09-602-001I
EXIST.CITY MAIN c
{ S (FIELD VERIFY) >>
i H d GE�1
X400 p,
c
�Arb';;aF
i
' 317/ -3n
2
r ♦ ' ♦ ' r ♦ Y ♦ r + r ' a '
VERIFY THAT THE MAXIMUM DISTANCE BETWEEN THE SIDEWALL SPRINKLER DOES `�3
NOT EXCEED 14' -0" AND THEY ARE LOCATED A MINIMUM OF 4" TO A MAXIMUM OF 6"
FROM THE CEILING. la
IF TH
E CEILING
SLOPE THE
SIDEWALL -
SPRINKLER SHALL BE LOCATED AT THE
.HIGHEST POINT OF THE CEILING LOOKING DOWN TO THE LOW SIDE.
H G --
I �0
L1
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w 7 M J W + • . • ♦ • . . . . ` .,,Jr. �•4' '" ri a��.'t!. �I
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V Z
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wNa UJ�z =w< 'y °
Concrete Wheel
I h I
ROUGH BRASSG F,D.C.
•Y 1 1
4' SPRING LOADS
GRV, CHECK VA.
l r •� f 11_
v.
' ' :FIN. GRADE � y •.
L J
APEAAEA
ZD z
4" RETAINER GLAND m
�• . „r '' AND TRANSITION GASKET 4 'UND.PIPING
-... -. -_ -- — •-
4'M,J. 90' ELL
W /MEGALUG(TYR)
F.D.C. DETAIL
N.T.S.
INSPECTOR -
`' VERIFY THAT THE CONTRACTOR PROVIDE MEANS TO TEST THE
BACKFLOW PREVENTION VALVE.
(2) 4' On GATE ES
WITH - TAMPERS pr
(WIRING r,U RS) 43��•”
o 4-
,l
INSPECTOR
WE SPOKE WITH ALL FIRES SPRINKLERS ON 5/22/2009 AND WE AGREED TO APPROVE
THIS PLAN AS LONG THEY PROVIDE AN ADDITIONAL SPRINKLER AS ILLUSTRATED ON
THIS SHOP DRAWING. P
SW 68th STREET
s`f E
T F E
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ro m.11001111
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DESIGN AREA #1
LIGHT HAZARD
.10/900 SQ,FT, 1
100 GPM HOSE
NFPA 13 OP ED,F`IG,11.2,3,2,3,1
DESIGN AREA REDUCTION FOR
QUICK RESP,TYPE SPRINKLERS,
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♦ ♦ . . ♦ a ♦ . ♦ ♦
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-
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®�■
55 PSI
■■
■
■■�
■'■
Residual Pressure
+ G3 `PIv "++ ♦♦ . ♦.` +`
0 .
PER CITY COMMENTS
■�
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• •` +• +�
A
C11
■
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JRGN
Flow In G.p.m.
■■
FIRE DEPT. CONNE TIO ♦ a a �;
ONCONCERETE PAD R a + +• • +•�,•,•��a`,•a`.` •,•.I
+ `
11111!
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■�i11
Date Of Test
2/9/09
�., (%Z. 1 • TO 47
>
(FIRE DEPT. CONN. WI L, ♦ ♦ r
• ♦•♦
as ♦
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[ J�
Za
0a
N.T.S.
15 -0
PIPE SIZE
MP six
TTTE OF
♦. a .I
WITHIN 100 FT. OF A HYDMRMJ . a. a.
MAX. 'c'
THREADED LIGHTWALL ;,
Hydrant Location
,
PIN.
IIM.
- v • • W W • • v v + • v ♦ a •I
7�.
7
3JP'
1 -3/5' X 1- 17/32'
DROP-IN ANCHOR
/A
1 -5 /P'
1"
s /a'
a ♦ • a
13 /If'
1 -7 /f'
1 -1/2•
1f /14-
2-
♦• y.a ♦•
WW
1 -3/14.
