06-547-00524" MAX. ARM -UVtR --=
LENTH PER NFPA 13
1996 4-14.2.3.4
NEW
I" TEE (MINA
24" MAX. ARM OVER
LENTH PER NFPA 13
1996 4-14.2.3.4
(TYPICAL) 1 _
NEW
1 1/4" TEE (MIN)
1" DROP I 1" DROP I 1" DROP
EXISTING EXISTING
SPRINKLER SPRINKLER SUPPLY
SUPPLY BRANCH
CEILING CEILING
T�:NFW SEMI -RECESSED
PENDANT SPRINKLER HEAD
CENTERED IN CEILING TILE
EW SEMI -RECESSED
PENDANT SPRINKLER HEAD
CENTERED IN CEILING TILE
NEW HEAD INSTALLATION DETAIL
NO SCALE
PHIWPS CONCRETE
FASTENER
OR EQUAL
. r
r r r, r r• r• r
r
r.
•r r .
r
r
r �. a r r• r.
r r, r /" r m MINUw7UM D•ISTt:E ' r
=
CONCRETE
=
CONSTRUCTION
ALL THREAD
ROD -
• - o
SWIVEL RING a
SWIVEL RING
-
TRKE-OUT U
PIPE
HANGER
DETAIL - DROP -IN ANCHOR
N.T.S.
PIPE
ROD
TYPE OF
MIN "C"
MAX "D"
SIZE
SIZE
FASTENER
DIM.
DIM.
3141
1121
�/81
I,
55/81
1 3/4 I
3�8a
1-3/8' x 1 11/32'
DROP -IN ANCHOR
11�4
13/16'
1 1/a'
11/2 a
15/16'
2'
2'
1 3/16'
2 3/8' .
21/21
1/ ,
1- Viz' x 1 15/32'
1 1/16'
2 3/4 a
3e
1 3/41
3 1/41
2
DROP -IN ANCHOR
31/2 I
21
3 9118 1.
4'
5/8,
1-OW x 2 15/32'
DROP -IN ANCHOR
2 1/4 a
I e
3 a
51
2 3/4'
4 3/4'
(o'
3/4 a
1-3/4'X3 1/4' DROP- IN ANCH.
3 5/16'
5 I12
6'
N/A
N/A
N/A
N/A
FI
SC4L.Es 1/4'al'-O'
JE NA +W
HITE
R ET4I.P,1i;,1D0UT�
SUITE tO, 19RST'FL001% PLAZA 57
7300 S.W. 57TH COURT
CITY OF SOUTH MIAMI
SOUTH MIAMI, FLORIDA 33143
RF.STROOM $TO ROOM
EXISTING --- �U? NEW
---
NEW
NEW
1PUSAM
EXISTING I NEW
--- ; I£�I--------� ------�---
__ EC:
EXISTING FIRE
SPRINKLER LAYOUT.
SEE SHELL: PERMIT
SET
EXISTING �' ,It NEW
��----------4--------- --apt__-�'
OPEN
SALES
AFMA
EXISTING 1 y'2
L NEWdi �I•---------4------ dV.7T---S
m-m Ka ■ m Name
Q1 CONNECT NEW SEMIRECESSED SPRINKLER NEAR TO
EXISTING FIRE PROTECTION WATER PIPE SYSTEM.
AW SPRINKLER 1 Fes. =
r-2---i EXIST. FIRE SPRINKLER MAIN AS PER
RL�ERENCED ASI3UILTS.
�--� NEW FIRE SPRINKLER BRANCH
ON DENOTES NEW PENDANT SPRINKLER HEAD
LOCATE IN CENTER OF TILE
DENOTES RELOCATED PENDANT HEAD LOCATE
R AT CENTER OF TILE. ROVIDE I' DROP MIN.
O DENOTES EXIST. PENDANT TO REMAIN
TOTAL NO. OF HE,AS
NEW
F49LOCATED
REMAIN
REMOVED
PENDANTS
ee
••
••
TOTAL NO. OF HEADS 68
AVERAGE COVERAGE PROVIDED J&.§aFT. PER HEAD
ORICsk& DESIGN CRITERI_Ag
L HYDRALI.IC DESIGN CRITERIA:
C. OFFICES 4 GENERAL CORRIDOR t TOILET AREAS
NFPA HAZARD CLASSIFICATION---- Ole - 2
DESIN AREA OF APPLICATION---- I,S� 8F.
DESIGN DENSITY ---------------- OJO GFM/SF
DESIGN COVERAGE PER HEAD---- 13m OF. MAXIMIJI`1.
MAXRVI HEAD SPACING --------- Ei FT.
ARE &=RII#IICI ER I ISQaQ
OFFICES AREAS
COMMON AREAS. OFFICES, ETC,
UPRIGHT OR PENDANT SPRINKLER HEAD.
CENTRAL MODEL TY-5 (QUICK RESPONSE)
1S3T_ - Ka5b I*, ORIFICE.
PROVIDE CLEVIS TYPE HANGER APPROVED 5Y
UPRIGHT OR PENDANT SPRINKLER HEAD.
