Attachment B - Sunny Isles Bldg Dept Annex, Bid Set

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.32cm [1/8"].95cm [3/8" ]2.54cm [1"]SIZE PER NFPA. HANGER ROD DIAMETER HANGER SPACING PENETRATING FLOOR.A HANGER.3. PROVIDE PIPE CLAMP AT EACH FLOOR FOR A RISERS 2. ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THAN ONE HANGER. ARMOVERS EXCEEDING 1 FT. SHALL HAVE NFPA-13. EACH SECTION OF PIPE SHALL HAVE NO LESS1. STEEL PIPE: MAXIMUM 12 FT. SPACING. SHALL BE THE DIAMETER APPROVED FORUSE WITH THE HANGER ASSEMBLY..63cm [1/4"].32cm [1/8"].32cm [1/8"].63cm [1/4"].63cm [1/4"].95cm [3/8" ].95cm [3/8" ].95cm [3/8" ].95cm [3/8" ].95cm [3/8" ]5.08cm [2"]6.35cm [2 1/2"]7.62cm [3"]3.81cm [1 1/2"]3.17cm [1 1/4"]NOTE:HANGER ROD DIAMETER IS THE MINIMUMMINIMUM DIA."A" DIMENSION, "B" (INCHES)CENTER I-BEAM CLAMPSWIVEL RING HANGERADJUSTIBLEOR"A" DIMENSION, MINIMUM DIA.HANGERSIDE BEAM ATTACHMENTSIDE BEAM ADJUSTABLEBAPIPE SIZE.95cm [3/8"].63cm [1/4"]10.16cm [4"]1.58cm [5/8"]1.27cm [1/2"]1.27cm [1/2"]1.58cm [5/8"].63cm [1/4"].63cm [1/4"].63cm [1/4"].63cm [1/4"]25.4cm [10"]30.48cm [12"]20.32cm [8"]15.24cm [6"]LENGTHSIZE, CUT TOTHREADED RODMINIMUN DIA.(INCHES)"A" DIMENSION, WEDGE ANCHORTOP BEAM CLAMP ABPIPE SIZESELF DRILLING CONCRETE SHEET #FIRE PROTECTION GENERAL NOTESDRAWING LISTFP001FIRE PROTECTION DEMOLITION FLOOR PLANFPD100FP101FIRE PROTECTION FLOOR PLAN ANNULAR SPACE.5/16" MAXIMUMOR CONDUIT.STEEL PIPEMAX. 12" DIA.WALLBOARD 2 HOUR GYPSUMWOOD OR CP 25 CAULK.3M FIRE BARRIERANNULAR SPACE.1-3/8" MAXIMUMMETAL PIPEOR CONDUIT.CP 25WB CAULK.1" DEPTH3M FIRE BARRIERMATERIAL1" MINERAL WOOL PACKINGUL CLASSIFEDSOLID CONCRETE ORBLOCK WALLFROM BACK FLOW PREVENTERWATER FLOW SWITCHCONNECTION 2'-0" ABOVE GRADE.TO FIRE DEPARTMENT SIAMESE3" FLANGE CONN.3" BUTTERFLY VALVE W/TAMPER SWITCH0-300 PSI, PRESSURE GUAGE, 1/4" MINPIPE3" TRANSITION GASKETTHRUST BLOCK3" SCH 40 BLACK STEEL2"" DRAIN LINE2" DRAIN VALVE3" 90° ELBOWCOVER MIN 2'-6"PIPING3" UNDERGROUNDPROVIDE SUPPORT FOR RISER AS PER NFPA 13TO BUILDING3" SUPPLYON OUTSIDE WALL.ELECTRIC BELL MOUNTEDADD WEATHER PROOFSTROBE NEXT TO BELLSEE FIRE ALARM PLANSFOR LOCATIONTO ELECTRICBELLSCALE: N.T.S.FIRE SPRINKER RISER DIAGRAM2SCALE: N.T.S.CONCRETE BLOCK WALL3DIA. METAL PIPE/CONDUIT THROUGH APENETRATION FIRESTOP FOR 6" MAX.SCALE: N.T.S.WALLBOARD ASSEMBLY4DIA. METAL PIPE THROUGH A GYPSUMPENETRATION FIRESTOP FOR 12" MAX. 1HANGER DETAILSSCALE: N.T.S.ASSEMBLY.STEEL STUD.HAZARD CATEGORYFIRE SPRINKLERAREA OF COVERAGETOTAL HOSEALLOWANCEDESIGN DEMAND(GPM/SQ. FT.) / SQ. FT.LH225 SQ. FT.100 GPM0.10 / 1,500LIGHT HAZARDOH1OH2ORDINARY HAZARD GROUP 1ORDINARY HAZARD GROUP 2130 SQ. FT.250 GPM0.15 / 1,500130 SQ. FT.250 GPM0.20 / 1,500RISER NIPPLEMANUFACTURERDOWNCALCULATIONSABBREVIATIONPOUNDS PER SQUARE INCHCALCULATEDSQUARE FEETSQUARE FEETFIRE DEPARTMENT CONNECTIONMINIMUMBACKFLOW PREVENTORDESCRIPTIONSQ. FT.SFFDCMINCALRNPSIMFGRDNBFPCALCSGALVNTSGALVANIZEDNOT TO SCALETAMPER SWITCHFLOW SWITCHFL.SW.TSHIGH TEMPERATURE UPRIGHT SPRINKLER HEAD212°NODE POINTS FOR HYDRAULIC CALCS.XFL.SW.F.S.FLOW SWITCHFIRE SIAMESE212°FFDCOS&YINTERMEDIATE TEMPERATURE SIDEWALL SPRINKLERHIGH TEMPERATURE PENDENT SPRINKLER HEADPENDENT SPRINKLER HEADFIRE MAINFIRE DEPARTMENT CONNECTION.OUTSIDE SCREW AND YOKE GATE VALVEUPRIGHT SPRINKLER HEADLOCATIONSWITHOUT CEILINGS & HEADSWHITE PAINTEDQUICK RESPONSEK=5.61/2"EXPOSED TO WEATHER212°F/100°C212°F/100°CEXPOSED TO WEATHERRECESSED PENDENT HEAD1/2"K=5.6WAX COATEDQUICK RESPONSEWHITE PAINTEDWITH CEILINGS & HEADSLOCATIONSEXPOSED CEILINGSWITH CEILINGSALL LOCATIONSNATURAL BRASSWHITE PAINTEDUPRIGHT HEAD135°F/57°C1/2"K=5.6QUICK RESPONSESTANDARD COVERAGEUPRIGHT (SIN: C3101-BV-QR UP) OR APPROVED EQUALCENTRAL MODEL BV-QRMODEL ID. NO. (TY3531) OR APPROVED EQUALCENTRAL-SERIES RFII-"ROYAL FLUSH II" QUICK RESPONSESTANDARD COVERAGEK=5.61/2"135°F/57°CCONCEALED PENDENT HEADUPRIGHT HEADWAX COATEDCENTRAL/TYCO OR APPROVED EQUAL CENTRAL/TYCO UPRIGHT (SIN: C3101-BV-QR UP) OR APPROVED EQUALSIDEWALL SPRINKLER HEAD212°F/100°CRECESSED PENDENT HEAD1/2"K=5.6QUICK RESPONSEWHITE PAINTEDWITH CEILINGS & HEADSLOCATIONSCENTRAL/TYCO OR APPROVED EQUAL IN NON-AIR-CONDITIONED SPACEWHITE PAINTEDCENTRAL/TYCO OR APPROVED EQUAL QUICK RESPONSESIDEWALL HEAD212°F/100°CK=5.61/2"PIPE RISE UPPIPE TURN DOWNCONNECT NEW PIPE TO EXISTING PIPE2.THE CONTRACTOR SHALL PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM LAYOUT (INCLUDING PIPING, SPRINKLERS,HANGERS; LOCATION OF CONTROL VALVES, RISER, FDC, DDCV, PIPE SIZES, ETC.), HYDRAULIC CALCULATIONS IN ACCORDANCE WITH NFPA 13, PRODUCT DATA SHEETS OF ALL PRODUCT TO BE USED FOR THE INSTALLATION OF THEFIRE SPRINKLER SYSTEM. SIGNED AND SEALED FIRE SHOP DRAWINGS SHALL BE PREPARED BY AN ENGINEER LICENSEDIN THE STATE OF FLORIDA AND REGISTERED UNDER CHAPTER 471 OF THE FLORIDA STATUTES WHO SHALL BE THE ENGINEER OF RECORD. THE SHOP DRAWINGS PREPARED BY THE ENGINEER OF RECORD WILL SERVE AS A GUIDE FOR THE FABRICATION AND INSTALLATION OF THE FIRE SPRINKLER SYSTEM.3.