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FIRE PROTECTION AS-BUILTS NOTE <br />FIRE STANDPIPE (WET) <br />WET SPRINKLER PIPE <br />FIRE PROTECTION UNDERGROUND <br />FIRE PROTECTION <br />F <br />FSP <br />SPR <br />F <br />SPRINKLER DRAIN <br />SIDEWALL SPRINKLER HEAD <br />CONCEALED, SEMI-RECESSED HEADS <br />UPRIGHT SPRINKLER HEAD <br />CAPPED PIPE <br />CHECK VALVE <br />ARROW INDICATES DIRECTION OF FLOW <br />SD <br />CV <br />FLOW SWITCH <br />VALVE IN VERTICAL <br />STRAINER <br />FIRE DEPARTMENT VALVE AND TYPE <br />WATERTIGHT SLEEVE <br />VIV <br />CV <br />FDVC-A <br />FS <br />FDV-A <br />FLOOR CONTROL VALVE ASSEMBLY <br />DOUBLE CHECK VALVE ASSEMBLY <br />FIRE DEPARTMENT CONNECTION & TYPE <br />RPBP <br />DCVA <br />FCVA <br />FDC-A <br />ABOVE FINISHED FLOORAFF <br />REDUCED PRESSURE BACKFLOW PREVENTOR <br />FIRE DEPARTMENT VALVE CABINET AND TYPE <br />CHECK VALVE W/ AUTOMATIC BALL DRIP <br />INDICATING VALVE WITH SUPERVISORY SWITCH <br />ARROW INDICATES DIRECTION OF SLOPE DOWN <br />NON-INDICATING VALVE <br />DP PIPE DROP <br />DN <br />UP <br />PIPE DOWN <br />PIPE UP <br />PRESSURE REDUCING VALVEPRV <br />HOSE END DRAIN VALVEDV <br />FREE STANDING ROOF HYDRANT <br />EXISTING SPRINKLER HEAD TO BE REMOVED AND <br />PIPING EXTENDED TO NEW SPRINKLER HEAD <br />CONNET TO EXISTINGCTE <br />FIRE PROTECTION LEGEND SYMBOLS AND ABBREVIATIONSSPRINKLER HEAD LEGEND <br />FIRE PROTECTION GENERAL NOTES <br />SPRINKLER HEADS <br />REMOVED <br />SPRINKLER HEADS <br />INSTALLED <br />96 69 <br />DIFFERENCE OF -27 SPRINKLERS <br />SPR <br />F <br />F <br />SD <br />FSP <br />IF THE FIRE SPRINKLER SYSTEMS ARE OUT OF SERVICE FOR ANY EXTENDED PERIOD OF TIME (GREATER THAN 24 HOURS) <br />IN PROJECT WORK AREA, AN APPROVED FIRE WATCH SHALL BE PROVIDED FOR ALL PARTIES LEFT UNPROTECTED BY THE SHUTDOWN <br />UNTIL THE SPRINKLER SYSTEM HAS BEEN RETURNED TO SERVICE. SEE NFPA-101 (2009 EDITION) SECTION 9.7.6.1. <br />HOSE DEMAND: <br />250 GPM <br />WET <br />REMARKS: <br />1. PROVIDE ADDITIONAL SPRINKLERS AS <br />NECESSARY IN ORDER TO COORDINATE WITH <br />ANY OBSTRUCTIONS. <br />2. ALL SPRINKLER MAINS SHALL BE MINIMUM 3" <br />IN SIZE. <br />3. PROVIDE HIGH TEMPERATURE 286 °F <br />SPRINKLERS IN AREAS WHERE CEILING <br />TEMPERATURE COULD BE MORE THAN 100 °F <br />LIGHT HAZARD OCCUPANCY <br />DENSITY: 0.10 GPM/FT ²AREA OF APPLICATION: <br />1500 FT ² <br />SPRINKLER MAX <br />PROTECTION AREA: <br />196 FT ²/SPRINKLER <br />DESIGN CRITERIA <br />THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED <br />AND INSTALLED ACCORDING TO NFPA-13 <br />HOSE DEMAND: <br />250 GPM <br />WET <br />REMARKS: <br />1. PROVIDE ADDITIONAL SPRINKLERS AS <br />NECESSARY IN ORDER TO COORDINATE <br />WITH ANY OBSTRUCTIONS. <br />2. ALL SPRINKLER MAINS SHALL BE <br />MINIMUM 2" IN SIZE. <br />3. PROVIDE HIGH TEMPERATURE 286°F <br />SPRINKLERS IN AREAS WHERE CEILING <br />TEMPERATURE COULD BE MORE THAN 100°F <br />ORDINARY HAZARD GROUP 2 <br />DENSITY: 0.20 <br />GPM/FT2 <br />AREA OF APPLICATION: <br />2500 FT2 <br />SPRINKLER MAX <br />PROTECTION AREA: <br />130 FT2/SPRINKLER <br />THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED <br />AND INSTALLED ACCORDING TO NFPA-13 <br />DESIGN CRITERIA <br />QUICK RESPONSE 5.6 165° ALL LOCATIONS <br />5.6 165° <br />ELECTRIC/MECH ROOMS <br />SPRINKLER