00-1264-001 D
6' AMES 3000ss OS&Y VALVE
J D.B.P. WITH TAMPER
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4 6' YARD POST SWITCH.
INDICATOR VALVE
J k k 1'r F j•�'" J�iI I I J i!I J
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WITH TAMPER SWCH S1, J R D 7
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FIRE DEPARTMENT SOIL.STAND CONNECTION R VAT F � 6• PIPE CHECK VALE D.1_ STUB UP B
EAR ING AGAIN_
ST_ TRENCH
H
WALLS
S FIN. GRADE
r ----------- ------------F---+ + ---------------------
EXSTING 12" WATER MAIN 8• FIRE SERVICE UNDISTURBED[BY OTHERS] SOIL.
6' DOUBLE BACKROW
PREVENTER (SEE DETAIL
THIS SHEET) 2 x134"x4" FIRE DEPAARTMENT
CONNECTION WfIH 4" CHECK
VALVE M VERT. POSITION
DDC
L�6* P.I.V WITH
CH
4' LINE SWIT 5 M. E SE CE 6 r Back low Prey me - Assemb Fire Connection hrus. Sf ock�ng z
No SCALE NO SCALE NO SCALE
WATERROW TEST RESULTS
STATIC 75
RESIDUAL 65
BOR FLOW (GPM) 2000
R
' 6' FIRE SERVICE DATE 10-13-00
SEE SHEET FP2 Hydraulic Area No. 1
LOCATION FOR CONT. Required P : 629 ¢ Required GPM
: 59.14
7.300 SW 62 AVENUE Available PSI: 73M Available GPM: 5 .14
I I!
J IJ-o�I JI I IIII II III;I I I I I I I I I--
1
0 �hIIII IIIII I II I 1 I I I I I I I t I I I - 1IIII I I II II 1 I I I 1 I I I I I I _�' ��III II III II�°I'I I I I I I I I'--�"2 J!I!I I1 '�II I II II II Ii I I I I I I I I I I� -2- III II I I I III IlI I I I I I I I I I I I I I i
—0- II lI I III I III Ii 1 I I I.i I l I l I I I t
iII III II I III i I I I t I l I I I I I I I t I _ 2, i I!!I Ii I II III Ii I!t I I!I!t I t I I!i! - -v l II i iI III II IiI I I t I I I l I I I I 1!i I 8 2-'1 1 4 I I I I I - I I I I I I I lI I I 1 Il I i
Density: 0.15
,IIi I�l I T I I
-
Hose Allowance: 250
TEST BY Hazard: Ornary 1 Total Flow: SMI!I
.
1
1
4
x., Design Area: 1500
MIAMI DE FIRE ENGINEERING & WATER SUPPLY yafety Margin 14,9
LT. JOE AGRAMONTE STATION 14 Sq.RJHd. Max.:: 400
Safety Margin (PSI): 10296
33' 36' 36'
bo
Ile,
A
GENERAL NOTES:
THE SYSTEM IS DESIGNED TO PROVIDE A DENSITY OF 0.150 OVEF 1500 S.F.
ORDINARY HAZARD GROUP 1 AS PER NFPA 13. 11 oil II II II
ALL FIRE SPRINKLERS TO BE CENTRAL ESLO 0.70 ORIFICE, 3/4• NPT, 155
BRASS UPRIGHT. 3 ALL MATERIALS AND HANGERS TO BE IN ACCORDANCE WITH NFPA 13 AND SFBC, DADE
2
EDITION. 1 , ! 2' 11 11
4-2 3-1 2- 5-11 12-1 MATERIALS 0 3 0& I I 10-0 l
wI ALL MANS TO BE BLACK SCH 10 WITH WELDED OUTLETS AND VKTAULIC GROOVED 11 1 1 p l #!'_ G 11
FINGS. r'lk>1
I
�p ALL GRID BRANCHLINES TO BE BLK SCH 10 WITH WELDED OUTLE S AND VICTAULIC GROOVED FTGS.,
ALL ARMOVERS 1'-2' TO BE XL WITH BLK C.I. SCREWED FITTINGS.