2 -3/4'
O
N/A
1 -1/2• X 2 -1/32'
DRIP-IN ANCHOR
1 -7/14'
2 -3/4"
1_3/4.
3 -1 /4'
3 -1/2'
2-
3 -s /Y
p J > • ♦ ♦ . . . . !
U.
1 -i /P X 2-16/32-
"OP-IN ANCHOR
T
t 0
3 -7 /a'
5•
2 -3/4'
LLI
a-
3/4'
1 -3/4' % 3 -1/4 -, DRIP. -IN ANC.
3 -5/14'
5 -1/2'
a'
N/A
N/A
N/A
N/A
UJI
w 7 M J W + • . • ♦ • . . . . ` .,,Jr. �•4' '" ri a��.'t!. �I
•, 4, � O W fly v = a ♦ ♦ .
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_:`• `••ate +•••••a,(/��1`l..a'�, ` ♦� n
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V Z
LL 2
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-- w iu -- f- t J ♦. ♦ ♦♦ ♦ ♦a ��+
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[ Y �— cn
F Ito LLit� ��w y' 5
wNa UJ�z =w< 'y °
Concrete Wheel
I h I
ROUGH BRASSG F,D.C.
•Y 1 1
4' SPRING LOADS
GRV, CHECK VA.
l r •� f 11_
v.
' ' :FIN. GRADE � y •.
L J
APEAAEA
ZD z
4" RETAINER GLAND m
�• . „r '' AND TRANSITION GASKET 4 'UND.PIPING
-... -. -_ -- — •-
4'M,J. 90' ELL
W /MEGALUG(TYR)
F.D.C. DETAIL
N.T.S.
INSPECTOR -
`' VERIFY THAT THE CONTRACTOR PROVIDE MEANS TO TEST THE
BACKFLOW PREVENTION VALVE.
(2) 4' On GATE ES
WITH - TAMPERS pr
(WIRING r,U RS) 43��•”
o 4-
,l
INSPECTOR
WE SPOKE WITH ALL FIRES SPRINKLERS ON 5/22/2009 AND WE AGREED TO APPROVE
THIS PLAN AS LONG THEY PROVIDE AN ADDITIONAL SPRINKLER AS ILLUSTRATED ON
THIS SHOP DRAWING. P
SW 68th STREET
s`f E
T F E
�:i�.1:�p :ia�a f) �.iF.i•.: :r_�•'ia_•'�Cb•' r *•'ar• •r...+ r
ra- r'Y'.t5 rrawaa „ara 4,3✓$— kuiSii. • +iLQi �• +.r► +i +r:::r— •V006,00 ri : •: +r:�r!.::r 111110N 11"
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• • • • • U • Y • • •
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• Y
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0000 • • Y •
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DA
M
DESIGN AREA #1
LIGHT HAZARD
.10/900 SQ,FT, 1
100 GPM HOSE
NFPA 13 OP ED,F`IG,11.2,3,2,3,1
DESIGN AREA REDUCTION FOR
QUICK RESP,TYPE SPRINKLERS,
i
1C1 `
b■—
9
3�
By
tti'ater Supply Information
■
1\�
■�Ir
®�■
55 PSI
■■
■
■■�
■'■
Residual Pressure
"�_
®off
0 .
PER CITY COMMENTS
■�
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318, ROO own" .
�■
-1
teas
■
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JRGN
Flow In G.p.m.
■■
®■
11111!
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■�i11
Date Of Test
2/9/09
�., (%Z. 1 • TO 47
>
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N.T.S.
15 -0
PIPE SIZE
MP six
TTTE OF
MIN. 'C
MAX. 'c'
THREADED LIGHTWALL ;,
Hydrant Location
FASTENER
PIN.
IIM.
3/4•
3JP'
1 -3/5' X 1- 17/32'
DROP-IN ANCHOR
1/2'
1 -5 /P'
1"
s /a'
1 -3/4'
1_1/4'
13 /If'
1 -7 /f'
1 -1/2•
1f /14-
2-
2-
1 -3/14.
