />FAX.: (8' 3) 572.-4045 <br /> <br />DOM\N\C FRAGOMEN\, p.E. <br /> <br />April 10, 2002 <br /> <br />pHONE (813) 573-7833 <br /> <br />L <br /> <br />R.M. Williams Contractors <br />P.O, Box 18284 <br />Tanipa, FL 33679 <br /> <br />f. <br />f-; <br />(:) <br /> <br />AtL Mackey wiUiams <br /> <br />(0 <br />tt.' <br />U! <br />_J <br />5 <br />W <br />~ <br />m <br />m <br /> <br />Re', Tank Replacernent <br />zephyrhiUs Natural Spring Water <br /> <br />Dear Mackey, <br />Attached are 6 copies of sketch sheets SKI & SK2 showing the structural steel design for <br />the replaceUlent roof in the area where the neW tank will go in. The following General Notes <br />will apply to the neW steel. <br />I. StruC~ural steel design, fabrication & erOCtion shall be in accordance with AISC <br />"SPEC1FICATlON FOR THE DESIGN, F ,\BRiCA TION & ERECIlON Of <br />STRUCTURAL STEEl- BUILDINGS", ninlh addition. <br />2. All structural steel shapes and plate shall be !>,STM. 106. <br />3. All bolts shall be ASTM A325 , <br />4. Welding electrodes shall have a roinillll1Ul yield strength oPO j;si <br />5. All welders shall be AlSC CertifIed. <br />6, Wind Velocity used is 120 rnph, <br />7, Live Load is 20 psf. <br /> <br />lfyonl1llve any questions, please call <br /> <br />t... <br /> <br />Y1r(f <br />\\\ <br />~ <br /> <br />Dorni' <br /> <br />. <br /> <br />CL.EARWATER, t - <br /> <br />\. <br /> <br />P.O. 60X 17249 <br /> <br />. <br /> <br />13095 49TH STREET NORTH <br /> <br />Jrt~v <br />