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FOR NEW CONSTRUCTION <br />EXPANSION BOLTS <br />FOR EXISTING CONSTRUCTION <br />AND CONCRETE INSERTS <br />3. EXPANSION SHIELDS SHALL BE USED IN SLABS OR BEAMS OF 4" MIN. DEPTH. <br /> AND LARGER USE 3"x3"x1/4" ANGLE IRON. <br />2. FOR PIPES UNDER 2" USE 1-1/2"x1-1/2"x1-1/4" ANGLE IRON. FOR PIPES 2" <br />1. REFER TO PIPE HANGER DETAIL FOR HANGER ROD SIZE. FOR CEILING SUSPENDED <br /> EQUIPMENT PROVIDE MIN. 3/8" DIA. HANGER ROD (REFER TO MANUFACTURERS <br /> INSTALLATION INSTRUCTIONS). <br />NOTE 1 <br />NTS <br />NTS <br />TYPICAL SPRINKLER DROP <br />PENDENT SPRINKLER HEAD <br />TYPICAL UPRIGHT SPRINKLER HEAD <br />AND SPRINKLER DROP <br />TYPICAL SPRINKLER DROP <br />TYPICAL METHODS OF SECURING HANGER <br />RODS TO CONCRETE DECK DETAIL <br />INSTALLATION DETAILPLUMBING PIPE HANGER <br />NTS <br />NTS <br />NTS <br />NTS <br />HANGER ROD TO STRUCTURE <br />BRASS UPRIGHT SPRINKLER <br />HEAD <br />1" x 1/2" REDUCER <br />1"SUPPLY <br />SPRINKLER <br />BRANCH <br />ROOF SLAB <br />CONCRETE <br />FLOOR OR <br />CONSTRUCTION AND STEEL <br />CONCRETE INSERTS FOR NEW <br />CONSTRUCTION (SEE NOTE 3) <br />EXPANSION SHIELD FOR EXISTING <br />CLIP <br />ANGLE <br />HANGER ROD <br />SUPPORT NUT <br />CLEVIS HANGER <br />LOCKING NUT <br />SUPPORT NUT <br />HANGER ROD <br />LOCKING NUT <br />PIPE <br />7' <br />8' <br />10' <br />12' <br />11' <br />9' <br />15" <br />1" <br />1 1/4" <br />PIPE SIZEROD SIZE <br />3/8" DIA. <br />1/2" DIA. <br />2" <br />2 1/2" <br />10" & 12" <br />3" THRU 8" <br />3/4" <br />7/8" <br />5/8" 1 1/2" <br />PIPE <br />HIGH DENSITY <br />CLEVIS HANGER <br />INSULATION <br />3" AND LARGER <br />2 1/2" THRU 3" <br />PIPE SIZE <br />UP TO 2" <br />12" LONG FOR PIPES <br />INSULATION SHIELD, <br />12" <br />6" THRU 8" <br />4" AND 5" <br />HANGER ROD SCHEDULE <br />INSULATION 12" LONG <br />HANGER ROD SPACING <br />MAX. ALLOWABLE SPACING <br />NOTES: <br />REFER TO FIRE PROTECTION SPECIFICATIONS AND CONFORM TO MANUFACTURER'S INSTALLATION REQUIREMENTS <br />THE FIRE PROTECTION SUB-CONTRACTOR SHALL INSTALL MULTI-PORT BRACKETS AND ADJUSTABLE HUBS PER CEILING AND <br />SPRINKLER MANUFACTURER'S INSTALLATION REQUIREMENTS. <br />ALL SPRINKLERS SHALL BE INSPECTED FOR PROPER INSTALLATION <br />ACOUSTICAL CEILING TILE INSTALLATION <br />STRUCTURED CEILING INSTALLATION <br />ALL FLEXIBLE CONNECTIONS <br />SHALL EXTEND FROM TOP <br />OF SPRINKLER BRANCH PIPING <br />SPRINKLER BRANCH PIPING <br />MULTI-PORT BRACKET ADJUSTABLE HUB <br />CORRUGATED STAINLESS STEEL HOSE <br />WITH STEEL BRAID <br />(REFER TO SPECIFICATIONS FOR LENGTH <br />OF HOSE) <br />FLEXIBLE SPRINKLER DROP <br />SUSPENDED T-BAR GRID <br />(BY OTHERS)SPRINKLER AS SPECIFIED <br />FINISHED CEILING <br />(BY OTHERS) <br />ADJUSTABLE HUBMULTI-PORT BRACKET <br />SELF TAPPING <br />SCREWS <br />SPRINKLER SPECIFIED <br />METAL/WOOD STUD <br />(BY OTHERS) <br />NTS <br />TYPICAL SPRINKLER RETURN BEND DROP <br />FLEXIBLE SPRINKLER BRANCH CONNECTION <br />SPRINKLER HEAD LOCATED IN <br />HUNG CEILING <br />CEILING TILE AS SPECIFIED <br />SPRINKLER BRANCH PIPING <br />SPRINKLER HEAD IN CEILING <br />PIPING TO FINISHED <br />INSTALL NEW HEAD & <br />REMOVE EXIST. & <br />1" RETURN BEND DROP TO <br />CEILING <br />(EACH SIDE OF ANGLE) <br />NUT & WASHER <br />(SEE NOTE 1) <br />HANGER ROD <br />(SEE NOTE 1) <br />HANGER ROD <br />ANGLE IRON <br />TURNBUCKLE <br />SPRINKLER BRANCH <br />BRASS PENDENT SPRINKLER HEAD <br />HANGER @ EACH SPRINKLER HEAD <br />1"SUPPLY1" x 1/2" REDUCER <br />HANGER ROD TO STRUCTURE <br />HEAD IN RECESSED ESCUTCHEON. <br />SEMI RECESSED PENDANT TYPE SPRINKLER <br />FINISHED CEILING <br />1" x 1/2" REDUCER <br />HANGER @ EACH SPRINKLER DROP <br />FINISHED CEILING <br />COVER PLATE <br />1"DROP NIPPLE <br />1" x 1/2" REDUCER <br />CONCEALED TYPE <br />SPRINKLER HEAD <br />SPRINKLER BRANCH <br />HANGER ROD TO STRUCTURE <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 3330` <br />f.954.903.9300 <br />f 954.903 9301 <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 />1 2 /1 1 /2 0 1 8 4 :3 2 :2 3 P M <br />C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t <br />FP00-01 <br />FIRE PROTECTION <br />DETAILS <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 />NO. ISSUE DATE <br />PERMIT SET 12.06.2018