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06-743-001I W Z W G. J - ' al S I PROPERTY LINE NOTE: INSTALLING CONTRACTOR SHALL PROVIDE OWNER WITH 1st Floor Fire Sprinkler Piping Plan 012 4 8 16 itt t t t SCALE: 1/8' =1' -0' SYMBOL QTY SIZE K TEMP MODEL SIN Q 7 3/4' 11.2 155 TYFRB OR BRASS UPRIGHT TY3131 0 10 3/40 11.2 155 TYCO EC11 BRASS UPRIGHT TY6137 • 120 1/2' 5.6 155 TYCO EC11 CHROME PENDENT TY6237 6, 2 1/2" 5.6 155 TYFRB QR BRASS HSW TY3331 PROPERTY LINE (TYP.) EXISTING 12' WATERMAIN EXISTING 12' WATERMAIN w � SIAMESE CONNECTIONSR4UST BE PLACED VWTH1N 150 FEET FROM A FIRE MYORANT m W- Z J W v a 0 a I I d f CENTURY TO PROVIDE GAUGE ON CITY SIDE OF BACKFLOV` - Q- 30' MIN. I 36' MIN 1 THE FOLLOWINGS (1) ALL LITERATURE AND INSTRUCTMNS PROVIDED BY THE MANUFACTURER DESCRIBING PROPER OPERATION AND MAINTENANCE OF ANY EQUIPMENT AND DEVICES INSTALLED (2) NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF .,Arrn rTnr nnnrrnr•n.. nunrr.•n V/ _I SCHEDULE 1, 6' AMES 3000ss DOUBLE W mx CHECK DETECTOR ASSEMBLY 2. 6' OS&Y VALVE W /TAMPER IERGROUND (WIRING BY OTHERS) IER ROADWAYS 3. 6 ' FLANGED 90' ELL 4. 2' ADJUSTIBLE STAND ON CONCRETE PAD 5. 6'x 6' -0 FLANGED SPIGOT -C.IF, 9 10 6. CONCRETE PAD (TO BE INSTALLED BY OTHERS) B A C K F L❑ W DETAIL 7. THRUST BLOCKS AND /OR MEGALUG AMES 3000n DOUBLE CHECK DETECTOR ASSEMBLY DETAIL RESTRAINTS PER NFPA 24 TO BE CHAN*D A LOCKED MATH CHAIN B. 6' M.J. BEND 9. 6' C900 FROM CITY 10. 6' C900 TO BUILDING O IIk�I O z - —Q 1) ALL DEDICATED UNDERGROUND FIRE MAINS FROM POINT OF SERVICE TO BUILDING TO BE INSTALLED BY A STATE SCHEDULE LICENSED FIRE SPRINKLER CONTRACTOR (CLASS L P, OR 5) 63 PSI 2) INSTALLATION TO BE IN ACCORDANCE WITH NFPA -24 N a_ L 4'x3'x2V 90' YARD TPE FDC STANDARDS, 4) ALL UNDERGROUND PIPING TO BE BURIED TO A MINIMUM OF 30 • BELOW FINISH GRADE, AND 36 • UNDER A DRIVE 2. 4'x0 -6' GALVANIZED SCHEDULE 40 — 6) ALL PIPING & LEAD -INS TO BE FLUSHED PER NFPA BEFORE CONNECTION TO INSIDE SPRINKLER SYSTEM (GROOVED x THREADED) 7) PIPING AFTER POINT OF SERVICE TO BE C -900 CLASS DR -14 WITH MECHANICAL JOINT FITTINGS. 3. 4' GROOVED CHECK VALVE A Yj181b(o8 Y 4, 4' GROOVED COUPLING RECOMMENDED, NFPA 13 5- 14.4.1.1. DEPTH OF COVERING SHALL BE MEASURED FROM THE TOP OF PIPE TO FINISHED 5, 4'x6 -0 GALVANIZED SCHEDULE 40 — SCHEDULE (GROOVED x PLAIN SPOOL PIECE) <<r 6, 4' H.J. BEND OR M.J. TEE _© 7. THRUST BLOCKS AND /OR MEGALUG •, ,. --r. SYS1fS1111 REQUIRED RESTRAINTS PER NFPA 24 llgJJ —Q 8. 4' C -900 FROM FIRE PUMP FIRE DEPT, C❑NNECTI ❑N DETAIL TO BE JOSTAILLED IN WN N.F.P.A. INSTALLED IN ACCOnRA'Qll� — — - NO DATE REVISIONS 1 9/4/05 SUBMIT FOR APPROVAL 2 3/24/06 REVISED PER FIRE COMMENTS 3 4/6/06 REVISED PER FIRE COMMENTS 1 -THIS IS A NEW FIVE STORY SHELL BUILDING FOR FUTURE OFFICES TO BE FULLY SPRINKLERED. 