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07-988-002i DCDG 3OX42B 1.75 rr IMPORTANT CONTRACT RESPONSIBILITIES IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNER'S ITEM RESf5 RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER CITY CONNECTION N.I.C. SYSTEMS AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER SYMBOL QTY. TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. UNDERGROUND S . C3 . . _ EXCAVATIONS S . G . THIS DRAWING AND THE INFORMATION AND DESIGN APPLICATION HEREIN R E V I S 1 O N S CONTAINED IS THE PROPERTY OF GRINNELL FIRE PROTECTION SYSTEMS BACKFILL S . C3 . COMPANY, INC. AND /OR ITS SUBSIDIARIES AND IS LOANED UPON EXPRESS WIRING^ N.I.C. CONDITIONS THAT THE SAME BE RETURNED TO GFPS UPON REQUEST; ALL PAINTING N.I.C. INFORMATION HEREIN CONTAINED SHALL BE TREATED AS SECRET, AND CONFIDENTIAL; NO REPRODUCTION OF THIS DRAWING OR ANY PART THEREOF SHALL BE MADE WITHOUT WRITTEN CONSENT OF GFPS. DATE: 02- 28-0'7 CREATED BY THE GRINNELL DESIGN SYSTEM, "ALL RIGHTS RESERVED'. COPYRIGHT BY GRINNELL CORPORATION 1990. SCALE: 3/32" = V -0" IODEL I STYLE INPTI K IORIFICEITEMP(' F) RESSPO� FII H ESCUTCHEON TY -B Penaent 2' a -T r >5a PO �' CO Fire & y Simp/exGiinne// Security 0 =����1, ^IL" 1iMS�WW SYMBOLS CHECKED BY: MANUF. - *13 12-4 q0 . 'A1 �- -IN-- --0 —I —iD —4 A— CEILING HT. ABOVE REF. CA OF PIPE BELOW SOD CA OF PIPE ABOVE REF. HYDRAULIC REF. POINT LINE DESIGNATION MAIN DESIGNATION HANGER UNION GROOVED COUPLING (GC) SCREWED CAP GROOVED CAP SCREWED PLUG FLANGED CONNECTION -0a' GATE VALVE(SEE NOTES) a, ELECTRIC BELL ® FIRE HOSE ASSEMBLY _4N_ WATER MOTOR GONG (WMG) [ FLOW SWITCH (FS) FIRE DEPT.CONN.(STANDARD) Q MONITOR SWITCH `� FIRE DEPT. CONN. (FLUSH) BUTTERFLY VALVE V FIRE DEPT.CONN.(SIDEWALK) ALARM VALVE (ALV) --- POST INDICATOR VALVE (PIV) # DRY PIPE VALVE KEY GATE SECTIONAL VALVE WAFER CHECK VALVE WITH ROADWAY BOX iV- SWING CHECK VALVE 194 FIRE HYDRANT (3 WAY) 0 SYSTEM RISER THRUST BLOCK -& INSPECTOR'S TEST 2 &4 WAY SEISMIC BRACING --3- GLOBE VALVE (La IGH)ELEVATION CHANGE IN PIPE --r ANGLE VALVE (NOT THROUGH FLOOR) 7Y00 SYMBOL QTY. El OUT I N Ll OUT I N OUT I N GPM PSI AT . _ 289 IODEL I STYLE INPTI K IORIFICEITEMP(' F) RESSPO� FII H ESCUTCHEON TY -B Penaent 2' a -T r >5a PO 9 ROL) COI IPOANG POWDER DRIVEN STUD 3/8" ALI: THREPD ROD a 4"& SMALLER HANGER RING - HANGER - NO SCALE - HANGER RIN( HANGER CONCRETE TEE DRIVEN tOD Al SPRINKLER DETAIL - NO SCALE - AS THE FIRE SPRINKLER SYSTEM ENGINEER OF RECORD FOR