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND INSTALL A COMPLETE WORKING SYSTEM IN ACCORDANCEWITH NFPA 13, ALL APPLICABLE LOCAL CODES AND THE AUTHORITY HAVING JURISDICTION.4.IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO COORDINATE THE LOCATION OF ALL FIRE SPRINKLERSWITH REGARD TO BEAMS, MECHANICAL DUCTS & OTHER SIMILAR OBSTRUCTIONS TO THE FIRE SPRINKLERS DISCHARGE.ARCHITECTURAL, STRUCTURAL AND CIVIL ENGINEER PLANS SHALL BE OBTAINED TO PROPERLY SPACE THE FIRESPRINKLERS, PIPE ROUTING, LOCATION OF RISER AND ZONE CONTROL VALVE ASSEMBLIES.5.THE FIRE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A FIRE HYDRANT FLOW TEST NOT MORE THAN 6 MONTHSOLD TO PERFORM HYDRAULIC CALCULATIONS FOR APPROVALA. - SCH. 40 FOR 1" THRU 2" WITH SCREWED ENDSFITTING: STANDARDS. JOINTS: SCREWED, ROLL GROOVED. - THREADED: ANSI/ASME B1.20.1 FOR 2" AND SMALLER.TO PERFORM HYDRAULIC CALCULATIONS.11.13.2. 4. 5. 6.7. 9.10.12.3. 8.1. CODES AND ORDINANCES.DRAWINGS AND LISTED HEREIN.BE ARRANGED TO FACILITATE FLUSHING.FIRE PROTECTION PIPING:SHELVES OR CABINETS.FEET IN WIDTH.EQUIPMENT AND DEVICES INSTALLED.CODE SECTION 61G15-32.003 AND 61G15-32.004.17.STEEL PIPE (ABOVE GRADE): ASTM A53, ASTM A135 OR ASTM A795, UL LISTED, 300 PSIG WP, FM APPROVED FOR FIRE PROTECTION BLACK STEEL PIPE. EXTERIOR INSTALLED PIPING EXPOSED TO WEATHER SHALL BE SCH. 40 BLACK STEEL PAINTED - SCH. 10 FOR 2-1/2" AND LARGER WELDED OR GROOVED ENDS - THREADED: ANSI/ASME B16.4, CLASS 250 CAST IRON. - GROOVED: ASTM A536, DUCTILE IRON OR ASTM A47, MALLEABLE IRON APPROVED FOR USE BY THE COUPLING MANUFACTURER WITH LOW FLOW CHARACTERISTICS EQUAL TO OR BETTER THAN STANDARD FITTINGS, MIN. 300 PSIG WP. GROOVED FITTINGS TO BE VICTAULIC TYPE OR APPROVED EQUAL - MECHANICAL GROOVED COUPLING: UL LISTED, FM APPROVED FOR FIRE PROTECTION SERVICE, MIN. 300 PSIG WP, DUCTILE OR MALLEABLE IRON HOUSING, RUST INHIBITED NO-LEAD COATING, ZINC ELECTROPLATED HEAT TREATED BOLTS AND HEAVY HEX CARBON STEEL NUTS MEETING ASTM A183 - GROOVED: FOR 2-1/2" AND LARGER. GROOVE DIMENSIONS TO BE COMPATIBLE WITH LISTING OF COUPLING/FITTINGS USED AND OF THE SAME MANUFACTURER.THE FIRE PROTECTION SYSTEM INSTALLATION AND MATERIALS SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, NFPA 13, 25, 70, 72, 101 AND ALL LOCAL FIRE SPRINKLER SYSTEM TO BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR. THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT, PERMITS, FEES, INSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR THE COMPLETION OF THE FIRE PROTECTION SYSTEM SHOWN ON THE THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY BEND, OFFSET OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN THE SPACE ALLOCATED, OR FOR COORDINATION WITH OTHER TRADES. CONTRACTOR SHALL COORDINATE WITH STRUCTURE, CEILING GRID AND ELEVATION, AND OTHER MECHANICAL, ELECTRICAL AND PLUMBING SERVICES BEFORE FABRICATING AND INSTALLING SPRINKLER PIPING. MAKE OFFSETS IN PIPING AS REQUIRED PER FIELD CONDITIONS. MAINTAIN 