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<br />11 I:~:~~I <br /> <br /> <br />~ <br />N <br /> <br />9 <br />4000psi SLAB REINF. wi <br />. ~IWF 6x6-W2.9xW2.9 <br /> <br /> <br />LOW MOISTURE <br />GRANULAR FILL <br /> <br />COL. BASE PL. <br />AND ANCH. BY <br />VENDOR DWG'S. <br /> <br />EXIST. EDGE <br />OF SLAB <br />SEE 11/S2.01 <br /> <br />#4@12" <br /> <br />4-#4 <br /> <br />. <br /> <br /> <br />SHIELDING PLATE BY <br />VENDOR DRAWINGS <br />#4@18" EACH WAY <br />TOP & BOTTOM <br /> <br />CENTERED <br />IN WALL <br />2x4 KEY <br /> <br />4'-0" /:: <br />"''>. "",,\:; <br />SECTION AT M.R.!. PIT <br /> <br /> <br />-1l~\v~\~ <br /> <br />5 STANLEY D. LINDSEY <br />~ AND ASSOCIATES LTD. <br />u <br />I::: STRUCTURAL ENGINEERS <br />T N ASH V IL L E. TEN N E SSE E <br />U Project Number 100127.10 <br />R OFFICES III ATLAIlT A. .JACKSOIl. LEXIIlGTOIl <br />E LOUISVILLE. ...E...PHIS. T.....PA >>40 ORL>>400 <br /> <br />Project EAST PASCO MEDICAL CENTER <br />Diagnostics Shell Addition <br />Phase II & Phase III <br /> <br />Project No. <br />100127.10 <br /> <br />Date <br />9IW1 <br /> <br />Location <br /> <br />ZEPHYRHILLS, FLORIDA <br /> <br />Reference Sheet Sheet No. <br />S2.02 <br /> <br />Architect <br /> <br />SSK-5 <br /> <br />Earl Swensson Architects, Inc. <br />