CONTRACTOR SHALL NOTIFY MEAD 1 WORKING DAYS 5---+ORE
A SHUT DOWN WILL OCCUR FOR INSTALLATION OF NEW HEADS OR LINES.
tax Dire prot ti�9 Iwo
o
13280 SW 131 St., Unit 6110, Miami, Florida 331B8
P.O. Box 830294. Miami. FL 33283
Phone- X15PRP-AMR a r .v- Qnr-02an12r•= - -r_�-- ----- -- - -•
e & Building n
Products
WeeaatarSeaebe�aws:
Tedu" Serdew tel: WM 391.83179him (ti001781-5500 Tot i215) 3WWQg/ WM 52M12
Fa[ (215) 362-5 5
Series %Y-FRB 2^ 4.X �,`-ss $1 d 4L0 A-ia cram
Uprigft Pendent, and Recessed Pendent
Quick Response, Burl Coverage
did n n*k••h ue soretklsrs wr11 be
General
an"o-
lion
An iw.tm.dat. tW« a the
Descri
P
SodeslY-FRB Pendell SPtdd@rs are
2 TM Sodas TY FHB, 8.12. S 8. and
det"Od in tedvuca+ Data Sheet
T om• and « Ctasrds are de
8.0 K-tador. Uptight and Pendent
tailed in Tecir kel Dera Street TFFM
SpnrMm described in this data sheet
era gdck Hopp+» - trtandard Ooret-
MARK
ape. deope+tivs 3 mn ¢ass ltteb tYPe
ePreY tprerclate t> for We.in
The Sevbe TY-FF8 �pnnkraa de-
taerltrI herair mtlet be arstaw and
oetx,parnra aide assbbwwgratis.
rtWnainsd to pomphe+rre wrth ads
doct,rtettt as ever as ■•rn A& SPP6ca-
•►bDP4+0 tee.
ayNae:xreiFin.Pro-
Tee nseae.d . task, n a to sow
tda srandoNs of
moos Assoaaffixa a ad6aao a to
TY4:MPwfdoKtr�dridsS.tMNaP-
-egrdselaa,.pperaulrwo"rsh.v-
piiCable. is etlera I br Iree in ataes
ieD Fawn to do ao Teem
withal "' '0011wavesseieers
letprirprDaeyepda►earrtarvioaR
twoylece BgAe 10 t2 taab t1Pr) or
Tlpcawaartenapotaee rrtrsrateirresit-
er� HeaeenaE'"
�'p�
cAchowr vWv *2 kch (127 near) Of
recessedaQtt WmdorupIo3f4wch
i
LtplbeiritepreeeeetortNsamarodds-
viola b poplr etperaereg tandifrtn
imseffoo me orW
FO*
(18.1aetr)dlobla4trebttetlburattte
The
SIA;9dadpwaGon S"In=WIN
raeltrealaarl,v es
�styt.2o(12DradtNPT)otSM.3o¢4
Torch Wn Renews. Escult eeawM
i
V4 inm W4 elan) of wosssed ati)tal-
mew or up No 12 belt (1Z7 mar) of
i#cl@/'
w,tr.et■ 1Metlrfe� t�aeentte
} told x4ast Beta burn the that pea•
175 Pat (1Z.1 bar)
ty Rrose�a Ea eea°'°v:o:s
r the aoaraty Oo vtlidl she tared pipe
Ira
Ce.11id.n:
K:28 (4q3 r41
drops ibfM fprbudsri nasal beorrt
K-4.2GPIAfpei�=.S LPMAe►tai
corrosion resistant coatings, where
T V 1131 - `= "K.1f7'Wr
TY1231- 22K.WNPT
K - 5.8 GPWpsi+a (80.6 LPDUbet
K:BA()PWpsim(116,ZLPMfber i
apple" we ueizw n extend the
Its of coPDer WSW sprinklers beyond
TY2131- llpripht 4_2K.,V2'NPT
Tanparabur Regro.
+ that adtidt would Otherwise be otY
haired when ex0omd to conoda1-
TY2231 - Pendant 4.21(.112'Niri
TY3131- UprIpORowl SAK.12'NPT
RMer to Table A end B
c'O'b" tells.
r" 101ee- 10"Mc
i taro coaled have Palled Ill
T311- upright 3f4-NPT
SprMw. Reler to Table A .rnd 8
EsaAdnon: Vftk k4s e
acne n W
isrtatdard cooteams of tt►s epp4
TY�i1- Paldeot &0V, 3f4'NPT
Recessed
Chrome Pealed, or Bags PDaasd
table *PC-d agenciss.lM les*V a
-
s. o
�'ep11 �
Teehnkaal
r
is recommended to the end um be
ftta
physicalaa.acUfUgm
ms ......
aortediedith wrespedlo 11te eeitabinq
d these coatings for any given corm-
Sea" Asseff&Y ... _ .....
erampeatun, concentration of
o
GUL tatd
andA�se.�'^P
BeryAsrm lld
tsieaMrotment.Then"on'saambr-
w�
Bo ....
dtetipleall
dhouldw`eie a mi m
�`rB
PAf@rioTab1ssbtcnwspotovet
°^ Screw ..... &Dotedr
..... sw
the sal
stag the
le annolon incklap eorrosMn frr
tare statw.t
__.__ `T`� CO �N QE'tCl''T-. i'z"` - 5. � • 3 2.3
St�PPRESSION SYSTEM APPROVE
11�lI/�Ijlfl-DADS COUNTY FIRE L,EPARI °GENT
SPRINKLER I.D. Nip.
I.D. I`!O. A? C%
bA1� oZ / O BY
Gmk,,;UN1D LEVEL
KEY 5.—U ILI) ING PLAN 57 COUPT
DATE HeV161oN NQ DiA7E SON DR WW wnxv
I taun%
}
t PAM& QRMPL.AIy
SURE 120
e
DDAT7 60% CD 12.06-06
PROJECT NO: 2OUN