HEADS SHALL BE CHROME <br />FINISH U.L. LISTED <br /> EXPOSED AREAS <br />QUICK RESPONSE BRASS FINISH EXTERIOR TEFLON <br />COATED. PROVIDE HEAD GUARDS IN <br />MECH/ELECT <br />5. <br />1. FIRE PROTECTION SYSTEM SHALL BE IN COMPLIANCE WITH THE LOCAL FIRE <br />CODES, ORDINANCES AND INSTALLED IN ACCORDANCE WITH THE LATEST <br />SPRINKLER SYSTEM TO BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION <br />SPRINKLER HEADS RATED @ 165 DEGREES F., 1/2" ORIFICE WITH 5.6 'K' FACTOR. <br />CONTRACTOR TO MAKE ALL NECESSARY OFFSETS PER JOB CONDITION AND <br />CONTRACTOR SHALL COORDINATE WITH STRUCTURE AND OTHER TRADES BEFORE <br />INSTALLATION OF SPRINKLER WORK. <br />CONTRACTOR. <br />CODES AND STANDARDS. <br />2. <br />3. <br />4. <br />6. <br />SPARE SPRINKLERS OF SAME TYPE AND TEMPERATURE RATING ON PREMISES. <br />CONTRACTOR TO PROVIDE OR VERIFY THAT THERE ARE AT LEAST (6) SIX <br />INSTALL PIPING TIGHT TO STRUCTURE WHERE POSSIBLE. <br />7. <br />SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE HEADS.8. <br />10. <br />9. <br />ELEVATOR SHAFTS AND ELECTRIC ROOMS SHALL BE INSTALLED WITH <br />SPRINKLER HEADS IN MECHANICAL ROOMS, ELEVATOR MACHINE ROOMS, <br />HEAD GUARDS. <br />BALANCED CEILING PATTERN UNLESS SHOWN OTHERWISE. <br />SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILE AND PRESENT A NEAT <br />SPRINKLER SYSTEM TO BE DESIGNED FOR LIGHT HAZARD OCCUPANCY.11. <br />BLACK STEEL ASTM/A.53 FOR 4" AND LARGER. <br />OF THE SPRINKLER DEFLECTOR AND THE TOP OF STORAGE, FILE SHELVING, ETC. <br />SPRINKLER PIPING SHALL BE ALLIED XL 1" THROUGH 3" AND SCHEDULE 40 <br />PROVIDE AND MAINTAIN A MINIMUM CLEARANCE OF 18" BETWEEN THE BOTTOM13. <br />12. <br />TO NEW HEAD LOCATIONS TO PROVIDE COMPLETE SPRINKLER COVERAGE. <br />CONTRACTOR SHALL REMOVE EXISTING SPRINKLER HEADS AND EXTEND PIPING <br />14. CONTRACTOR SHALL INSTALL SPRINKLERS UNDER DUCTS & OTHER OBSTRUCTIONS <br />OVER 4 FEET IN WIDTH. INSTALL IN EQUIPMENT ROOMS WITH EXPOSED CEILING. <br />15. CONTRACTOR SHALL PROVIDE TEFLON COATED HEADS IN ALL EXPOSED AREAS TO PREVENT <br />OXYDIZING. <br />A. NFPA 13, 2013 EDITION <br />B. NFPA 14, 2016 EDITION <br />C. NFPA 20, 2016 EDITION <br />D. FLORIDA BUILDING CODE, 2017 EDITION <br />E. FLORIDA FIRE PREVENTION CODE, 2017 EDITION <br />K-FACTOR TEMPERATURE LOCATION <br />REMARKSTYPE <br />SPRINKLER HEAD COUNT <br />FIRE PROTECTION CONTRACTOR IS REQUIRED TO SUBMIT FIRE PROTECTION AS BUILT PLANS <br />UPON COMPLETION OF THE PROJECT. COMPLETION IS DEFINED AS THE OWNER <br />RECEIVING A "CO" AND FIRE INSPECTOR HAS FINALIZED AND APPROVED THE <br />INSTALLATION. <br />AS BUILTS SHALL BE SUBMITTED IN ELECTRONIC FASHION IN EITHER AUTOCAD <br />FORMAT OR SCANNED FILES IN PDF FORMAT. <br />AS BUILTS SHALL BE LEGIBLE AND NEAT. AS BUILTS WILL BE RETAINED BY <br />ARCHITECT AND ENGINEER FOR RECORDS OF CHANGES TO THE SYSTEM. AS BUILTS <br />WILL BE SUBMITTED TO OWNER THROUGH ARCHITECT AND ENGINEER. <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 />FP00-00 <br />FIRE PROTECTION <br />LEGEND & NOTES <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 />FIRE PROTECTION SHEET INDEX <br />Sheet Number Sheet Name <br />FP00-00 FIRE PROTECTION LEGEND & NOTES <br />FP00-01 FIRE PROTECTION DETAILS <br />FP10-01 LEVEL 01 - FIRE PROTECTION <br />NO. ISSUE DATE <br />PERMIT SET 12.06.2018