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Discharge Density and Area
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0.17 gpm /sq -ft over 3000 sq -ft
theater auditorium
ordinary group 2
S,W, 58th, AVE !
12'W _ _ _ _ _ — ___ _ ____ ___ _ _ 12, W
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Hazard
Discharge Density and Area
mercantile
ordinary group 2
0.17 gpm /sq -ft over 3000 sq -ft
theater auditorium
ordinary group 2
0.17 gpm /sq -ft over 3000 sq -ft
parking garage
ordinary group 1
0.16 gpm /sq -ft over 1500 sq -ft
residential
00
0.07 gpm /sq -ft over 3000 sq -ft
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o STANDPIPE SYSTEM RISER (CLASS III, 4"0)
N INDICATING VALVE
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THIS
COMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -(1433
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03�
'a I ! :'l l-al _
5960 S.W. 57TH AVE.
MIAMI, FLORIDA 33143
12” W
610 \ � � (305) 666 -6474
I J �' \ A.A.C. 000404
\J IL Co 2nd FLOG
OUTLETS \\
REED B. VARLEY P.E.
4 °O Jam' FLORIDA ENGINEER
� ® Zane 1fx � � FL ENG. REG. N0. 27465
m
° es c t 25,861 sq.fL
Zane 1B3 13 4„ � S„ 610
REk Q SYSTEM
37 16 C- SOUTH FSYSTEM7I
d
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14 15 r SECTIONAL ? !"
W VALVE AREA 13485 ft. 6„0
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�--- / @ ISSUE DATE
34- ICN
6 -24 -96
Cq
' OPROVED FOR C a PERMIT SET
- — — — 16' W — � — — — — -�- — — — — — — — — 16' w — — — — — — — — — — — — — — -16 • w
SYD,Dc C0IIn s "`l i,±r;:.: „-? REVISION DATE
o ® ® ® o ® o o O a@
13i: O
f TO Z
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°° ® PAT .0
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SUNSET PLACE
DESCRIPTION OF PLANNED FIRE PROTECTION SYSTEMS
1. The fire protection designed for this shopping center and parking are designed, they may be submitted concurrently with the shell space in 3. The system will be designed to provide the required discharge floor, and 12 sprinkler zones on the third floor. Each system is stations are provided so that all portions of each floor level are CADD FILE NAME
structure consists of full coverage sprinkler systems and standpipe lieu of implementing the shell design. Revision to the sprinkler system densities as defined by NFPA 13 -1989 and the Fireman's Fund insurance limited to a maximum coverage of 52,000 sq -ft per floor and is equippedwithin 130 feet of a hose connection. FP -10
systems. Standpipe protection is not required in the enhanced parking design must be submitted by each tenant, signed and sealed by a Florida company requirements. To avoid obsolescence, NFPA 13 -1994 discharge with a fire department connection, an indicating control valve (wall
structure, as it classifies as an open parking garage " less than 75 Professional Engineer for designs exceeding 50 sprinklers. densities are presented where they exceed NFPA 13 -1989 values. post type), and alarm check valve. The zones are supplied from 4 -inch 5. The 6 -inch looped distribution main is supplied by an electric DRAWING TITLE
feet in height. The design is subject to the requirements of both the Discharge densities are required as follows: sprinkler system risers in the enclosed stairways and are equipped with driven fire um with a controller supplied from normal power and the
9 g 1 q 9 q p y y pump PI: p DISTRIBUTION LAYOUT
South Florida Building Code (revised 1994) - Dade County Edition {which The sprinkler system design for tenant spaces will arrange upright
references NFPA 13 -1989, NFPA 14 -1990, and NFPA 101 -1985 as it is sprinklers with approximate 100 sq -ft coverage and enhanced density to
enforced by the Metro Dade County Fire Department) and the Fireman's assure adequate supply and flexibility in the implementation of tenant
Fund insurance company. Both the shopping center and parking structure improvements. It is intended that the removal of upright sprinklers,
(consisting of the existing sprinklered structure and additions to this the installation of piping arm over, and the installation of ceiling
structure as a separate contract project) share a new fire protection mounted pendent sprinklers is to be accomplished without increasing pipe
water supply and distribution system. size. In non - tenant areas which contain ceilings, the sprinkler system
is to be installed with chrome semi - recessed pendent heads with a
Occupancy
Hazard
Discharge Density and Area
mercantile
ordinary group 2
0.17 gpm /sq -ft over 3000 sq -ft
theater auditorium
ordinary group 2
0.17 gpm /sq -ft over 3000 sq -ft
parking garage
ordinary group 1
0.16 gpm /sq -ft over 1500 sq -ft
residential
light
0.07 gpm /sq -ft over 3000 sq -ft
0
7
8
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10
11
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1
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AREA - 19705sq,F \
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M ° AREk- 9,457 sq.F
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16
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18
) 1 ,
L.iE'GENY'
lcjPkINKLCf, )SYSTEV ,RISEF,)(, ,'0),
o STANDPIPE SYSTEM RISER (CLASS III, 4"0)
N INDICATING VALVE
> POST INDICATING VALVE (WALL TYPE)
}- FIRE DEPARTMENT CONNECTION
ALARM CHECK VALVE
N CHECK VALVE
M
IN
al
THIS
COMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -(1433
r
■
03�
'a I ! :'l l-al _
5960 S.W. 57TH AVE.
MIAMI, FLORIDA 33143
12” W
610 \ � � (305) 666 -6474
I J �' \ A.A.C. 000404
\J IL Co 2nd FLOG
OUTLETS \\
REED B. VARLEY P.E.