2- PARKING GARAGE TO BE DESIGNED PER NFPA #13 FOR ORDINARY HAZARD GROUP I OCCUPANCY AND OFFICE AREAS TO BE DESIGNED PER NFPA #13 LIGHT HAZARD OCCUPANCY. 3-FIRST FLOOR PARKING GARAGE TO BE HYDRAULICALLY DESIGNED TO A ,15 DENSITY OVER MOST REMOTE 1500 sq.ft. V1 TH A 250 qpm OUTSIDE HOSE ALLOWANCE AND ALL OTHER FLOORS TO BE HYDRAULICALLY DESIGNED TO ,10 DENSITY OVER THE MOST REMOTE 1500 sq.ft WITH A 100 GPM OUTSIDE HOSE ALLOWANCE. 4-ALL MATERIALS TO BE UL LISTED AND /OR FACTORY MUTUAL APPROVED. 5-INSTALLATION TO BE IN ACCORDANCE WITH WPA-13 AND THE AUTHORITY HAVING JURISDICTION. 6 LL PIPING SHALL BE PRESSURE TESTED AT 200 psi FOR 2 HOURS AS PER NFPA -11 7-ALL ELECTRIC WIRING TO BE DONE BY OTHERS, 8 -:ILL CONTROL VALVES SHALL BE PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER NFPA -13 2 -7.3 ALSO CHAINED LOCKED AND HAVE TAMPER SWITCHES. 9 -FIRE SPRINKLER SYSTEM TO BE CENTRALLY MONITORED. 10 4ARE SPRINKLERS SHALL BE PROVIDED PER NFPA -13PER LOCATION OF FIELD INSPECTOR. 1141RE SPRINKLER DEFLECTOR SHALL BE NO MORE THAN 12' FROM CEILING. 12 -MAIN PIPING TO BE BLACK SCH, 10 WITH ROLL GROOVED ENDS UTILIZING GROOVED COUPLINGS & FITTINGS, OUTLETS TO BE WELDED GROOVE -O -LETS 13 -LINE PIPING TO BE BLACK 'XL' OR DYNAFLOW WITH ROLL GROOVED ENDS UTILIZING GROOVED COUPLINGS & FITTINGS. r r' ,UNDERGROUND PIPING NOTES: CT7d`� ij 1) ALL DEDICATED UNDERGROUND FIRE MAINS FROM POINT OF SERVICE TO BUILDING TO BE INSTALLED BY A STATE Century LICENSED FIRE SPRINKLER CONTRACTOR (CLASS L P, OR 5) 63 PSI 2) INSTALLATION TO BE IN ACCORDANCE WITH NFPA -24 AP OVE _..... �..w..�..y�_,.•....._....._,.�. p�....%i�S �P�-� 3) ALL UNDERGROUND MATERIALS SHALL BE UL LISTED FOR FIRE PROTECTION SERVICE & COMPLY WITH AWWA :a- �'3, "!"t1► ;r. }:i i'ty.1i ^r Tv c�i:} �,:�+I1�•Sy tt� STANDARDS, 4) ALL UNDERGROUND PIPING TO BE BURIED TO A MINIMUM OF 30 • BELOW FINISH GRADE, AND 36 • UNDER A DRIVE wRmL-�R a.o. No. D & 3 37- WAY. 5) ALL JOINTS TO BE PROPERLY RETAINED BY THRUST BLOCKS OR A LISTED JOINT RESTRAINT — 6) ALL PIPING & LEAD -INS TO BE FLUSHED PER NFPA BEFORE CONNECTION TO INSIDE SPRINKLER SYSTEM �.t�•n�,,;r 36 7) PIPING AFTER POINT OF SERVICE TO BE C -900 CLASS DR -14 WITH MECHANICAL JOINT FITTINGS. 