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AD <br />ACCESS DOOR <br />AFF <br />ABOVE FINISHED FLOOR <br />AP <br />ACCESS PANEL <br />BFF <br />BELOW FINISHED FLOOR <br />BOT <br />BOTTOM <br />CLG <br />CEILING <br />COMB <br />FIRE STANDPIPE COMBINATION RISER <br />DI <br />DUCTILE IRON PIPE <br />D <br />DRAIN <br />DN <br />DOWN <br />EL <br />ELEVATION <br />EQUIP <br />EQUIPMENT <br />FD <br />FLOOR DRAIN <br />FDC <br />FIRE DEPARTMENT CONNECTION <br />FDV <br />FIRE DEPARTMENT VALVE <br />FH <br />FIRE HYDRANT <br />FL <br />FLOOR <br />FFD <br />FLOOR FUNNEL DRAIN <br />F <br />FIRE MAIN <br />FS <br />FLOW SWITCH <br />FSP <br />FIRE STANDPIPE RISER <br />GPM <br />GALLONS PER MINUTE <br />MAX <br />MAXIMUM <br />MIN <br />MINIMUM <br />NC <br />NORMALLY CLOSED <br />NIC <br />NOT IN CONTRACT <br />NO <br />NORMALLY OPEN <br />OS&Y <br />OUTSIDE SCREW & YOKE <br />PRV <br />PRESSURE REDUCING VALVE <br />SPK. <br />SPRINKLER <br />TS <br />TAMPER SWITCH <br />TYP <br />TYPICAL <br />UON <br />UNLESS OTHERWISE NOTED <br />VIF <br />VERIFY IN FIELD <br />DRAWING SYMBOLS <br />_<0- POINT OF INTERFACE BETWEEN CONTRACTORS <br />FIRE PROTECTION <br />SYSTEM SUMMARY <br />OWNER : <br />LOCATION: <br />OCCUPANCY: <br />NUMBER OF FLOORS: THREE (3) <br />CEILING HEIGHT: SEE ARCHITECTURAL DRAWINGS <br />APPLICABLE CODES: NFPA 13R / NFPA 20 <br />SYSTEM COVERAGE: _,_ sq.ft. <br />DESIGN AREA: _,_ sq.ft. <br />DESIGN DENSITY: SEE FP DESIGN CRITERIA (THIS SHEET) <br />SPRINKLER RESPONSE: QUICK RESPONSE <br />FIRE MAIN: 6' <br />WATER FLOW TEST INFORMATION <br />STATIC PRESSURE = _ PSI <br />RESIDUAL PRESSURE _ _ PSI <br />FLOW = -._ GPM <br />TEST LOCATION: <br />TEST TAKEN BY: <br />TEST DATE: <br />LEGEND <br />SPRINKLER HEAD - BRASS UPRIGHT (SEE SCHEDULE) <br />• SPRINKLER HEAD - WHITE PENDENT (SEE SCHEDULE) <br />SPRINKLER HEAD - WHITE SIDEWALL 200'F (SEE SCHEDULE) <br />SPRINKLER HEAD - BRASS SIDEWALL 155-F (SEE SCHEDULE) <br />NEW FIRE SPRINKLER PIPING <br />VALVE IN RISER <br />FLUSHING CONNECTION <br />DIRECTION OF FLOW <br />IZ TOP CONNECTION, 45 OR 90 DEG. <br />BOTTOM CONNECTION, 45 OR 90 DEG. <br />SIDE CONNECTION <br />RISE OR DROP IN PIPE <br />2�P UNION <br />GATE VALVE <br />-��i--� CHECK VALVE <br />--FYI BALL VALVE <br />I-�r-�� BUTTERFLY VALVE <br />NOTE: <br />THEM ARE STANDARD SYMBOLS AND GENERAL NOTES AND MAY NOT <br />ALL APPEAR ON THE PROJECT DRAWINGS; HOWEVER WHEREVER THE <br />SYMBOL APPEARS ON THE PROJECT DRAWNGS, TFE ITEM SHALL BE <br />PROVIDED AND INSTALLED. <br />FIRE PROTECTION DESIGN <br />LIGHT HAZARD CRITERIA <br />Fire Flow Test: <br />Static pressure - _ psi <br />Residual Pressure- _ psi <br />Flow - gpm <br />Test Date <br />First floor Retail and Second Thru Eighth Floors <br />* Fire Protection system to be designed to the Latest NFPA 13R (2019) and AHJ <br />* Hazard Type: Light hazard <br />* Sprinkler Head Design