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Area 1 1.612 Ft'
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Design Area No 1 — ORD (P 2
Density 0 20 Area 1 500 SQ FT
Flow 608 46 gpm @ 52 27 psi
Includes 250 gpm Hose allowance
Kul
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FUTURE
TENANT
-- J
N
FLOCR PL -=N - {-IRE PROTECTION
NY I y
`--4 GROSSMAIN
I 2 WAY x 4 F D C
(BY OTHERS)
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-----140-----
C 900
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� HYDRANT—
(BY �Q
OTHERS) 411
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it I I
III o
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FULL �BUILDING SEC ON 4 D C D A BACKFLOW PREVENTOR
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(BY OTHERS)
I I
������ I I
10 ��t/�� — — — —16-0 J I
TEST , I o� I
— — — — — — — E(ISTINf 12 CITY WATER MAIN—
TYPES OF SPRINKLERS NO DATE REVISION DESCRIPTION
SYMBOLS S I N QUAN ORIF TEMP MAKE & MODEL TYPE FINISH ESC 0 1 16 13 SUBMITTED FOR APPROVAL
RA1414 8 56 155 RELIABLE F1 FR SSP WHI FE RECESSED
O R3622 139 80 1 j5 RELIABLE F1 FR SSU BRASS NONE
X14 I
SCALE 1/8 =1 -0
DESIGN CRITERIA
WATER SUPPLY
FLOW TEST
NO OF SPRINKLERS
FIRE PUMP
DATE OF TEST
1 14 13
RATED CAPACITY
TIME OF TEST
GPM DISCHARGE
RATED PRESSURE
STATIC PRESSURE
68
PUMP TYPE
RESIDUAL PRESSURE
64
WELL PUMP
GALLONS FLOWING
1 110
GPM AVAILABLE
TESTED BY CITY OF
COCOA
PSI AVAILABLE
Kul
IY BRANCHLINEJ
FUTURE
TENANT
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FLOCR PL -=N - {-IRE PROTECTION
NY I y
`--4 GROSSMAIN
I 2 WAY x 4 F D C
(BY OTHERS)
I
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-----140-----
C 900
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� HYDRANT—
(BY �Q
OTHERS) 411
I I
I I
it I I
III o
I I
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� I I
I I
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FULL �BUILDING SEC ON 4 D C D A BACKFLOW PREVENTOR
I I
(BY OTHERS)
I I
������ I I
10 ��t/�� — — — —16-0 J I
TEST , I o� I
— — — — — — — E(ISTINf 12 CITY WATER MAIN—
TYPES OF SPRINKLERS NO DATE REVISION DESCRIPTION
SYMBOLS S I N QUAN ORIF TEMP MAKE & MODEL TYPE FINISH ESC 0 1 16 13 SUBMITTED FOR APPROVAL
RA1414 8 56 155 RELIABLE F1 FR SSP WHI FE RECESSED
O R3622 139 80 1 j5 RELIABLE F1 FR SSU BRASS NONE
X14 I
SCALE 1/8 =1 -0
DESIGN CRITERIA
SYSTEM NO
1
NO OF SPRINKLERS
HAZARD
ORD GP 2
20
SPACING
130
GPM DISCHARGE
I' FACTOR
8 0
52 27
INSIDE HOSE
0
INSTALLATION AND TESTING SI-, LL -3 IDLY V�tITI-a
OUTSIDE HOSE
250
RACK GPM
0
(6) HEAD SPARE SPRINKLER
HYDRAULICALLY DESIGNED SYSTEM
LOCATION
TENANT
NO OF SPRINKLERS
13
DEI JSIT (
20
DESIGN AREA
1 500 SO FT
GPM DISCHARGE
60846
RESIDUAL P_)I AT
52 27
147 IHEADSI THI`' I SHEET
STEEL ANGLE
TOP BEAM CLAMP
ZINC THREADED ROD
UHANGER RING
1 SANGER DETAIL
NOT TO SCALE
L
.0 ee�tie�twi
C.L/4l$®''�i
r
i No 58238
o
® STATE OF
"``
BY Engineer of Record =�
CJL Gaylon R Claiborne,
2641 Canterbury Circle
Rockledge Florida 3295
R p d d 1y HILTI I C t y f
J Lb t I
D b 4 200
R p d d by HILT[ I C t y f
UL U d t L b t UL D b + 2072
P 3 t f P 9 f 2
1
�kyl
J060 Cavel Street
West Melbourne Florido 32904
I
I
Ph \321 —508-2767
colemanfire@cfl rr com
'1 110 I VA
rt T
0A6
File Name
Bldg Permit #9673
Address ��', r:ijlrl
8801 Astronaut Blvd
OVERHEAD PIPING PLAN
PROJECT NAME
BE'A CHWA FE C O IPLE'X
8801 ASTRONAUT BLVD
CAPE CANAVERAL FLORIDA
DRAWN BY Cnri� J Lorton DATE January 16 2013
SPRKS ON JOB 147 SCALE As Noted
APPROVALS LOCAL AUTHORITr
CONTRACT NO SHEET 110 1 OF 1
GENERAL NOTES
4 CROSSMf,iN
1
FIRE PROTECTION SYSTEM DESIGN MATERIALS
120V
INSTALLATION AND TESTING SI-, LL -3 IDLY V�tITI-a
6 ELE BELL
NFPA 1.3 (2007 ED) AND ALL APPL IC'ABLE STATE
(6) HEAD SPARE SPRINKLER
AND LUCAL CODES
2 xi TT —
BOX W/ WRLNCH
2
SPRINrL.ER kEADS ARE REQUIRED 5E
A1\1 t TTERN
TOL W/l x4 BUSHING
CENTERED IN ACOUSTICAL CEILING T
TF N ,RAIN VALVE
Y4 xO 4 TT Jq i WAf VALVE
ON 2x4 3 TI TO
Y4 PLUG 300 PSI GAUGE
3
ANY AND ALL PCINETRATIUNS N = ' _ Sl` 01'E
90 -f
lUT , R 1 7 IT
4 r OW SWITCH
WALLS SHALL BE FIRE AND SMOKE STOPPED
VVITH A �T -,7-)SEI'- BLY
4
ALL PRO.UCT PI' AJC AND ECUIP IEN USED
r
"OR FIRE F'It^IECTION WORK a:)HOVVN ON THESE I.
