12-1146-0014�
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ag + l NEW 6" U.G_ I cone.
tl, l i pp NEWC'x2)�- x2y2 "FDC PUMP IRM t
H ISSTIINN FIRE le 71
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T. 12 --
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—EX " DIP WM
rn"c. — -- — y« _ _ EXIST. 12" DIP WM _ _ s /
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� TANbPIrE SYSTEM SHALL" I3E TESTED TO VERIFY THATIT r� �` — — — — ExIST. 12" DIP wM—
RE rRESCRIBE IN NF�A 1� r
I [VIDE THE REQUIRED FLOW AND PRESSURE I �
_
f�Ot EDITION SECTION 7.9.1, 7.'10.1:1.2 AND 7.10.1.1.2 - - -- _
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THE' SYSTEM WAS .DESIGNED BASED ON FLOWING THE MOST REMOTE
VALVES LOCATED IN. THE GROUND FLOOR AND ONE ° – c.verel c.nc /
7H'REE HOSE V
rc.rn ` I �_�. _ 1 C.NCHEtE $I CENALK `'' c.nc. � J ��G �VALVE LOCATED ON THE UPPER MOST REMOTE OUTLET u
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TWo SYSTEM SHALL FLOW NO LESS THAN 1000 GPM."
THE ACCEPTANCE: TEST IS REQUIRED BY NFRA 14.2007 EDITION
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SECTION 11 5.1 AND SHALL BE PERFORMED BASED ON NFPA 14.2007 � G \
EDITION SECTION 11,.5.1.1 l /// // r
7.8.1 MUniintin, Designs presrrre for 1-1y*aulically Designei rr I s �ntN� v cos err` <t• <.
t+cntut -1t mulically designed standpipe systems shalt lee le- "- _
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signel to provide the waterflrw rate required lay Section 7.10
at a minimum resmival pressure of 1170 (6.91.ar) at the outlet
i of the hy+draulicaifysnest remote 2'a in. (65 mm) hose cormec
i tion ant 65 psi (4.5 bar) at the outlet of the hydraulically Host
remote 1'84 in. (40 mm) hose station.
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flow rate for addiiional standpipes _
slNall be 250 gput (W L/min) perstandpipe, with the total not Fire Protection Plan Site Plan
7.10.1.1.5 The minimum
Scale: 1 "= 30' -0
to c=ee4 1250 gpn (4731 L/lmin) or 1000 grm (3785 L /rain)
°
for builsiings sprinWered throughout. #{
I 7.10.1.1.2* Where a hariarntaf stand I and Bass pipe on a {lass j
I 111 system mpplim three or more hose connections on any floor,
ulical d din
a
lew Is (y far'jtFnerh "cchiTcrma+r wVl!�, mr i -:
tfe ign e•n•ep(. This Mvew'Ges not relre , "Thg c•Vleem
fern ;;tai r•spcnstb':ily far gxjanfttiLS, a trrs, arms.,,•,,.,
a e•mpl,anr e watt tte@ inter off trier 4".
a¢( umcros.
Ncview an4i ap{�mvaf by Wjfradtir rs�uir xtl �Ie', L'
f:rbricai an s' lams n or kt?Wiffaven. .
Any action sh•wn I 4 f7F3�t Y +rrRe'r
the plans array spec,f, attjCfyg Ce i � rENyrls c
nslrlhS r'krr , mSlw
far Dirr2 which hail 6t° ton 'rm�c
the o4 site. D3J t u oar c! €
rnv, cr1 sfrtftt`.ItGals mu w'b, re Si,tt;Yu+l
w,trun 15 vi,", a+ trjEc
fire ori�,h•I ssi7 *ru, i
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Miami, a !J31 4 S
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BY thin �-
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ROLANDO RUIZ
p• r<v � '
Notary public - State of Florida
• : My Comm. Expires Aug 14, 2019
�= Commission # EE 223127
''�•" F` Ionded Through National Nolarp llstie.
npd�
A
CERTIFIED COPY
OF
ORIGINAL DOCUMENT
the minimum flow rate for the hydra ly most eman tr f.
hos'tzoutnl standpipe shall be 750 gpm (2840 L/min), and the I
calculation procedure shall tie in accordance with 7.10.1.2. RELUlNO CONSTRUCTION CO.
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SOUTH MIAMI HQSPITAL
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1 11.5.1' The standpipe systcn shall Le testeal to verify system
PROJECT
41emansi. G I�E1li�WED IESUNfi W/COWCTION
11.5.1.1 This test shall Ise conducted by flowing r -&ter si- v
{ multaneously from the outlet(s)
inslieated in Ilse approves)
u pD
h raulic calculations of each standpipe as require
lay Sec- i 11E111EWED AS NOTED REJECTED
I Botts 7.8 and 7.14.
SPEC StwCTK7N I �d 00 0 2 CCU
The purpose of this submittal review is solely to ascertain general
cOmfocs with contract documents and is not to be construed as
�
rM w Of fesPonsibillity for design or intent. Approval of this sl:bmitt,
dots not relieve the tubcontroctor or vendor of contractual responsibility
for quantities, frItionsions or confermance with contra t d
Approval ay: J.T. Fax. (305) 994 9210';:. Jorge de h Tomente Fire Protection Plan Site Plan
P.E. Reg.No.. 19690
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Reviewed bv: _ Date:' y'
GENERAL NOTES:
1
Number of Sprinklers
1. All Pipe Locations are to be Field Measured Prior to Fabrication anc� Installation
Symbol
Description
Total This Sheet: Total This Job: 867 NEW BLDG + 567 EXIST "BLDG = 1434
Symbol
5 mbol Revisions: Date:
SEAL:
B
JO NAME:
by Sprinkler Contractor.
Q
Hydraulic Reference Points
Symbol
No.
Description:
__
O
2. All Dimensions Shown are Center to Center.
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3. High Temperature Heads are to be Field Locpted; Where ReNuired. ".
` C,
Elev. Below Top of Steel
_
Fire Dept Comments
P
02/Oa 2011
SOl.ltil Miami Hospital
4. All Pipes and Hangers are to be Installed ptr : NF PA X13.
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Elev. Above Finished Floor
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5. Hangers are to be U.L. Listed and F.M. Approved.
Elev. of Top . of Steel
-- —
Drawn ■ :
y J�oT at �u
En Comments of 02 27
03 07 201 1
inc
Clinical Expansion
(Ei
Ceiling Height
I
❑ O
Denotes Hangzr Location
Scale: l4s SH�WN
C.A. No.2435
7400 SW 62nd Ave
–._
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7290 NW 44th STFF2
South Miami, FL 33143
•
Rise up or down
_
Date: 01.16.2012
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MIAMI, FL 33166
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Tel. (305) 994 9220
Drawing Title:
Approval ay: J.T. Fax. (305) 994 9210';:. Jorge de h Tomente Fire Protection Plan Site Plan
P.E. Reg.No.. 19690
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