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<br />,/jt'~11 ~ <br />g- J3 .7&8"~3J93 <br /> <br />., "'" - - .'.. .... <br /> <br />P .'02 <br />I. .. , <br />I <br />I <br />i <br /> <br />KENNETH C. ZECHIEL. PE <br />8766 Bareln Circle <br />RJvervJew, FL 33569--4950 <br />813/677-7119 <br /> <br />October 19 I 1994 <br /> <br />City of Zephyrhills 6uiJding Qe~BrtmeM~ <br />Ihs~ectioh Division <br />5335 Eighth Stre~t <br />Z~phyrhillB, FL ~~540 <br /> <br />REr Ryme~ Construotlon, Inc. <br />Time SBver Addition <br />Formed Concrete Tie SB~m <br /> <br />Gent 1 eme!"!: <br /> <br />The Plans hote, on the above pt'Qjt!ot I th~t & 16" <br />tie basM Ie requi~ed. Du~ to the pIecing of the <br />Struotursl St~el Joiste snu the tie-in to the <br />Exietihg 6Uilding e cOHtinuous full 16" ti~ <br />beam would not fit to m~tch ~he Existing <br />Building Slope. ThereFore 8M 8" In the F~cn~ of the <br />BUilding to 12" 'to the ....eer would be neQeseat'y to <br />obtain the necesssry slope to Metch the Exi~tinQ <br />8Uilding. The Cono~ote Bnd Steel Stresses were <br />checked for this now design shd were Found to <br />etill meet the 1991 St~~derd SUilding Code. <br /> <br />Thi~ l~tter the~ is to S~rve e~ my epprbval nf thi~ <br />new design. Should you hsve any questions, =l~ase <br />ee 11 rl1e. <br /> <br /> <br />F" . ~. OS!33'1 <br /> <br />. <br />'i <br />