6" CLEARANCE BETWEEN PIPING AND 1 AND 2 HOUR RATED WALLS INCLUDING CORRIDOR WALLS.ALL FIRE PROTECTION EQUIPMENT AND DEVICES SHALL BE U.L. LISTED AND/OR FM APPROVED. ALL PIPING, HANGERS, SUPPORT METHOD AND SPRINKLER HEADS TO BE INSTALLED IN STRICT ACCORDANCE WITH NFPA 13 AND ALL LOCAL CODES AND ORDINANCES.SPRINKLER HEADS SHALL BE U.L. LISTED AND FM APPROVED AS INDICATED IN SCHEDULE RATED FOR 175 PSI WORKING PRESSURE, AND PROVIDED IN ACCORDANCE WITH SCHEDULE SHOWN ON THIS SHEET OR APPROVED EQUAL FROM ANOTHER MANUFACTURER. PROVIDE HEAD GUARDS ON SPRINKLERS LOCATED IN MECHANICAL AND ELECTRICAL ROOMS. CONTRACTOR SHALL PROVIDE A WALL-MOUNTED SPRINKLER HEAD CABINET CONTAINING SPARE SPRINKLER HEADS AND WRENCHES FOR REPLACING THE HEADS IN ACCORDANCE WITH NFPA 13. PROVIDE AUXILIARY DRAIN CONNECTION FOR ALL TRAPPED SECTION OF PIPING. PROVIDE CONCRETE SPLASHBLOCKS AT TEST/DRAINS EXTERIOR DISCHARGES AS REQUIRED. CONTRACTOR SHALL PROVIDE FLUSHING CONNECTIONS AS REQUIRED. READILY REMOVABLE FITTINGS SHALL BE PROVIDED AT THE END OF ALL CROSSMAINS. ALL CROSSMAINS SHALL TERMINATE IN 1-1/4" OR LARGER PIPE. ALL BRANCH LINES ON GRIDDED SYSTEMS SHALL SPRINKLER HEADS SHALL BE A MINIMUM OF 18" ABOVE ANY FLOOR OBSTRUCTION, CONTRACTOR SHALL INSTALL SPRINKLERS UNDER DUCTS & OTHER OBSTRUCTIONS OVER 4 ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP.- CTC PR-855 0R 3M, CP-25 CAULKING OR 303 PUTTY, TO ACHIEVE SAME RATING AS WALLS OR FLOORS.PRESSURE TEST ABOVE GROUND PIPING HYDROSTATICALLY AT 200 PSIG FOR 2 HOURS IN ACCORDANCE WITH NFPA-13. FLUSH OUT ALL PIPING IN ACCORDANCE WITH NFPA-13. PROVIDE TYPED AND COMPLETED NFPA-13 TEST CERTIFICATE FOR ABOVEGROUND PIPING. ALL WATERFLOW AND SUPERVISORY SWITCHES SHALL BE TESTEDFOR PROPER OPERATION AND ANNUNCIATION. FURNISH TO OWNER'S REPRESENTATIVE ALLLITERATURE AND INSTRUCTIONS FOR THE PROPER OPERATION AND MAINTENANCE OF ANY CONTRACTOR SHALL PROVIDE FIRE SPRINKLER SHOP DRAWINGS, CUT SHEETS FOR ALL COMPONENTS AND HYDRAULIC CALCULATIONS TO BUILDING DEPARTMENT FOR APPROVAL PRIOR INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE TO REQUEST A FLOW TESTFIRE SPRINKLER SYSTEM SHOP DRAWINGS SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE 14.15.16.ALL VALVES CONTROLLING WATER SUPPLY SHALL BE PROVIDED WITH A SUPERVISORY (TAMPER) SWITCH. SUPERVISORY SWITCH SHALL BE 120 VOLT CLOSED CIRCUIT TAMPER SWITCH, U.L. LISTED AND FM APPROVED. FLOW SWITCHES SHALL BE PADDLE TYPE, SINGLE POLE, DOUBLE THROW WITH ADJUSTMENT FOR SENSITIVITY TO FLOW WITH TIME DELAY, U.L. LISTED AND FM APPROVED. COORDINATE LOCATION OF ALL FLOW AND TAMPER SWITCHES WITH ELECTRICAL CONTRACTOR.GATE VALVES 2" AND SMALLER SHALL BE O.S.