08-882R (2)-001FIRE DEPT. CONNECTION STANDPIPE SIGN:
ROOF MANIFOLD AT STAIR -4 LEVEL -5
TOTAL HOSE DEMAND: (4) X 250 GPM AT 100 PSI
REQUIRED AT F.D.C. INLET = 1000 GPM AT 143 PSI.
SPRINKLER RISER
FIRE HYDRANT
NEW INDERGROUND PIPING
EXISTMG INDERIROLMD PIPNG
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FLOW TEST
DATE 4 -15.08 12:01 PM
STATIC 56 PSI ACTUAL
RESIDUAL 50 PSI
FLOW 1700 GPM
STATIC 51 PSI ALLOWABLE
RESIDUAL 45 PSI FOR SPRINKLER DESIGN
FLOW 1700 GPM
FLOW TEST INFORMATION PROVIDED
BY MIAMI -DADE COUNTY FIRE RESCUE
FIRE ENGINEERING AND WATER
SUPPLY SERVICES
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ALL JOINTS ARE MECHANICLLY RESTRAINED.
NO THRUST - BLOCKING REQUIRED,
SITE PLAN FP
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______►.
AS THE FIRE SPR.NKLER SYSTEM ENGINEER OF RECORD FOR THIS FACILITY , I ADVISE THAT THE FOLLOWING
SPECIFICATIONS ARE TO BE FOLLOWED FOR THE DESIGN OF ITS FIRE SPRINKLER SYSTEMS:
611191s_'92. 003.•
(1) SCOPE OF WORK;._
THIS IS A SIX STORY PARKING STRUCTURE. THIS BUILDING AND ITS FIRE PROTECTION SYSTEMS WILL BE
NEW CONSTRUCTION.
(2) ACCEPTANCE TEST CRITERIA:
THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL CONSIST OF ALT'
APPLICABLE ITEMS SHOWN ON THESE TWO FORMS: NFPA 13, 2002 EDITION, FIGURE 16.1, CONTRACTOR S
MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND PIPING,
SEE NFPA 13, 2002 EDITION, CHAPTERS 10 & 16, SYSTEM ACCEPTANCE, FOR DETAILS ON THE APPLICABLE
TESTS.
(3) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS:
THE SUPPORT SYSTEMS FOR THIS BUILDING ARE TO HAVE LOAD CARRYING CAPACITY FOR THE 40.08 PSF
DEAD LOAD WiHIW WILL BE CONTRIBUTED BY THE FIRE SPRINKLER /STANDPIPE SYSTEM. ALL HOLES WILL
EITHER BE CURE DRILLED BY WIGINTON OR CAST IN PLACE.
61G15- 92.004112,) 1/a o .
(a) POINT OF SERVICE:
THE POINT OF SERVICE IS AT THE SYSTEM SIDE OF THE BACKFLOW PREVENTER SHOWN ON THIS SHEET.
(b) APPLICABLE NFPA STANDARDS TO BE USED:
NFPA 10 2002 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS
NFPA 13, 2002 EDITION, INSTALLATION OF SPRINKLER SYSTEMS
NFPA 14, 2003 EDITION, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS
(c) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA:
THIS BUILDING WILL BE USED FOR AUTOMOBILE PARKING AND IS CLASSIFIED AS ORDINARY HAZARD GRP. I.
(d) DESIGN APPROACH:
ALL AREAS ARE TO BE PROTECTED WITH WET PIPE AUTOMATIC SPRINKLER SYSTEMS UTILIZING 155' 5.6K
STANDARD SPRAY PENDENT SPRINKLERS, SPACED NOT MORE THAN 130 SO. FT. APART. A DENSITY OF .15
OVER THE MOST REMOTE 1500 SQ. FT. IS HYDRAULICALLY CALCULATED PLUS 250 G.P.M. FOR HOSE.
MANUAL WET CLASS I STANDPIPES WILL BE PROVIDED AT ALL REQUIRED EXIT STAIRS AND THROUGHOU.T TqE
GARAGE AS NECESSARY WITH A TRAVEL DISTANCE BETWEEN HOSE CONNECTIONS NOT TO EXCEED 200 -0.
FIRE EXTINGUISHERS WILL BE PROVIDED THROUGHOUT AS NECESSARY WITH A TRAVEL DISTANCE BETWEEN
THEM NOT TO EXCEED 75' -0'.
(e) CHARACTERISTICS OF THE WATER SUPPLY TO BE USED:
MAIN IS CIRCULATING. DURATION IS GOOD BASED ON THE FLOW TEST SHOWN IN ITEM (f) BELOW.
(f) FLOW TEST DATA:
DISTRICT: MIAVI -DADE. DATE OF TEST: 4 -15 -08 TIME: 12:01 P.M. FLOW TEST RESULTS:
STATIC: 51, FESIDUAU 45 PSI, FLOW: 1700 GPM
(g) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED:
FLOW OF WATER;
THE FIRE SPRINKLER RISERS FOR THIS BUILDING SHALL HAVE CONTROL VALVES WITH TAMPER SWITCHES AND
WATER FLOW SWITCHES WITH A LOCAL AUDIBLE ALARM AND OFF SITE MONITORING. STANDPIPES SHALL HAVE
CONTROL VALVES WITH TAMPER SWITCHES WITH A LOCAL AUDIBLE ALARM AND OFF SITE MONITORING
(h) MICROBIAL INDUCED CORROSION:
CIE REFER TO NOTES BELOW
(I) A " F OW R , N ZION
TI4E BACKFtWl 11REVENTER IS ON AND IS Ur OTHERS. THE MAXIMUM ALLOWABLE PRESSURE DROP THRO"
THE BACIQ-LC W PREVENTER 15 8 PSI. T1 4E BdCK L W PREVENTER IS NOT N THIS SCOPE OF WOK
(j) QUALITY AND PERFORMANCE OF ALL YARD AND INTERIOR FIRE PROTECTION PERFORMANCE OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS:
ALL COMPONCNIS SHALL BE LISTED AND APPROVED FOR THEIR USE.
GEMS'004L NOTES
1) ALL GROOVED 2' -8' IS TO BE GALVANIZED SCH. 10 WITH FIRELOCK FITTINGS, ALL 1%"
PIPE IS TO BE AWED XL WITH #009 GROOVED FITTINGS.
2) ALL PIPING BY WFS SHALL BE HYDROSTATI ,'ALLY TESTED 0 200 PSI OR 50 PSI IN EXCESS OF THE
MAXIMUM PRESSURE WHERE THE MAXIMUM PRESSURE IS IN EXCESS OF 150 PSI FOR 2 HOURS.
3) CONSTRUCTION TYPE: CONCRETE TWIN TEE DECKS WITH CONCRETE PANEL WALLS.
4) ALL HANGER MATERIAL IS TO BE GALVA412M OR XNC COATED.
5) ALL PETE T RATIONS THROUGH FIRE WALL:) ARE TO BE FIRE STOPPED.
(b) ALL DIMENSICINS ARE CENTER TO CENTER UNLESS NOTED OTHERWSE.
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