ALL CONTROL VALVES SHAL BE U/FM LISED AND PROVIDED WTrh TAMPER SWITCHES. I L 11 z. J I 1t
ALL ELECTRI CAL WORK DESIRED OR REQUIRED S HA LL BE DONE B" OTHERS. !I I!!I i I I
i,
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UNDERGROUND NOTES:
�__ �_. _';o +I I!,! -.�fiIIfIIII IIII1I II!II II1II II rI I l I I I I I I I 1 I I!I I I I I I I I I I-3 3 1---0'0--S-�1I1III III 1II I!III I1II iII II 1'1�1 I I I I 1 I I I I I I I I I I I I t I I I I I 1 F11-1 0 0--"
-L0 0 "O1 1I IIIII�II IIII 1jI!l IIIII I!I'I I!I I I I 1 I i i I!I I I!l
-1LIIIIIII!I I II lI IIIII IIIII"I I 1 1 I I I!I I I I I!I I I I I I I I I l I
I I 1 r,I�',�rc��—��'Q IIIIILIII tI IIIIIIIII T I I I I I I I I I I I I!I I I I I l—
_2—___'_-- T II�III1I IIIII!III1IIIIII II I I I I I I I I I I 1 I I 1 I I I l I I I I I I I
TIIIIII I IIII II!IIIII 1I!II j 1 I I I I I I I I I!I I I I I!I I,I I L
lIIII III I I11I II IIIIIIIII II I I 1 I I I I l I I I I I I I I I l I I I 1~I I I I I I I _IIIII III!!!III I II1III
UNDERGOUWD TO BE BLUE-BRUTE C900 WTH M F M%, S. I
PARKING GARAGE IF
ALL UNDERGROUND TO BE IN ACCORDANCE WITH NFPA 24 AND TALL UNDERGROUND PIPING TO HAVE A 36" MIN. BURY AND HYDROSTATICALLY TESED I! o II II 2'0 200 PSI FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS. 1 z 2
8-0 12-0 8-11 l
ALL CONTROL VALVES SHALL BE UL/FM LISTED AND PROVIDED WITH TAMPER SWITCHES.
ALL ELECTRICAL WORK REQUIRED OR DESIRED SHALL BE DONE B" OTHERS. I I I tONCRETEI I
0 WATER SUPPLY INFORMATION: STATIC-70, RESIDUAL-60, R Ow-1800. RAMP
106
Lj
u ° WI I A 2 2' !II IIII
2-' I!III I IlII I IIIII,I I/I I I I I I!l i I I I I i;I i,
13 0 LII I IIIIIIiII III,,,I I I I I I I I I I!t I II I I I I I I I!I I
2_'_12 I 12-0 2-1 9-1 _____TI II1IIII II!I II I,II�b�omI I 1 I I I I I II!I I I
_-�.��I III!IIIlIII I I I I I II i i1 I I I I I!I I I I I l I I I l 3 1 `
It
H II
•
Z'st"y I For Contnuation See 1 st Floor Plan
Sheet Fp2.
Li u Li RR
ARCADE PROPOSED
M.O.B. ENTRANCE PARKING GARAGE FRE SPRINKLER PLAN
SCALE: 1/8 =1'-O'
FRE SPRINKLER M E PLAN
SCALE: 1/16'=1'-O-
1 !2 o III I III1II�1II I II!I I I i I l I I 1 I I 1 I I I I I I I I 1�I I I!��0 0 I f IIIIIII II!III I IIIIl!IIIIII l I I I I I I I I I!I II I I I I!I I I I I I I I!i-— —v �_ 1 1III11 IIIIIIIIII I 1IIlIIIII I Ii I�1 I I!I I 1 I!I I I I 1!I!lI I I I I I I I I I I
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--_
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t �---- WATER J I SUPPLY • MATERIALS SYSTEM(S) --D ESIGN CRITERIA
- —
O RAU�L-IC—a-LL Y-D-E-S IG'N-_ED--S
YSTEM(S) SPRINKLER SCHEDULE MANUF_: GRINNELL f MODEL SFLOW T FIRE '.QMQ R-�_ PAN '4 CFN ERLIN-r B/DECK ORIFI EMP. ESCUT_SYMB_ QTY.LO ,ATION TYP E SYSTEM NO_ LG CAI ION
i I I I ❑��� e ❑ a �
4
--
Si1
MIAMI N In 1'DATE OF TEST- WI ED CAPACITY: 2000 < + ELEV. ABOVE FL_ GRID LINES SCH-10 HAZARD SPRKS. IN CALC. � ec'24 0.70 755 ESLO UPR WAX SPRIG ��F GARAGE
a
{Q
STATIC (PSI" RATED ?PE5WfE: IOZ •;• T/JO1S T = TOP OF JOIST MAINS SCH-10 SPACING DENSi Orlando, Flo V ami, Floride west Palm Beah, Fla RESIDULE. (PSI) DRIVER: -tLtS . 407/ 831-341a X05/ 888-2402 ss1/ s4o-4a2o 6200 SW T Strecf S
�.�MIAMI, FLA BOR = BASE OF RISER BRA NINES XL K FACTOR DESIGN fax 831-57ao fax 40-449' AREA DR�V DAT`ax 888-3804 _ E: 8-14-00 FLOW: (GPM) WELL PUMP TOR = TOP OF RISER INSIDE HOSE GPM DISCHARGE
n c
Jocksonville, Fla ❑ Melboue, Fla S, F JOB: 677 CALE: AS SHO'NN N 904/ 262-5107 407/ 722-5585 .LOC: GPM AL'AIABL� CC = CENTER TO CENTER - 813/ 623-2333 OUTSIDE HOSE 8-25-00 SUBVIT FOR APPROVAL LER fax fax 620-0333 --DAL)t COUNTY MECH. PERMIT# 0 BY
APPROVALS: NIAMIREF: PRESSIc AA4kL2 NA" CE = CENTER TO END RACK GPM KEY PLAN A REVISIONS CON'T. w/ PUBLIX File SMH-Level? CJ%1TKACT NO. 03019 SHEET NO. 1 OF 5 24 _U D o
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