THIS PROJECT, I ADVISE THAT THE FOLLOWING SPECIFICATIONS SHALL BE FOLLOWED FOR THE DESIGN OF IT'S FIRE SPRINKLER SYSTEMS, FLORIDA ADMINISTRATIVE CODE 61G15- 32.003 (1) SCOPE -OF -WORK, INSTALL A NEW FIRE PROTECTION SPRINKLER SYSTEM TO PROVIDE COMPLETE FIRE SPRINKLER COVERAGE THROUGHOUT THE NEW PARKING GARAGE, (2) ACCEPTANCE TEST CRITERIA, THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL CONSIST OF ALL APPLICABLE ITEMS SHOWN ON THESE TWO FORMS, NFPA -13 2002 EDITION, FIG,161, CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND PIPING, AND FIG. 10-101, CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING, SEE NFPA -13, 2002 ED, CHAPT, 10 & 16, SYSTEMS ACCEPTANCE, FOR DETAILS ON THE APPLICABLE TEST, FLORIDA ADMINISTRATIVE CODE, 611515- 32,004 (2) (a-01 a) POINT OF SERVICE: NEW CONNECTION TO 6' SITE MAIN. AT THE DISCHARGE SIDE OF THE BACKFLOW PREVENTOR. b) APPLICABLE STANDARDS, NFPA -13, 2002 EDITION, NFPA -24, 2002 EDITION, NFPA -14 2002 EDITION. d CLASSIFICATION OF OCCUPANCY / HAZARD, THE WET PIPE SPRINKLER SYSTEM SHALL BE CAPABLE OF PROTECTING THE FOLLOWING SCENARIOS. PARKING FACILITIES MECHANICAL ROOMS OFFICE AREAS AND REST ROOMS TO BE LIGHT HAZARD d) DESIGN APPROACH, PARKING AREA: THE FIRE SPRINKLER SYSTEM SHALL BE A WET SYSTEM, PROVIDE PROTECTION AT .15 GPM PER SQUARE FOOT FOR ALL, INCLUDING THE REMOTE 1500 SQUARE FOOT, WITH HEADS SPACED AT A MAXIMUM OF 130 SO, FT, WITH 155 BRASS PENDENT SPRINKLER HEAD, OFFICE AREAS, NONE PROVIDED. INTERIOR HOSE PROTECTION, (FOUR) STANDPIPES PROVIDED WITH 2j' PRVDC IF THEY AREA NEEDED, AND 2j' X 1j' REDUCER CAPS AND CAINES, AS PER NFPA 14 2002. e) CHARACTERISTICS OF WATER SUPPLY, CIRCULATING LOOP SUPPLIED BY CITY WATER SUPPLY WHICH MEETS THE MINIMU14 WATER SUPPLY REQUIREMENTS, f) FLOW TEST DATA, STATIC 65, RESIDUAL, 55, FLOW, 1700, DATE, 4 -13 -061 BYE MIAMI -DADE COUNTY FIRE RESCUE DEPARTMENT FIRE ENGINEERING & WATER SUPPLY SERVICE. g) VALVING AND ALARM REQUIREMENTS,_ THE SYSTEM RISER IS NEW WITH A WATER FLOW SWITCH. CONTROL VALVES INCLUDES A TAMPER SWITCH. h) MICROBIAL INDUCED CORROSION (MIC), I) BACKFLOW PREVENTION: NEW 6' DOUBLE- DETECTOR CHECK VALVE ASSEMBLY AT POINT -OF- SERVICE. I) QUALITY AND PERFORMANCE OF YARD & INTERIOR COMPONENTS ALL COMPONENTS SHALL BE LISTED AND APPROVED FOR INTENDED USE. ALL ELEC, WIRING, INDICATED OR REQUIRED, SHALL BE PROVIDED BY ELEC, CONTRACTOR. 