4 °O Jam' FLORIDA ENGINEER
� ® Zane 1fx � � FL ENG. REG. N0. 27465
m
° es c t 25,861 sq.fL
Zane 1B3 13 4„ � S„ 610
REk Q SYSTEM
37 16 C- SOUTH FSYSTEM7I
d
®� Zane 1C1 4 "0 C- NORTH \ ; N \-•t is t
14 15 r SECTIONAL ? !"
W VALVE AREA 13485 ft. 6„0
� 17 � „� i �`�
4 ° 1 k°
amt e� . . � . m 4"s� \
� � +
�--- / @ ISSUE DATE
34- ICN
6 -24 -96
Cq
' OPROVED FOR C a PERMIT SET
- — — — 16' W — � — — — — -�- — — — — — — — — 16' w — — — — — — — — — — — — — — -16 • w
SYD,Dc C0IIn s "`l i,±r;:.: „-? REVISION DATE
o ® ® ® o ® o o O a@
13i: O
f TO Z
.w
°° ® PAT .0
o I
SUNSET PLACE
DESCRIPTION OF PLANNED FIRE PROTECTION SYSTEMS
1. The fire protection designed for this shopping center and parking are designed, they may be submitted concurrently with the shell space in 3. The system will be designed to provide the required discharge floor, and 12 sprinkler zones on the third floor. Each system is stations are provided so that all portions of each floor level are CADD FILE NAME
structure consists of full coverage sprinkler systems and standpipe lieu of implementing the shell design. Revision to the sprinkler system densities as defined by NFPA 13 -1989 and the Fireman's Fund insurance limited to a maximum coverage of 52,000 sq -ft per floor and is equippedwithin 130 feet of a hose connection. FP -10
systems. Standpipe protection is not required in the enhanced parking design must be submitted by each tenant, signed and sealed by a Florida company requirements. To avoid obsolescence, NFPA 13 -1994 discharge with a fire department connection, an indicating control valve (wall
structure, as it classifies as an open parking garage " less than 75 Professional Engineer for designs exceeding 50 sprinklers. densities are presented where they exceed NFPA 13 -1989 values. post type), and alarm check valve. The zones are supplied from 4 -inch 5. The 6 -inch looped distribution main is supplied by an electric DRAWING TITLE
feet in height. The design is subject to the requirements of both the Discharge densities are required as follows: sprinkler system risers in the enclosed stairways and are equipped with driven fire um with a controller supplied from normal power and the
9 g 1 q 9 q p y y pump PI: p DISTRIBUTION LAYOUT
South Florida Building Code (revised 1994) - Dade County Edition {which The sprinkler system design for tenant spaces will arrange upright
references NFPA 13 -1989, NFPA 14 -1990, and NFPA 101 -1985 as it is sprinklers with approximate 100 sq -ft coverage and enhanced density to
enforced by the Metro Dade County Fire Department) and the Fireman's assure adequate supply and flexibility in the implementation of tenant
Fund insurance company. Both the shopping center and parking structure improvements. It is intended that the removal of upright sprinklers,
(consisting of the existing sprinklered structure and additions to this the installation of piping arm over, and the installation of ceiling
structure as a separate contract project) share a new fire protection mounted pendent sprinklers is to be accomplished without increasing pipe
water supply and distribution system. size. In non - tenant areas which contain ceilings, the sprinkler system
is to be installed with chrome semi - recessed pendent heads with a
Occupancy
Hazard
Discharge Density and Area
mercantile
ordinary group 2
0.17 gpm /sq -ft over 3000 sq -ft
theater auditorium
ordinary group 2
0.17 gpm /sq -ft over 3000 sq -ft
parking garage
ordinary group 1
0.16 gpm /sq -ft over 1500 sq -ft
residential
light
0.07 gpm /sq -ft over 3000 sq -ft
individual control valves. emergency generator. The fire pump is sized to supply the most remote
standpipe with 100 psi at 500 gpm and 250 gpm at a second standpipe to
The automatic standpipe system is a Class III system as defined by NFPA anticipate adaptation of recent NFPA 14 requirements. The South Florida
14 -1990. In accordance with NFPA 14 -1990, 2 -1/2 inch hose outlet Building Code on requires 65 psi at this time. The electric pump has
connections are supplied on the 4 -inch standpipe risers at each main been selected to be a Patterson 6x5M rated at 85 psi for 1000 gpm, 75 hp A
floor landing in the enclosed exit stairways (one per stair, two per at 1800 rpm. The pump is to be supplied through a new 8 -inch connection
scissor stair). 2 -1/2 inch hose outlet connections ore also provided on to an existing 12 -inch water main in S.W. 53rd Avenue which in turn is
each side of walls adjacent to exit openings of horizontal exits, at the supplied from a 20 -inch main in Sunset Drive. A flow test performed
2. A design protecting all spaces is required when the shell is maximum coverage of 120 sq -ft. Brass upright sprinklers are to be used
submitted for ermitting and temporary systems {pendent sprinklers with in the unfinished areas.
4. in center automatic s stems serve 14 rinkler s
The nine shopping p y
entrance from building areas to exit passageways, at the highest landing
of stairways with access to the roof, and on the roof where access to
November 20, 1991 at SW 74th Street and SW 62nd Place indicated a
residual pressure of 56 psi at 2572 gpm and a static pressure of 62 psi.
heat collectors are not permitted. If tenants aces rinkler systems
sprinkler zones on the first floor, 13 sprinkler zones on the second
the roof is not provided by the stairway. Additional) , 1-1/2 inch hose
1
2
3
4
5
0
7
8
9
10
11
12
13
14
t 5
t 6
t 7
18
1 OF 39