Area: 144 sq.ft. <br />* Sprinkler Head Density: .10 gpm/sq.ft. <br />* Sprinkler Head Response Type: Quick Response <br />* System Coverage Area: Most remote 1500 sq.ft. <br />* Sprinkler Head Temperature Rating: 155 degree F <br />* All materials to be UL Listed and/or Factory Mutual approved. <br />* All piping shall be pressure tested at 200 psi for 2 hour as per NFPA 13 (2019) <br />* Fire sprinkler system to be centrally monitored. <br />* Provide signed and sealed hydraulic calculations. <br />FIRE PROTECTION DESIGN <br />ORDINARY HAZARD CRITERIA <br />Fire Flow Test: <br />Static pressure - 60 psi <br />Residual Pressure- 50 psi <br />Flow - gpm <br />Test Date <br />* Parking Levels and Mechanical Rooms. <br />* Fire Protection system to be designed to NFPA 13R (2019) and AHJ. <br />* Hazard Type: Ordinary hazard <br />* Sprinkler Head Design Area: 120 sq.ft. <br />* Sprinkler Head Density: .15 gpm/sq.ft. <br />* Sprinkler Head Response Type: Quick Response <br />* System Coverage Area: Most remote 1500 sq.ft. <br />* Sprinkler Head Temperature Rating: 155 degree F <br />* All materials to be UL Listed and/or Factory Mutual approved. <br />* All piping shall be pressure tested at 200 psi for 2 hour as per NFPA 13R (2019) <br />* Fire sprinkler system to be centrally monitored. <br />* Provide signed and sealed hydraulic calculations. <br />PIPE SIZE <br />A <br />B <br />C <br />1. <br />V-O' MAX. <br />12'-0" MAX, <br />NO MINIMUM <br />1-1/4" <br />1'-O" MAX. <br />12'-0" MAX, <br />NO MINIMUM <br />1-1 /2"-$" <br />1'-0' MAX. <br />15'-0" MAX. <br />NO MINIMUM <br />NOTE <br />1. ALL ARMOVERS GREATER THAN 12" ARE TO HAVE A HANGER. THE HANGER CLOSEST TO <br />THE SPRINKLER SHALL BE OF THE TYPE TO PREVENT UPWARD MOVEMENT <br />A <br />lu LHANGER RING SPRINKLER HEAD <br />* MAXIMUM HANGER SPACING FOR THREADED UGHTWALL STEEL PIPE IS 12'-0" <br />FOR ALL PIPE SIZES <br />'STEEL PIPE HANGER SPACING SCHEDULE <br />NOT TO SCALE <br />FIRE PROTECTION SPECIFICATIONS <br />1.0 PIPE FITTINGS AND VALVES <br />A. 3" AND SMALLER: BLAZEMASTER 2000 CPVC FOR FIRE SPRINKLER USE. <br />B. 4" AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL ROLL GROOVED WITH GROOVED COUPLINGS <br />AND FITTINGS, MECHANICAL TEES AND WELDED OUTLETS. <br />C. DRAIN PIPING SHALL BE SCHEDULE 40 WITH THREADED CAST IRON BLACK FITTINGS, NFPA 13R <br />SPECIFIED WALL THICKNESS FOR 2-1/2" THRU 4" SIZE. <br />1.1 CAST IRON THREADED FLANGES <br />ASME B16.4, CLASS 125, RAISED GROUND FACE, BOLT HOLES SPOT FACED. <br />1.2 CAST IRON THREADED FITTINGS <br />ASME B16.4, CLASS 125, STANDARD PATTERN, WITH THREADS ACCORDING TO ASME B1.20.1, 175 <br />PSI RATED. <br />1.3 MALLEABLE IRON THREADED FITTINGS <br />ASME B16.3, CLASS 150, STANDARD PATTERN, WITH THREADS ACCORDING TO ASME B1.20.1. <br />1.4 STEEL FITTINGS <br />ASTM A 234/ A 234M, SEAMLESS OR WELDED; ASME B16.9, BUTTWELDING; OR ASME B16.11, <br />SOCKET WELDING TYPE FOR WELDED JOINTS <br />1.5 GROOVED END FITTINGS FOR STEEL PIPE <br />UL LISTED AND FM APPROVED ASTM A 536, GRADE 65-45-152 DUCTILE IRON OR ASTM A 47 <br />GRADE 32510 MALLEABLE IRON, WITH GROOVES OR SHOULDERS DESIGNED TO ACCEPT GROOVED <br />COUPLINGS. <br />1.6 FLANGED JOINTS FOR DUCTILE IRON PIPE AND DUCTILE IRON OR CAST IRON FITTINGS <br />AWWA C115 DUCTILE IRON OR GRAY IRON PIPE FLANGES, RUBBER GASKETS, AND HIGH STRENGTH <br />STEEL BOLTS AND NUTS. <br />1.7 COUPLINGS FOR GROOVED END STEEL PIPE AND GROOVED END FERROUS FITTINGS <br />UL 213, AWWA C606, ASTM A 536 DUCTILE IRON OR ASTM A 47 MALLEABLE IRON HOUSING, <br />WITH ENAMEL FINISH. INCLUDE SYNTHETIC RUBBER GASKET WITH CENTRAL CAVITY, PRESSURE <br />RESPONSIVE DESIGN, ASTM A 183 CARBON STEEL BOLTS AND NUTS TO SECURE GROOVED PIPE <br />AND FITTINGS. <br />1.8 GENERAL <br />UL LISTED AND/OR FM APPROVED SERVICE VALVES WITH 175 PSIG NON -SHOCK MINIMUM <br />WORKING PRESSURE RATING. GATE VALVES: UL 262, CAST BRONZE, THREADED ENDS, SOLID <br />WEDGE, OUTSIDE SCREW AND YOKE, RISING STEM. PROVIDE INDICATING (BUTTERFLY OR BALL) <br />VALVES TYPE, BRONZE BODY WITH THREADED ENDS, AND INTEGRAL INDICATING DEVICE, INDICATOR <br />SHALL BE VISUAL AND ELECTRICAL 115 VOLTS A.C., PRE -WIRED 2 CIRCUIT, SUPERVISORY SWITCH. <br />2.0 SPRINKLERS <br />" <br />- GLASS BULB SPRINKLER HEADS WITH 1 2 NOMINAL <br />PROVIDE AUTOMATIC HEAT RESPONSIVE K / <br />ORIFICE, 5.56 "K" FACTOR 155'F TEMPERATURE RATING, INSTALL SPRINKLERS IN A UNIFORM, <br />CONSISTENT MANNER IN ORDER TO LINE UP EACH AREA. <br />3.0 SPRINKLER CABINETS <br />FINISHED STEEL CABINET AND HINGED COVER, WITH 6 SPARE SPRINKLERS PLUS SPRINKLER <br />WRENCH, SUITABLE FOR WALL MOUNTING. <br />4.0 ALARM DEVICES <br />COORDINATE WITH ELECTRICAL (OR FIRE ALARM) CONTRACTOR TO PROVIDE CONNECTIONS TO FIRE <br />ALARM SYSTEM AS REQUIRED. <br />5.0 PIPING INSTALLATIONS <br />DEVIATIONS FROM APPROVED "PERMIT PLANS" FOR SPRINKLER PIPING REQUIRE WRITTEN <br />APPROVAL FROM AUTHORITY WITH JURISDICTION. INSTALL UNION OR FLANGE ADJACENT TO EACH <br />VALVE. INSTALL HANGER AND SUPPORT SPACING AND LOCATIONS FOR STEEL PIPING JOINED <br />WITH GROOVED MECHANICAL COUPLINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. <br />FOR RIGID SYSTEMS PER NFPA 13R. <br />6.0 FIELD QUALITY CONTROL <br />FLUSH, TEST AND INSPECT SPRINKLER PIPING SYSTEMS ACCORDING TO NFPA 13 CHAPTER <br />"SYSTEM ACCEPTANCE". REPORT TEST RESULTS PROMPTLY AND IN WRITING TO ARCHITECT AND <br />TO THE AUTHORITY HAVING JURISDICTION. CLEANING: CLEAN DIRT AND DEBRIS FROM <br />SPRINKLERS. REPLACE SPRINKLERS HAVING PAINT OTHER THAN FACTORY FINISH WITH NEW <br />SPRINKLERS. CLEAN AND REUSE OF PAINTED SPRINKLERS IS PROHIBITED. <br />7.0 SPRINKLER SYSTEM BASIS OF DESIGN <br />ITEM DESIGN <br />CLASSIFICATION COORDINATE WITH ARCHITECTURAL DRAWING AND CLASSIFY <br />AREAS PER NFPA <br />TYPE WET