1 ALL PIPING SHALL BE PRESSURE TESTED PER NFPA -13, ' lif$ 10 STE APPROVED 6Y NAM1--DADE COUNTY FIRE DEPAR 1E T SPRINKLER 1A). PLO.0 7 3 3 1 � 0 o_ IBC h� 0 9.7 7 4 d1i JUL 0 6 n17 r JTJICM SYSTEM I VALVE I SYSTEM NAM£/N0. I TYPE SIZE I AREA HAZARD CLASSIFICATION WATER SUPPLY INFORMATION: STATIC PRESSURE TEST LOCATION: L. TR/ANA & ASSOCIATES, INC. CON�V4TING €IVGIN € €RS CERTIFICATE ' AqTNOf17,i1�f 26644 5151 S.W. 9t t�l�VRD MIAMI FLgf_QA,�3110 1� . s Ts LO AN ",_E. Florida RegisltBtArt too, PE39657 SOUTH MIAMI PARKING GARAGE 5829 SW 73rd STREET MIAMI, FLORIDA 33143. ,CT WITH: �' CO Fire & y Simp/exGiinne// Security 0 =����1, ^IL" 1iMS�WW LOCAL OFFICE: SimplexGrinne�l 0550 Com�1'1q Pa k y Vamar, tlorlda 3501% _Ph: 954- 431 -3700 Fax 954-435 -6650 CHECKED BY: PTION: FM PROTECTION PLAN, THESE PLANS PREPARED A M I R AM AR, FL_ ABBREVIATIONS BOB BOTTOM OF BEAM BOD BOTTOM OF DECK BOP BOTTOM OF PIPE FDC FIRE DEPT. CONNECTION HV HOSE VALVE N &C NIPPLE AND CAP NIC NOT IN CONTRACT NTS NOT TO SCALE OBJ OPEN BAR JOIST PRV PRESSURE RED. VALVE RM ROOF MANIFOLD SP STANDPIPE TOO TOP of BEAM TOP TOP OF PIPE TOS TOP OF STEEL UNO UNLESS NOTED OTHERNASE APPROVALS NOTES SYMBOL QTY. El OUT I N Ll OUT I N OUT I N GPM PSI AT . _ 289 R E V I S 1 O N S CONTRACT NO: 99852M DATE: 02- 28-0'7 PSI. RESIDUAL PRESSURE PSI. WITH GPM FLOWING DRAWING NO. Ff-02 OF 8 BY: TEST DATE: 3 06 -21 -01 JGJ (EN, REV.PER MIAMI - DADE -4 16 07 — 2 02-28-07 EFL FOR AHJ APPROVAL 1 01-03-07 EFL V FR APPROVAL NO. I DATE BY REVISION DESCRIPTION TOTAI 9 ROL) COI IPOANG POWDER DRIVEN STUD 3/8" ALI: THREPD ROD a 4"& SMALLER HANGER RING - HANGER - NO SCALE - HANGER RIN( HANGER CONCRETE TEE DRIVEN tOD Al SPRINKLER DETAIL - NO SCALE - AS THE FIRE SPRINKLER SYSTEM ENGINEER OF RECORD FOR THIS PROJECT, I ADVISE THAT THE FOLLOWING SPECIFICATIONS SHALL BE FOLLOWED FOR THE DESIGN OF IT'S FIRE SPRINKLER SYSTEMS, FLORIDA ADMINISTRATIVE CODE 61G15- 32.003 (1) SCOPE -OF -WORK, INSTALL A NEW FIRE PROTECTION SPRINKLER SYSTEM TO PROVIDE COMPLETE FIRE SPRINKLER COVERAGE THROUGHOUT THE NEW PARKING GARAGE, (2) ACCEPTANCE TEST CRITERIA, THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL CONSIST OF ALL APPLICABLE ITEMS SHOWN ON THESE TWO FORMS, NFPA -13 2002 EDITION, FIG,161, CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND PIPING, AND FIG. 10-101, CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING, SEE NFPA -13, 2002 ED, CHAPT, 10 & 16, SYSTEMS ACCEPTANCE, FOR DETAILS ON THE APPLICABLE TEST, FLORIDA ADMINISTRATIVE CODE, 611515- 32,004 (2) (a-01 a) POINT OF SERVICE: NEW CONNECTION TO 6' SITE MAIN. AT THE