DRAWINGS SHAL_ BE U! LISTED aND DEAR
SUCH MART ING -EE MATERIAL SUBtiII-TAL
DATA FOR PI,ODUCTS TO BE USED
ANY SPRINr.LER HEADS TO BE INSTALLE-) N
4ARD CEILINGS SHALL BE PROTE�.TFD BY A
—_— - 4
FROM r IT f WATLR UPPLY
REMOVABLE HEAD COVES TO El ` UP L -1EAD S
NOT DAMAGED DURING CEILING FIN'- I �G
PROCESS
/\
A
HANGER SPACING AND INST4LLATION gHALL
c_ONFORNI WITH NFPA 13 (2007 ED)
NO SCALE
-7
ALL TH FAD ROD SHALL BE: - JC PLATED
8
MATERIAL OF INFEPNATIC JAL~ SRI r1HY BE
USED
9
NO PAINTING VVIRING OR PROV DING OF FIRE
EXTINGUISHERS IS REQUIRED OF THIO
CONTRACTOR
10
ALL OUTLETS SHALL BE SHOP WELDED TAPE AND
PIPE DOPE SHALL BE USED AT ALL MELDED
OUTLETS
STEEL PURLIN
11
PIPE JOINT COMPOUND SHAD BE USED aT ALL
THREADED CONNECTIONS
12
ALL GROOVED PIPING SHALL BE BLACK SCH 10
SAMMf SUPER CREW
PIPE UNLESS OTHERWISE NOTED
WDR 1
13
ALL THREADED PIPING SHALL BE BLAur, SCH 40
UNLESS OTHERWISE NOTED
-3/8 ZINC ATR
14
ALL GROOVED MAINS ARE SHOWN AS CUT
SEE PLAN FOR LENGTH
DIMENSIONS ALL THREADED LINES ARE SHDWN
AS CUT DIMENSIONS
15
TYPE OF CONSTRUCTION STEEL PURLIN
16
DESIGN FOR THIS BUILDING IS BASED ON AN
HANGER RING - SEE
ORDINARY HAZARD GROUP 2 OCCUPANCY
,--'-PLAN
FOR SIZES
MERCANTILE PIPE SIZING IS BASED ON
PROVIDING 20 GPM OVER THE ENTIRE AREA
INCLUD NG THE: ,OST REMOTE l j0(,) -)U r T 25U
GPM COMBINED HOSE ALLOWANCE HAS BEEN
�ANGER
/\A\I
ADDED AT THE CONNECTION TO THE NEAP�ST
� �� L
FIFA HYDRANT MAXIMUM COVERAGE PER,
SPRINKLER IS 130 SOFT FOR STANDARD SPRAT
NOT TO SCALE
SPRI NKLERS
L
.0 ee�tie�twi
C.L/4l$®''�i
r
i No 58238
o
® STATE OF
"``
BY Engineer of Record =�
CJL Gaylon R Claiborne,
2641 Canterbury Circle
Rockledge Florida 3295
R p d d 1y HILTI I C t y f
J Lb t I
D b 4 200
R p d d by HILT[ I C t y f
UL U d t L b t UL D b + 2072
P 3 t f P 9 f 2
1
�kyl
J060 Cavel Street
West Melbourne Florido 32904
I
I
Ph \321 —508-2767
colemanfire@cfl rr com
'1 110 I VA
rt T
0A6
File Name
Bldg Permit #9673
Address ��', r:ijlrl
8801 Astronaut Blvd
OVERHEAD PIPING PLAN
PROJECT NAME
BE'A CHWA FE C O IPLE'X
8801 ASTRONAUT BLVD
CAPE CANAVERAL FLORIDA
DRAWN BY Cnri� J Lorton DATE January 16 2013
SPRKS ON JOB 147 SCALE As Noted
APPROVALS LOCAL AUTHORITr
CONTRACT NO SHEET 110 1 OF 1