1700 GPM 8) THE DEPTH FOR COVER FILL OF PIPING SHALL BE NOT LESS THAN A Yj181b(o8 Y 2 1/2 FEET AND PIPE UNDER DRIVEWAYS SHALL BE BURIED A MINIMUM OF 3 FEET. THREE FEET IN MOST CASES IS RECOMMENDED, NFPA 13 5- 14.4.1.1. DEPTH OF COVERING SHALL BE MEASURED FROM THE TOP OF PIPE TO FINISHED T T T — SCHEDULE <<r MIAMI DADE FIRE RESCUE FIRST 11) IN TRENCHES CUT THROUGH ROCK, TAMPED BACKFILL SHALL BE USED FOR ATLEAST 6 IN, UNDER AND AROUND 6141 S.W. 72 STREET —Q 1. CONNECT TO REMOTE BRANCHLINE --r. SYS1fS1111 REQUIRED WHEN WORK IS STOPPED, OPEN ENDS SHALL BE PLUGGED TO PREVENT STONES AND FOREIGN MATERIALS FROM ENTERING. NFPA 13 5- 14.4.4.1 ENTERING. SYSTEfA TO BE 3l T 1_ED IN ACCORD WITH N.FIzA. �� PROPERTY LINE (TYP.) PAGE T. 2. 1' ,'XL' PIPING 3. 1' CI THREADED 90' ELL r , c FK OXFORD 4. 1' TEST & DRAIN W/PRESSURE RELIEF Century DESIGN �— Pre Protecft% Mr. 5• EXTERIOR WALL < < 72 STREET MIAMI, FLORIDA sm Nm 1 lam` 8T. PETERSBURG OFFICE 6 6. 1' GALV. ELL W/ 1'x1 /2' BUSHING 0RA1N �' MIKE IANDESTOY scAF-* AS NOTED 3621 Car" Avenue 'O & SPRINKLER WITH FRAME ARMS A� MIAMI DADE COUNTY SL Pambu'S, F9orfda 33701 N ynt Florida 33126 1-866- 322 - 1715 305- 719 -4486 �- Fa P VL � 542 FP -1 OF 7 SAWED OFF (DIAMETER EQUAL TO ". `- " • ': SMALLEST SPRINKLER USED) INSPECT ❑R'S TEST C❑NNECTI ❑N DETAIL SCOPE OF WORK UNDER THIS PERMIT TO ADD NEW FIRE SPRINKLER SYSTEM TO NEW FIVE STORY SHELL BUILDING PER CODE. FORWARD MATERIAL AND TEST CERTIFICATES TO A.H.J. I FIRE RESCUE AT COMPLETION OF PROJECT GEkRAL NOTES, 1 -THIS IS A NEW FIVE STORY SHELL BUILDING FOR FUTURE OFFICES TO BE FULLY SPRINKLERED. 2- PARKING GARAGE TO BE DESIGNED PER NFPA #13 FOR ORDINARY HAZARD GROUP I OCCUPANCY AND OFFICE AREAS TO BE DESIGNED PER NFPA #13 LIGHT HAZARD OCCUPANCY. 3-FIRST FLOOR PARKING GARAGE TO BE HYDRAULICALLY DESIGNED TO A ,15 DENSITY OVER MOST REMOTE 1500 sq.ft. V1 TH A 250 qpm OUTSIDE HOSE ALLOWANCE AND ALL OTHER FLOORS TO BE HYDRAULICALLY DESIGNED TO ,10 DENSITY OVER THE MOST REMOTE 1500 sq.ft WITH A 100 GPM OUTSIDE HOSE ALLOWANCE. 4-ALL MATERIALS TO BE UL LISTED AND /OR FACTORY MUTUAL APPROVED. 5-INSTALLATION TO BE IN ACCORDANCE WITH WPA-13 AND THE AUTHORITY HAVING JURISDICTION. 6 LL PIPING SHALL BE PRESSURE TESTED AT 200 psi FOR 2 HOURS AS PER NFPA -11 7-ALL ELECTRIC WIRING TO BE DONE BY OTHERS, 8 -:ILL CONTROL VALVES SHALL BE PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER NFPA -13 2 -7.3 ALSO CHAINED LOCKED AND HAVE TAMPER SWITCHES. 9 -FIRE SPRINKLER SYSTEM TO BE CENTRALLY MONITORED. 10 4ARE SPRINKLERS SHALL BE PROVIDED PER NFPA -13PER LOCATION OF FIELD INSPECTOR. 1141RE SPRINKLER DEFLECTOR SHALL BE NO MORE THAN 12' FROM CEILING. 12 -MAIN PIPING TO BE BLACK SCH, 10 WITH ROLL GROOVED ENDS UTILIZING GROOVED COUPLINGS & FITTINGS, OUTLETS TO BE WELDED GROOVE -O -LETS 13 -LINE PIPING TO BE BLACK 'XL' OR DYNAFLOW WITH ROLL GROOVED ENDS UTILIZING GROOVED COUPLINGS & FITTINGS. r r' ,UNDERGROUND PIPING NOTES: CT7d`� ij BY 1) ALL DEDICATED UNDERGROUND FIRE MAINS FROM POINT OF SERVICE TO BUILDING TO BE INSTALLED BY A STATE Century LICENSED FIRE SPRINKLER CONTRACTOR (CLASS L P, OR 5) 63 PSI 2) INSTALLATION TO BE IN ACCORDANCE WITH NFPA -24 AP OVE _..... �..w..