DISCHARGE SIDE OF THE BACKFLOW PREVENTOR. b) APPLICABLE STANDARDS, NFPA -13, 2002 EDITION, NFPA -24, 2002 EDITION, NFPA -14 2002 EDITION. d CLASSIFICATION OF OCCUPANCY / HAZARD, THE WET PIPE SPRINKLER SYSTEM SHALL BE CAPABLE OF PROTECTING THE FOLLOWING SCENARIOS. PARKING FACILITIES MECHANICAL ROOMS OFFICE AREAS AND REST ROOMS TO BE LIGHT HAZARD d) DESIGN APPROACH, PARKING AREA: THE FIRE SPRINKLER SYSTEM SHALL BE A WET SYSTEM, PROVIDE PROTECTION AT .15 GPM PER SQUARE FOOT FOR ALL, INCLUDING THE REMOTE 1500 SQUARE FOOT, WITH HEADS SPACED AT A MAXIMUM OF 130 SO, FT, WITH 155 BRASS PENDENT SPRINKLER HEAD, OFFICE AREAS, NONE PROVIDED. INTERIOR HOSE PROTECTION, (FOUR) STANDPIPES PROVIDED WITH 2j' PRVDC IF THEY AREA NEEDED, AND 2j' X 1j' REDUCER CAPS AND CAINES, AS PER NFPA 14 2002. e) CHARACTERISTICS OF WATER SUPPLY, CIRCULATING LOOP SUPPLIED BY CITY WATER SUPPLY WHICH MEETS THE MINIMU14 WATER SUPPLY REQUIREMENTS, f) FLOW TEST DATA, STATIC 65, RESIDUAL, 55, FLOW, 1700, DATE, 4 -13 -061 BYE MIAMI -DADE COUNTY FIRE RESCUE DEPARTMENT FIRE ENGINEERING & WATER SUPPLY SERVICE. g) VALVING AND ALARM REQUIREMENTS,_ THE SYSTEM RISER IS NEW WITH A WATER FLOW SWITCH. CONTROL VALVES INCLUDES A TAMPER SWITCH. h) MICROBIAL INDUCED CORROSION (MIC), I) BACKFLOW PREVENTION: NEW 6' DOUBLE- DETECTOR CHECK VALVE ASSEMBLY AT POINT -OF- SERVICE. I) QUALITY AND PERFORMANCE OF YARD & INTERIOR COMPONENTS ALL COMPONENTS SHALL BE LISTED AND APPROVED FOR INTENDED USE. ALL ELEC, WIRING, INDICATED OR REQUIRED, SHALL BE PROVIDED BY ELEC, CONTRACTOR. 1 ALL PIPING SHALL BE PRESSURE TESTED PER NFPA -13, ' lif$ 10 STE APPROVED 6Y NAM1--DADE COUNTY FIRE DEPAR 1E T SPRINKLER 1A). PLO.0 7 3 3 1 � 0 o_ IBC h� 0 9.7 7 4 d1i JUL 0 6 n17 r JTJICM SYSTEM I VALVE I SYSTEM NAM£/N0. I TYPE SIZE I AREA HAZARD CLASSIFICATION WATER SUPPLY INFORMATION: STATIC PRESSURE TEST LOCATION: L. TR/ANA & ASSOCIATES, INC. CON�V4TING €IVGIN € €RS CERTIFICATE ' AqTNOf17,i1�f 26644 5151 S.W. 9t t�l�VRD MIAMI FLgf_QA,�3110 1� . s Ts LO AN ",_E. Florida RegisltBtArt too, PE39657 SOUTH MIAMI PARKING GARAGE 5829 SW 73rd STREET MIAMI, FLORIDA 33143. ,CT WITH: scale 3/32' -f-o' DRAWN BY: al" CHECKED BY: PTION: FM PROTECTION PLAN, THESE PLANS PREPARED A M I R AM AR, FL_ RAULIC DESIGN DATA DENSITY PM /Sq.FT. AREA OF APPUC. HOSE ALLOW. SO. FT. /HD. TOTAL SYSTEM REQUIREMENTS ENGINEERING DEPARTMENT GPM PSI AT CONTRACT NO: 99852M DATE: 02- 28-0'7 PSI. RESIDUAL PRESSURE PSI. WITH GPM FLOWING DRAWING NO. Ff-02 OF 8 BY: TEST DATE: