08-882R-001r
FIRE 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,
I
U G 2 - - -- DATE 4V15-0i 12:01 PM
FIRE SPRINKLER - 'POINT OF SERVICE' S. W. 66th ST 12" DIP — — — — — — -- UG3 STATIC 56 PSI ACTUAL
— _...., — — — ._ — ..� — — — .r.. RESIDUAL 50 PSI
. •-- ...... - -- —..«�. — .....-------- - - - --- 1 O
,, — •..•. — — — — — — -.+� +� — -� — — — — z — 5571'-0" I STATIC 51 PS�M ALLOWAtLE
FOR SPRINKLER DESIGN
- .•
_
d . n
EX. FIRE WYD. : _ Flaw i�oo GPM
FLOW TEST INFORMATION
PROVIDED
BY AM DADE COUNTY FIRE RESCUE
- - I FIRE ENGINEERING AND WATER
8' P.I.V.1 W EXISTING 8' AMES 3000SS
DIM. BETWEEN FDC L PIV, BACKFLOW PREVENTER, I SUPPLY sERVlc�s
8' YARD RIM, w/ TAMPER CD UG1 � • •. - - .• , Cl
..
FIRE DEPT. CONN• (SEE DETAIL)
96 FT FROM FIRE EXIST HYDRANT �� 57-6 r_
AND 57 FT FROM BUILDING.
FDC
n
r - w • � CO
DIM. CENTER TO FACE OF CURB :�� _ _._. - _ - - - � .. •
' U a_ La
so ...�� _
_ T
El UG7 I ti� •E
H4 �a----- - - - - -- .M.....,. ------ f...,Y - - -- ►+ � �♦ �.
O N p�P
4 _ _ _ / / 36_P" � 0 16
---
FIRE SPRINKLER rrI`�
17-0 SERVIC RISER. _ _ �' 1V DIP [ AvG
r. UG SEE DETAIL ON
- // - ~ I VnN�L
DWG. -10 / -'[ k - : a• Ll , El: - Lj Tog LE V)
•
LEGEND
■ \ '
- 1 I
SPRINKLER RISER ,
FIRE HYDRANT
I
NEW UNDERGROIND PIFING • I -
EXISTING UNDEW -5440 D PIPING
. I
L>J
OH1 HYDRAULIC REFERENCE PONT PROPOSED 6 LEVEL
PARKING GARAGE - Q
FJ
I
o -
H3
Ll I I I I
El
ROOF MANIFOLD
AT 'I ......_...
• Y • v • t,
•r..rrfrrrr - - - -_— _
• Y• i:U U Y • f f f�
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4rYr •••r• r•r
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4 • •
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VUr• U •U••• • ••r ,Y
i
AS THE FIRE SPRINKLER 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:
6'1015- 32.003..
(1) SCOPE OF WORK:
THIS IS A SIX STORY PARKING STRUCTURE. THIS BUILDING AND ITS FIRE PROTECTION SYSTEMS WILL DE
NEW CONSTRUCTION.
(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, FIGURE 16.1, CONTRACTOR'S
MATERIAL AND TEST CERTIFICATE FOR MOVE GROUND PIPING,
SEE NFPA 13, 2002 EDITION, CHAPTERS 10 k 16, SYSTEM ACCEPTANCE, FOR DETAILS ON THE APPUCAOLE
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 WHICH WILL BE CONTRIBUTED BY THE FIRE SPRINKLER /STANDPIPE SYSTEM. ALL HOLES WILL
EITHER BE CORE DRILLED BY WIGINTON OR CAST IN PLACE.
6101532, 004,%2a1�
(a) POINT QE O\-A
THE POINT OF SERVICE IS AT THE SYSTEM SIDE OF THE PACKFLOW PREVENTER SHOWN ON THIS SHEET.
(b) APPUCABLE-N.FPA STANDARDS TO RE 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 AUTOMORILE PARKING AND IS CLASSIFIED AS ORDINARY HAZARD GRP. L
(d) DESIGN APPROACH:
ALL AREAS ARE TO DE 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 THROUGHOUT THE
GARAGE AS NECESSARY WITH A TRAVEL DISTANCE BETWEEN HOSE CONNECTIONS NOT TO EXCEED 200' -0'.