�..y�_,.•....._....._,.�. p�....%i�S �P�-� 3) ALL UNDERGROUND MATERIALS SHALL BE UL LISTED FOR FIRE PROTECTION SERVICE & COMPLY WITH AWWA :a- �'3, "!"t1► ;r. }:i i'ty.1i ^r Tv c�i:} �,:�+I1�•Sy tt� STANDARDS, 4) ALL UNDERGROUND PIPING TO BE BURIED TO A MINIMUM OF 30 • BELOW FINISH GRADE, AND 36 • UNDER A DRIVE wRmL-�R a.o. No. D & 3 37- WAY. 5) ALL JOINTS TO BE PROPERLY RETAINED BY THRUST BLOCKS OR A LISTED JOINT RESTRAINT — 6) ALL PIPING & LEAD -INS TO BE FLUSHED PER NFPA BEFORE CONNECTION TO INSIDE SPRINKLER SYSTEM �.t�•n�,,;r 36 7) PIPING AFTER POINT OF SERVICE TO BE C -900 CLASS DR -14 WITH MECHANICAL JOINT FITTINGS. 1700 GPM 8) THE DEPTH FOR COVER FILL OF PIPING SHALL BE NOT LESS THAN A Yj181b(o8 Y 2 1/2 FEET AND PIPE UNDER DRIVEWAYS SHALL BE BURIED A MINIMUM OF 3 FEET. THREE FEET IN MOST CASES IS RECOMMENDED, NFPA 13 5- 14.4.1.1. DEPTH OF COVERING SHALL BE MEASURED FROM THE TOP OF PIPE TO FINISHED L7 GRADE. NFPA 13 5- 14.4,1.2. — 9) BACKFILL SHALL BE WELL TAMPED IN LAYERS UNDER AND AROUND PIPES AND SHALL CONTAIN NO ASHES, CINDERS, REFUSE, ORGANIC MATTER, OR OTHER CORROSIVE MATERIALS. NFPA 13 5- 14.4.6.1 MIAMI DADE FIRE RESCUE 10) ROCKS SHALL NOT BE PLACED IN TRENCHES. NFPA 13 5- 14.4.6.1 11) IN TRENCHES CUT THROUGH ROCK, TAMPED BACKFILL SHALL BE USED FOR ATLEAST 6 IN, UNDER AND AROUND 6141 S.W. 72 STREET THE PIPE AND FOR ATLEAST 2 FEET ABOVE THE PIPE. NFPA 13 5- 14,4.6.3 --r. SYS1fS1111 REQUIRED WHEN WORK IS STOPPED, OPEN ENDS SHALL BE PLUGGED TO PREVENT STONES AND FOREIGN MATERIALS FROM ENTERING. NFPA 13 5- 14.4.4.1 ENTERING. SYSTEfA TO BE 3l T 1_ED IN ACCORD WITH N.FIzA. �� PROPERTY LINE (TYP.) BY WAIM SUPPLY If Century STATIC PRESSURE 63 PSI Century RESIDUAL PRESSURE 53 PSI . Century PITOT READING — FLOW IN G.P.M. 1700 GPM DATE OF TEST L7 TIME OF TEST — TEST TAKEN BY MIAMI DADE FIRE RESCUE HYDRANT LOCATION 6141 S.W. 72 STREET SYSTEM NO. DESIGN AREA DENSITY DESIGN AREA S.F. GPM REQ'D A CITY MAIN PSI REQ'0 A CITY MAIN NO. SPKR. IN DSGN. AREA HOSE STREAM INSIDE/OUTSIDE W Z d O a , , „ _4.,y i t I I i L7 PROJECT �. ,• .. ..`�;� OXFORD UNIV Century DESIGN BUILDI G �•`. •.,:::. • Pre Protecft% Mr. 6141 S.W. 72 STREET MIAMI, FLORIDA sm Nm 1 WE 9/4/05 8T. PETERSBURG OFFICE MAN OFFICE 0RA1N �' MIKE IANDESTOY scAF-* AS NOTED 3621 Car" Avenue 1550 kw. 791h Averm *83'ED 6' MIKE LANDESTOY A� MIAMI DADE COUNTY SL Pambu'S, F9orfda 33701 N ynt Florida 33126 1-866- 322 - 1715 305- 719 -4486 �- Fa P VL � 542 FP -1 OF 7 ". i t I I i