PIPE SPRINKLER SYSTEM <br />SPRINKLER HEAD (SEE SCHEDULE) <br />MANUFACTURER/MODEL <br />TEMPERATURE RATING <br />STATIC PRESSURE <br />RESIDUAL PRESSURE/FLOW <br />FIRE DEPARTMENT CONNECTION <br />(SEE SCHEDULE) <br />CONTRACTOR TO OBTAIN INFORMATION <br />CONTRACTOR TO OBTAIN INFORMATION <br />FREE STANDING 'STORZ' OR FDC COORDINATION WITH AHJ <br />NOTES: <br />1. SYSTEM DESIGN SHALL BE HYDRAULICALLY CALCULATED PER NFPA-13R. <br />2. PROVIDE 200*17 TEMPERATURE SPRINKLER HEADS IN THE MECHANICAL / ELECTRICAL ROOMS. <br />3. COORDINATE CEILING MOUNTED SPRINKLER HEADS WITH OTHER DEVICES (LIGHTS, DIFFUSERS, <br />ACCESS PANELS, ETC.) SEE ARCHITECTURAL CEILING PLANS FOR LOCATIONS OF ALL DEVICES. <br />4. ALL MATERIALS AND EQUIPMENT SHALL UL AND/OR FACTORY MUTUAL APPROVED WHERE <br />APPLICABLE. <br />FIRE SPRINKLER HEAD SCHEDULE <br />SYMBOL <br />NAME <br />METAL FINISH <br />TEMPERATURE <br />K-FACTOR <br />N.P.T. <br />SIN. <br />MANUFACTURER <br />MODEL <br />O <br />UPRIGHT <br />BRASS <br />155' F <br />5.6 <br />1 /2" <br />VK300 <br />VIKING <br />M <br />PENDENT <br />WHITE <br />155' F <br />5.6 <br />1/2" <br />VK302 <br />VIKING <br />M <br />CONCEALED <br />PENDENT <br />WHITE <br />155' F <br />5.6 <br />1/2" <br />- <br />VIKING <br />M <br />DRAWING INDEX <br />FIRE PROTECTION <br />FP000 <br />ABBREVIATIONS, LEGENDS, GENERAL NOTES AND FIXTURE SCHEDULE <br />FP101 <br />FIRE PROTECTION "CRITERIA" FIRST FLOOR PLAN <br />FP102 <br />FIRE PROTECTION "CRITERIA" SECOND FLOOR PLAN <br />FP103 <br />FIRE PROTECTION "CRITERIA' THIRD FLOOR PLAN <br />FP401 <br />FIRE PROTECTION DETAILS <br />FIRE PROTECTION GENERAL NOTES <br />1. FIRE PROTECTION CONTRACTOR SHALL SUBMIT SIGNED/SEALED WORKING DRAWINGS FOR ENGINEER <br />REVIEW AND COMMENT PRIOR TO SUBMITTING TO BUILDING DEPARTMENT/FIRE MARSHAL FOR PERMIT REVIEW. <br />FP CONTRACTORS DRAWINGS SHALL INCLUDE: <br />1. DETAILED DRAWINGS SHOWING LAYOUT OF HEADS, PIPING, VALVES AND LOCATION OF ALL ACCESSORIES. <br />2. HYDRAULIC CALCULATIONS IN CONFORMANCE WITH NFPA 13R. <br />3. SPRINKLER HEAD TYPE AND MODEL NUMBERS (NO SIDEWALL HEADS WILL BE ALLOWED). <br />4. FIRE DEPARTMENT CONNECTIONS. <br />5. FIRESTOPPING. <br />2. THE FIRE PROECTION CONTRACTOR SHALL BE LICENSED IN THE STATE OF FLORIDA AS A FIRE PROTECTION, <br />REGULARLY ENGAGED IN THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS AND EQUIPMENT. <br />THE SYSTEM SHALL BE INSTALLED BY AN EXPERIENCED FIRM UTILIZING THAT FIRMS REGULARLY EMPLOYED <br />AND FULL TIME PERSONNEL WHO ARE CERTIFIED IN THE INSTALLATION OF AUTOMATIC FIRE PROTECTION <br />SYSTEMS IN STRICT ACCORDANCE WITH NFPA STANDARDS. <br />3. FIRE PROTECTION WORK SHALL BE DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH <br />NFPA 13R (2019), AND NFPA 20 (2019) AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. <br />4. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL LABOR AND SERVICES NECESSARY <br />TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. <br />5. MAKE SUCH OFFSETS AND DEVIATIONS AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. <br />6. INSTALLER SHALL COORDINATE AT SITE WITH ALL PLUMBING, HVAC, AND ELECTRICAL WORK SO AS <br />TO NOT CONFLICT IN LOCATION WITH OTHER WORK UNDER THIS CONTRACT. CONTRACTOR SHALL <br />ADJUST PIPE ROUTING AS NECESSARY TO AVOID CONFLICTS WITH DUCTWORK, EQUIPMENT, LIGHTING, ETC. <br />7. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL <br />FROM THE ARCHITECT AND STRUCTURAL ENGINEER. <br />8. IN GEOGRAPHICAL LOCATIONS SUBJECT TO TEMPERATURES BELOW 40'F, PROVIDE PROTECTION FOR <br />ALL EXPOSED FIRE PROTECTION PIPING IN ACCORDANCE WITH NFPA 13R (2016). <br />9. ALL FIRE DEPARTMENT CONNECTIONS SHALL HAVE AN AUTOMATIC BALL DRIP. <br />10. PROVIDE TAMPER SWITCHES ON ALL VALVES THAT CAN SHUT OFF FLOW IN MAINS OR BRANCHES. <br />CHAINS AND LOCKS IN LIEU OF TAMPER SWITCHES MAY BE USED AT OUTDOOR BACK FLOW <br />PREVENTERS ONLY IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. <br />11. CONTRACTOR SHALL ARRANGE FOR, OBTAIN AND BEAR THE COST OF NECESSARY PERMITS, BONDS, <br />AND FEES. <br />12. ALL MATERIALS SHALL BE U.L LISTED AND BEAR THE U.L. LABEL <br />13. CONTRACTOR SHALL PROVIDE A MIMINUM OF A 10 P.S.I. SAFTEY MARGIN FOR MOST REMOTE LIGHT <br />AND ORDINARY HAZARD HYDRAULIC CALCULATIONS. <br />14. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES, PENETRATIONS FOR PIPES, CONDUITS, OR OTHER <br />PURPOSES THROUGH ASSEMBLIES (FLOORS, ROOF, WALLS, PARTITIONS, ETC.) WITH A REQUIRED <br />FIRE RESISTANCE RATING FIRE STOP MATERIAL SHALL BE UL LISTED AND INSTALLED IN STRICT <br />ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS TO MEET OR EXCEED THE FIRE RATING OF <br />THE PENETRATED ASSEMBLY. <br />15. BEFORE SHUTTING OFF ANY SECTION OF THE FIRE PROTECTION SYSTEM TO MAKE ADJUSTMENTS <br />OR ADDITIONAL CONNECTIONS, COORDINATE WITH THE OWNER AND NOTIFY THE AUTHORITY <br />HAVING JURISDICTION. PLAN THE WORK CAREFULLY AND ASSEMBLE ALL MATERIALS TO ENABLE <br />COMPLETION IN THE SHORTEST POSSIBLE TIME. WORK SHALL BE USED TO COMPLETION WITHOUT <br />INTERRUPTION, AND PROTECTION SHALL BE RESTORED AS PROMPTLY AS POSSIBLE. <br />16. WHERE ELECTRICAL PANELS ARE LOCATED, PROVIDE DEFLECTORS ON ELECTRICAL EQUIPMENT TO PREVENT <br />WETTING PANELS. SPRINKLER PIPING SHALL NOT BE INSTALLED DIRECTLY ABOVE ELECTRIC PANELS. <br />17. PROVIDE FLUSHING CONNECTION AT END OF SPRINKLER SYSTEM WITH ACCESS PANEL <br />ALL SPRINKLER PIPING THAT REQUIRES CHANGE IN ELEVATION DUE TO COORDINATION ROUTING OF <br />PIPING SHALL HAVE FLUSH CONNECTION AT ALL LOWER ELEVATION. THE SPRINKLER SYSTEM SHALL <br />BE INSTALLED WITH COMPLETE DRAINABLE SYSTEM. <br />18. PROVIDE UPRIGHT SPRINKLER HEADS UNDER ALL EXPOSED DUCTWORK/OBSTRUCTION 48" WIDE OR <br />LARGER, PER NFPA 13R OR AS REQUIRED TO PROVIDE COVERAGE. <br />19. ALL SPRINKLER HEADS SHALL BE U.L LISTED AND INSTALLED IN ACCORDANCE WITH THEIR <br />LISTING REQUIREMENTS. ALL ESCUTCHEONS AND ACCESSORIES SHALL BE METAL. <br />20. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) <br />YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED <br />WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE <br />OWNER AT NO ADDITIONAL COST TO THE OWNER. <br />21. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL <br />TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO <br />BE REMOVED SHALL BE TURNED OVER TO THE OWNER. <br />22. PENDENT MOUNTED SPRINKLER HEADS SHALL BE ALIGNED WITHIN NORMAL FABRICATION AND <br />INSTALLATION TOLERANCES AND WILL BE CENTERED IN CEILING AREAS. <br />23. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. <br />24. COORDINATE EXACT LOCATION OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL, <br />AND STRUCTURAL ELEMENTS OF BUILDING. MAKE MODIFICATIONS WITHOUT ADDITIONAL COST TO THE <br />OWNER. <br />25. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13R. <br />26. TAMPER SWITCHES AND FLOW SWITCHES TO BE PROVIDED AND INSTALLED BY FIRE PROTECTION <br />CONTRACTOR AND CONNECTED BY FIRE ALARM CONTRACTOR. COORDINATE TO VERIFY COMPATIBILITY <br />OF SWITCHES AND LOCATIONS. <br />27. PROVIDE ALL DRAINS AS REQUIRED BY NFPA 13R. <br />28. EQUIP ALL GATE AND BUTTERFLY VALVES WITH LOCKING DEVICES AND TAMPER SWITCHES IF REQUIRED <br />BY AUTHORITY HAVING JURISDICTION. <br />29. INSTALL FIRE DEPARTMENT CONNECTION AND CHECK VALVE AFTER BACKFLOW PREVENTER. <br />30. SEE CIVIL DRAWINGS FOR LOCATION OF FIRE MAINS. SHOWN HERE TO GIVE POINT OF SERVICE <br />AND HYDRAULIC REFERENCE POINTS. FIRE PROTECTION CONTRACTOR TO COORDINATE LOCATION <br />OF MAINS AND STUB -UPS FOR SPRINKLER RISERS WITH ALL OTHER CONTRACTORS AND MAKE <br />ADJUSTMENTS AS NECESSARY TO PROVIDE COMPLETE SYSTEM AT NO ADDITIONAL COST TO THE <br />OWNER. <br />31. ALL SPRINKLER HEADS SHALL BE WHITE QUICK RESPONSE TYPE. <br />32. CONTRACTOR SHALL PERFORM FLOW TEST AT ALL PROJECT SITE HYDRANTS. <br />33. PROVIDE CONCEALED PENDANT SPRINKLER HEADS AND ALL "COMMON AREA" LOCATIONS. <br />Furr, <br />Wegman & <br />Banks <br />Architects, P.A. AR0006480 <br />625 EAST ORANGE ST. <br />LAKELAND, FL 33801 <br />E-MAIL: INFO@FWBARCHITECTS.COM <br />W W W.FW BARCHITECTS.COM <br />PH. 863.688.1211 <br />® COPYRIGHT 202T <br />FURR, WEGMAN & BANKS ARCHITECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE <br />PROPERTY OF PURR, WEGMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION. REVISION OR REUSE OF THIS DRAWING IS <br />AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. <br />ALL . <br />N01SS�'%,, <br />04- <br />30 31V1s <br />- <br />N <br />:•�6 cg8 �•� <br />�a 3��J <br />' � <br />S N •'' .� <br />� . <br />W411N� <br />SCOEf;T�L5�\P.E. <br />FL. 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