FIRE EXTINGUISHERS WILL RE 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: MIAMI -DADE. DATE OF TEST: 4- 15--08 TIME: 12:01 P.M. FLOW TEST RESULTS:
STATIC: 51, RESIDUAL: 45 PSI, FLOW: 1700 GPM
(g) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED:
FLOW OF WATER:
THE FIRE SPRINKI.ER 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:
REFER TO NOT0, BELO!1
(i) BACKFLOW PRA Nom( I
THE BAGKFLOW FIREv r"NTER 15 8" AND 1513Y OTHERS. THE MAXIhXl'1 ALLOWABLE PW55URE DROP TWROUGH
TWE BACIgLOW PFB VENTER IS 6 M. THE BACKFLOW PRI_VENTER 15 NOT M THIS SCOPE OF WOW,
(j) QUALITY AND PERFORMANCE OF ALL YARD AND INIERIOR FIRE PROTECTION PON NT :
ALL COMPONENTS SHALL BE L15TED AND APPROVED FOR THEIR USE.
G,EMRAL NO MS
1) ALL GROOVED 2" -8" IS TO BE GALVANIZED SCH. 10 WITH FIRELOCK FITTINGS, ALL 1%m
PIPE IS TO BE AWED XL WITH #009 GROOVED FITTINGS.
2) ALL PIPING BY WFS SHALL BE HYDROSTATICALLY TESTED 0 200 PSI OR 50 PSI IN EXCESS OF THE
ALL 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 WANDER MATERIAL IS TO BE GALVANIZED OR ZMC COATED.
5) ALL PENETRATIONS TWIOUGH FIRE WALLS APE TO BE FIRE STOPPED.
(p) ALL DIMENSIONS ARE CENTER TO CENTER UNLESS NOTED OTHEF05E.
U'-J' IV 1 MAN1F ULU _..•
. eou 0' -5' GRV END _..
6 VIC. FLANGE '
0 WAFER CHECK
FIN, GR.
Fq
• �_ i i I i n =iii- _i n_i
--- -
• M
6'
8' DIP FIRE LINE 8' DIP FIRE LINE
8' MEGA -LUG 8x8x6 MJ TEE
ALL JOINTS ARE MECHANICLLY RESTRAINED.'.
NO THRUST - BLOCKING REQUIRED.
rF P
SITE PLAN
5Z
1' = 40.0• FIRE DEPT. CONNEC'nON ELEVATION
3 /8' =1FT
•
(')
I
i
M
r�
i
,
i
Z
w
r
FIRE 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,
I
U G 2 - - -- DATE 4V15-0i 12:01 PM
FIRE SPRINKLER - 'POINT OF SERVICE' S. W. 66th ST 12" DIP — — — — — — -- UG3 STATIC 56 PSI ACTUAL
— _...., — — — ._ — ..� — — — .r.. RESIDUAL 50 PSI
. •-- ...... - -- —..«�. — .....-------- - - - --- 1 O
,, — •..•. — — — — — — -.+� +� — -� — — — — z — 5571'-0" I STATIC 51 PS�M ALLOWAtLE
FOR SPRINKLER DESIGN
- .•
_
d . n
EX. FIRE WYD. : _ Flaw i�oo GPM
FLOW TEST INFORMATION
PROVIDED
BY AM DADE COUNTY FIRE RESCUE
- - I FIRE ENGINEERING AND WATER
8' P.I.V.1 W EXISTING 8' AMES 3000SS
DIM. BETWEEN FDC L PIV, BACKFLOW PREVENTER, I SUPPLY sERVlc�s
8' YARD RIM, w/ TAMPER CD UG1 � • •. - - .• , Cl
..
FIRE DEPT. CONN• (SEE DETAIL)
96 FT FROM FIRE EXIST HYDRANT �� 57-6 r_
AND 57 FT FROM BUILDING.
FDC
n
r - w • � CO
DIM. CENTER TO FACE OF CURB :�� _ _._. - _ - - - � .. •
' U a_ La
so ...�� _
_ T
El UG7 I ti� •E
H4 �a----- - - - - -- .M.....,. ------ f...,Y - - -- ►+ � �♦ �.
O N p�P
4 _ _ _ / / 36_P" � 0 16
---
FIRE SPRINKLER rrI`�
17-0 SERVIC RISER. _ _ �' 1V DIP [ AvG
r. UG SEE DETAIL ON
- // - ~ I VnN�L
DWG. -10 / -'[ k - : a• Ll , El: - Lj Tog LE V)
•
LEGEND
■ \ '
- 1 I
SPRINKLER RISER ,
FIRE HYDRANT
I
NEW UNDERGROIND PIFING • I -
EXISTING UNDEW -5440 D PIPING
. I
L>J
OH1 HYDRAULIC REFERENCE PONT PROPOSED 6 LEVEL
PARKING GARAGE - Q
FJ
I
o -
H3
Ll I I I I
El
ROOF MANIFOLD
AT 'I ......_...