&Y. THREADED BRONZE, RISING STEM, WEDGE DISC, 175 WWP. GATE VALVES 2-1/2" AND LARGER SHALL BE O.S.&Y. FLANGED IBBM RISING STEM, SOLID WEDGE DISC, 175 WWP. ALL GATE VALVES SHALL BE UL LISTED AND FM APPROVED. BUTTERFLY VALVES WITH INTEGRAL SUPERVISORY SWITCH MAY BE USED WHERE PERMITTED BY NFPA 13.ALL CONTROL, DRAIN, AND TEST CONNECTION VALVES SHALL BE PROVIDED WITH PERMANENTLY MARKED WEATHERPROOF METAL OR RIGID PLASTIC IDENTIFICATION SIGN IN ACCORDANCE WITH NFPA 13 AND NFPA 14. IDENTIFY THE HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND STANDPIPE WITH A PERMANENTLY MARKED WEATHERPROOF METAL OR RIGID PLASTIC IDENTIFICATION SIGN IN ACCORDANCE WITH NFPA 13 AND NFPA 14.RED WITH 2 COATS OF ANTICORROSIVE PAINT.1.NOTE TO CONTRACTOR: THESE FIRE PROTECTION PLANS ARE INCLUDED TO DEPICT GENERAL CONCEPTUAL FIREPROTECTION DESIGN CRITERIA FOR THIS PROJECT AND ARE INTENDED TO ASSIST IN THE BIDDING AND PERMITTING PROCESS. THE CONTRACTOR SHALL PROVIDE FIRE SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL (ENGINEER OF RECORD) TO BECOME RECORD DRAWINGS.MIXED OCCUPANCY BLDG.:- DENSITY: LH - 0.10 GPM/SF; OH1 - 0.15 GPM/SF- AREA OF APPLICATION: 1,500 SF (MOST REMOTE AREA)- SPRINKLER COVERAGE: LH - 225 SF; OH2 - 120 SF.- TOTAL COMBINED HOSE STREAM DEMAND: LH - 100 GPM; OH1 - 250 GPM.- OCCUPANCY CLASSIFICATION: LIGHT HAZARD (ALL AREAS EXCEPT ORDINARY HAZARD AREAS LISTED BELOW);ORDINARY HAZARD GROUP 1 & 2 (ELECTRICAL ROOM, MECHANICAL ROOMS, STORAGE ROOM, & JANITOR CLOSET). FAC 61G15 FIRE PROTECTION NOTEFIRE PROTECTION ON THIS PLAN SHOWN FOR DESIGN CRITERIA INTENTONLY. DRAWINGS DO NOT REPRESENT DEVICES OR A COMPLETESYSTEM OR FUNCTIONS THAT MAY BE REQUIRED BY THE AHJ / FIREMARSHAL. CONTRACTOR SHALL DESIGN / BUILD THE FIRE PROTECTIONSYSTEM AND ENGAGE HIS INDEPENDENT DELEGATED FLORIDALICENSED P.E. TO PREPARE SIGNED AND SEALED WORKING DRAWINGSIN ACCORDANCE WITH FAC 61G15. THE DESIGN / BUILDER TEAM SHALLISSUE FIRE PROTECTION PERMIT DRAWINGS WITH A COMPLETEDDESIGN, CALCULATIONS, WIRING DIAGRAMS, AND PRODUCT DATACONFORMING TO AGENCY REQUIREMENTS. THE DESIGN / BUILDER TEAMSHALL SUBMIT THE SIGNED AND SEALED DRAWINGS AND DATA TO THEPRIME CONTRACTOR, ARCHITECT, AND ENGINEER AS A SHOP DRAWINGSUBMISSION FOR REVIEW. THE DESIGN / BUILDER SHALL MEET WITHAGENCIES, SUBMIT THEIR COMPLETE DRAWINGS AND DATA TO THEAGENCIES REQUIRED TO ACHIEVE A PERMIT AND CERTIFICATE OFOCCUPANCY (C.O.O.).THE FIRE PROTECTION SYSTEM DESIGN FOR THIS PROJECT SHALL BE INFULL ACCORDANCE WITH THE PROVISIONS OF THE FLORIDAADMINISTRATIVE CODE. CHAPTER 61 G15-32 AS IT PERTAINS TO"DELEGATED ENGINEER". THE FIRE PROTECTION CONTRACTOR SHALLPROCURE THE SERVICES OF A FLORIDA REGISTERED ENGINEER WHOWILL ACT AS THE DELEGATED ENGINEER FOR THE FIRE PROTECTIONSYSTEM DESIGN BASED ON THE DESIGN INTENT OF THE CONTRACTDOCUMENTS. THE DELEGATED ENGINEER WILL BECOME THE "ENGINEEROF RECORD" FOR THIS PORTION (FIRE PROTECTION SYSTEM) OF THEENGINEERING PROJECT. THE DELEGATED ENGINEER SHALL CONFORMTO ALL REQUIREMENTS SET FORTH IN THE FLORIDA ADMINISTRATIVECODE, 61 G15-32 "DELEGATED ENGINEER'S RESPONSIBILITY". ALL FINALDELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEALAND SIGNATURE OF THE DELEGATED ENGINEER. DELEGATED ENGINEERSHALL BE THE FIRE PROTECTION SUCCESSOR ENGINEER OF RECORDFOR THE PROJECT.GENERAL NOTECONTRACTOR IS CAUTIONED THAT THE HAMMOND ENGINEERING GROUP FIREPROTECTION DRAWINGS ARE PERFORMANCE AND DIAGRAMMATIC ONLY.CONTRACTOR RECOGNIZES THAT THE FIRE SPRINKLER CONTRACTOR'SWORKING AND PERMIT DESIGN DRAWINGS WILL REQUIRE POSSIBLEADDITIONS AND ADJUSTMENTS TO HEAD LOCATIONS , PIPING CROSSINGS,AND PIPING ROUTINGS NECESSITATING ADDITIONS AND ADJUSTMENTS TOCEILINGS, SOFFITS AND CAREFUL COORDINATION WITH OTHER STRUCTURALELEMENTS AND UTILITIES. CONTRACTOR SHALL ADVISE ARCHITECT DURINGTHE BIDDING PROCESS.THE STOCK OF SPARE SPRINKLERS SHALL INCLUDE ALL TYPES AND RATING INSTALLED AND SHALLPERCENT OF THE TESTED WATER SUPPLY CURVE.18.- ALL SPRINKLER SYSTEMS SHALL BE DESIGNED AT A POINT NOT GREATER THAN NINETY(90%) INSTALLED DIRECTLY BEHIND THE FDC SO THAT IS EASILY FOUND BY RESPONDING FIRE CREWS. THE BUILDING'S FIRE DEPARTMENT CONNECTION "FDC" SHALL HAVE SIGNAGE PERMANENTLY THE SIGNAGE WITH EITHER A WHITE BACKGROUND WITH RED 6" LETTERING OR A RED BACKGROUNDWITH WHITE 6" LETTERING.BE AS FOLLOWS (PER SECTION 6.2.9.5 OF NFPA 13:(1) FOR PROTECTED FACILITIES HAVING UNDER 300 SPRINKLERS- NO FEWER THAN SIX SPRINKLERS(2) FOR PROTECTED FACILITIES HAVING UNDER 300 -1000 SPRINKLERS- NO FEWER THAN 12 SPRINKLERS(3) FOR PROTECTED FACILITIES HAVING UNDER 1000 SPRINKLERS- NO FEWER THAN 24 SPRINKLERS- NATIONAL FIRE ALARM CODE, NFPA 72, 2019 EDITION,APPLICABLE CODES:- FLORIDA FIRE PREVENTION CODE, 8TH EDITION (2023),- UNIFORM FIRE CODE, NFPA 1, 2021 EDITION,- LIFE SAFETY CODE, NFPA 101, 2021 EDITION,- AUTOMATIC SPRINKLER SYSTEMS, NFPA 13, 2019 EDITION,- INSPECTION, TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS, NFPA 25, 2014 EDITION,THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE FOLLOWING - NFPA 70 NATIONAL ELECTRICAL CODE (2020)- NFPA 170 STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS (2018)- FLORIDA BUILDING CODE, 8TH EDITION (2023) Fire Protection General NotesFP001http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.