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F G H I J K M <br />2 <br />3 <br />4 <br />L <br />4 <br />1 <br />6 <br />S40-01 <br />6 <br />S40-01 <br />6 <br />S40-01 <br />TYP <br />OPP <br />HAND <br />17'-0"7 EQUALL SPACES 17'-0" <br />CMU SCREEN WALL EXIST CONC CURB <br />EXIST SCREEN WALL <br />EXIST SCREEN WALL <br />EXIST CURB <br />EQ <br /> <br />E <br />Q <br />CMU SCREEN WALL <br />5 <br />S40-01 <br />5 <br />S40-01 <br />5 <br />S40-01 <br />MOVABLE PARTITION <br />BELOW, SEE ARCH <br />MOVABLE PARTITION <br />BELOW, SEE ARCH <br />MOVABLE PARTITION <br />BELOW, SEE ARCH <br />2 <br />3 <br />3 <br />3 <br />3 3 <br />3 3 3 3 3 3 3 3 <br />33 <br />4 <br />3 <br />3 <br />1 EXISTING 7" THICK, ONE-WAY, POST-TENSIONED CONCRETE SLAB <br />3 NEW SLAB OPENINGS. NO CABLES OR REBAR SHALL BE CUT TO INSTALL THE OPENINGS. EXISTING REINFORCING AND PT CABLES <br />SHALL BE LOCATED USING X-RAY DETECTION BEFORE THE OPENINGS ARE CUT. REFER TO NOTE DE-10 ON SHEET S0-00 FOR MORE <br />INFORMATION ABOUT CREATING SLAB CUTS. <br />4 NEW CMU WALL BELOW. DO NOT ANCHOR TO UNDERSIDE OF POST-TENSIONED SLAB <br />2 EXISTING 12" THICK, TWO-WAY, POST-TENSIONED CONCRETE SLAB <br />1423 <br />A <br />C <br />B <br />1423 <br />A <br />C <br />SHEET NUMBER <br />TITLE <br />Approved <br />Checked <br />Drawn <br />Job Number <br />ISSUE CHART <br />CONSULTANTS <br />KEYPLAN <br />PROJECT <br />B <br />FIRM CERTIFICATION C.A #6057 <br />JOHN MOULDER P.E: #33200 <br />CARLOS E. JIMENEZ P.E: #47923 <br />JOHN J. PETERS RCDD #193108R <br />BR+A CONSULTING ENGINEERS <br />2600 DOUGLAS ROAD, SUITE 1100 <br />CORAL GABLES, FL 33134 <br />t. 305.529.1515 <br />THORNTON TOMASETTI <br />101 NE THIRD AVENUE, SUITE 1170 <br />FORT LAUDERDALE, FL 33301 <br />f.954.903.9300 <br />f 954.903 9301 <br />C.O.A. #7519 <br />ESI CONSULTING ENGINEERS, INC <br />1315 NW 98TH CT. <br />UNIT 15, DORAL, FL 33172 <br />t. 305.418.9177 t 305.418.9178 <br />HVAC <br />STRUCTURAL ENGINEERS <br />ELEC + PLUM + FPRO + TECH <br />INMAN FOODSERICE GROUP <br />1330 CORAL WAY <br />SUITE 310 <br />MIAMI, FL 33145 <br />FOOD SERVICE <br />PE <br />R <br />M <br />I <br />T <br /> <br />S <br />E <br />T <br /> <br />1 <br />2 <br />. <br />0 <br />6 <br />. <br />1 <br />8 <br />FIRM CERTIFICATION C.A #26243 <br />IGOR F. GONZALEZ P.E: #56098 <br />DEREK WASSINK, PE <br />FL PE #55303 <br />SEAL/SIGNATURE <br />1 /9 /2 0 1 9 4 :5 5 :2 9 P M <br />C :\U s e r s \e s e a r c h \D o c u m e n t s \0 0 R E V I T P R O J E C T S \K 1 8 0 9 3 .0 0 - S I B G A T E W A Y \K 1 8 0 9 3 .0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 .r v t <br />S10-02 <br />FLOOR PLAN -LEVEL 02 <br />Checker <br />Author <br />810495.000 <br />Approver <br />SIB -GATEWAY <br />PARK <br />Copyright © 2018 Perkins+Will <br />PROJECT ADDRESS: <br />151 Sunny Isles Blvd <br />Sunny Isles Beach, FL <br />33160 <br />2800 Ponce De Leon Blvd <br />Suite 1300 <br />Coral Gables, FL 33134 <br />t 305.569.1333 <br />f 305.569.1334 <br />www.perkinswill.com <br />SCALE: 1/8" = 1'-0"1 LEVEL 02 - FRAMING PLAN <br />SCALE: 1/8" = 1'-0"2 PLAN KEYNOTES <br />SLAB MAY BE CORE DRILLED TO ACCOMODATE MISCELLANEOUS NEW <br />PIPE AND CONDUIT. X-RAY THE EXISTING SLAB AT THE LOCATIONS <br />OF NEW PENETRATIONS TO VERIFY LOCATION OF EXISTING TENDONS <br />AND REBAR. PENETRATIONS SHALL BE LOCATED TO AVOID THE <br />CUTTING OF ANY EXISTING TENDONS AND REBAR, UON. <br />NO. ISSUE DATE <br />PERMIT SET 12.06.2018 <br />1 Revision 1 01.09.2019 <br />1