• Y • v • t,
•r..rrfrrrr - - - -_— _
• Y• i:U U Y • f f f�
I
i
• Y Y • • W
4rYr •••r• r•r
UUU• • •
4 • •
•
VUr• U •U••• • ••r ,Y
i
AS THE FIRE SPRINKLER 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:
6'1015- 32.003..
(1) SCOPE OF WORK:
THIS IS A SIX STORY PARKING STRUCTURE. THIS BUILDING AND ITS FIRE PROTECTION SYSTEMS WILL DE
NEW CONSTRUCTION.
(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, FIGURE 16.1, CONTRACTOR'S
MATERIAL AND TEST CERTIFICATE FOR MOVE GROUND PIPING,
SEE NFPA 13, 2002 EDITION, CHAPTERS 10 k 16, SYSTEM ACCEPTANCE, FOR DETAILS ON THE APPUCAOLE
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 WHICH WILL BE CONTRIBUTED BY THE FIRE SPRINKLER /STANDPIPE SYSTEM. ALL HOLES WILL
EITHER BE CORE DRILLED BY WIGINTON OR CAST IN PLACE.
6101532, 004,%2a1�
(a) POINT QE O\-A
THE POINT OF SERVICE IS AT THE SYSTEM SIDE OF THE PACKFLOW PREVENTER SHOWN ON THIS SHEET.
(b) APPUCABLE-N.FPA STANDARDS TO RE 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 AUTOMORILE PARKING AND IS CLASSIFIED AS ORDINARY HAZARD GRP. L
(d) DESIGN APPROACH:
ALL AREAS ARE TO DE 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 THROUGHOUT THE
GARAGE AS NECESSARY WITH A TRAVEL DISTANCE BETWEEN HOSE CONNECTIONS NOT TO EXCEED 200' -0'.
FIRE EXTINGUISHERS WILL RE 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: MIAMI -DADE. DATE OF TEST: 4- 15--08 TIME: 12:01 P.M. FLOW TEST RESULTS:
STATIC: 51, RESIDUAL: 45 PSI, FLOW: 1700 GPM
(g) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED:
FLOW OF WATER:
THE FIRE SPRINKI.ER 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:
REFER TO NOT0, BELO!1
(i) BACKFLOW PRA Nom( I
THE BAGKFLOW FIREv r"NTER 15 8" AND 1513Y OTHERS. THE MAXIhXl'1 ALLOWABLE PW55URE DROP TWROUGH
TWE BACIgLOW PFB VENTER IS 6 M. THE BACKFLOW PRI_VENTER 15 NOT M THIS SCOPE OF WOW,
(j) QUALITY AND PERFORMANCE OF ALL YARD AND INIERIOR FIRE PROTECTION PON NT :
ALL COMPONENTS SHALL BE L15TED AND APPROVED FOR THEIR USE.
G,EMRAL NO MS
1) ALL GROOVED 2" -8" IS TO BE GALVANIZED SCH. 10 WITH FIRELOCK FITTINGS, ALL 1%m
PIPE IS TO BE AWED XL WITH #009 GROOVED FITTINGS.
2) ALL PIPING BY WFS SHALL BE HYDROSTATICALLY TESTED 0 200 PSI OR 50 PSI IN EXCESS OF THE
ALL 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 WANDER MATERIAL IS TO BE GALVANIZED OR ZMC COATED.
5) ALL PENETRATIONS TWIOUGH FIRE WALLS APE TO BE FIRE STOPPED.
(p) ALL DIMENSIONS ARE CENTER TO CENTER UNLESS NOTED OTHEF05E.
U'-J' IV 1 MAN1F ULU _..•
. eou 0' -5' GRV END _..
6 VIC. FLANGE '
0 WAFER CHECK
FIN, GR.
Fq
• �_ i i I i n =iii- _i n_i
--- -
• M
6'
8' DIP FIRE LINE 8' DIP FIRE LINE
8' MEGA -LUG 8x8x6 MJ TEE
ALL JOINTS ARE MECHANICLLY RESTRAINED.'.
NO THRUST - BLOCKING REQUIRED.
rF P
SITE PLAN
5Z
1' = 40.0• FIRE DEPT. CONNEC'nON ELEVATION
3 /8' =1FT
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