2 -3/4'
2 -1/2•
N/A
1 -1/2• X 2 -1/32'
DRIP-IN ANCHOR
1 -7/14'
2 -3/4"
1_3/4.
3 -1 /4'
3 -1/2'
2-
3 -s /Y
4-
5 /s•
1 -i /P X 2-16/32-
"OP-IN ANCHOR
2 -1/4'
3 -7 /a'
5•
2 -3/4'
4-3/4•
a-
3/4'
1 -3/4' % 3 -1/4 -, DRIP. -IN ANC.
3 -5/14'
5 -1/2'
a'
N/A
N/A
N/A
N/A
15 -0
CPVC
5 -6
6 -0
G -G
7 -0
9-0
elm
■
INE
N/A
N/A
1211=1133-11
■
■ems
N/A
POLYiUTYLENE (IPS)
N/A
■
■
■�
5 -11
i
®_
■■■
N/A
-■
N/A
®�i�i■■■
POLYiUTYLENE (CTS)
2 -11
3 -4
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N/A
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N/A
N/A
N/A
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MINIM
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DUMPSTER
PROJECTION
ADffVE —
C900 UNDG PIPING "'
I H G B A
3 J
Concrete
Wheel I:
y ( 3 I
Stop i � �t .' i i .L , I � _ � ,��.'�•
On- ite Parking AI I ea,' 1 : , 4 , ( I CONTROL VALVE WIT TAMPER SWIT H'�i. �,RvG
!. f ED
Aj
48 SPACES) a �,c
µ } : ATER FLOWS ITCH I ��,1 �SN�4tFS iENCtik1F
Y31f V c p'
K�LL►C.to •NR N IN N,
i
PRESSURE GAUGE
�I TO SPRINKLER 1.121u�;
R i= L R PI RE PR4TEr.TION PLARI
G FUND 00
0 0 0 0 4 FLG 90 ELL ,, V,
��
✓ 4' D.D..V. •�4 C2 No. Date
/
FIN. GRADE 1 2/9/21 2 4/2/2
i
3 4/27/
i" M 4 5/5/(
5 14/5/
4'UND,PIPING /` 4 "UND PIPING "
4 %J. 90' ELL 74r
W /MEGALUG(TYP.)
BACI(FLOW PREVENTOR DETAIL
N.T.S.
RilfM PETAL
By
tti'ater Supply Information
DROP-IN ANCHOR
JRGN
Static Pressure
55 PSI
2-
PER CITY COMMENTS
JRGN
Residual Pressure
53 PSI
0 .
PER CITY COMMENTS
JRGN
318, ROO own" .
42 1
teas
31Pµ• THREAD ROD
JRGN
Flow In G.p.m.
JALL
"I `(AWNN�VAn20
-
ARCHITECTURAL CHANGES
Pn(SE VARIES)
Date Of Test
2/9/09
�., (%Z. 1 • TO 47
N/A
`�,
12-0
TYPICAL HANGER DETAIL
12:15
�11v
p
N.T.S.
15 -0
PIPE SIZE
MP six
TTTE OF
MIN. 'C
MAX. 'c'
THREADED LIGHTWALL ;,
Hydrant Location
FASTENER
PIN.
IIM.
3/4•
3JP'
1 -3/5' X 1- 17/32'
DROP-IN ANCHOR
1/2'
1 -5 /P'
1"
s /a'
1 -3/4'
1_1/4'
13 /If'
1 -7 /f'
1 -1/2•
1f /14-
2-
2-
1 -3/14.
2 -3/4'
2 -1/2•
N/A
1 -1/2• X 2 -1/32'
DRIP-IN ANCHOR
1 -7/14'
2 -3/4"
1_3/4.
3 -1 /4'
3 -1/2'
2-
3 -s /Y
4-
5 /s•
1 -i /P X 2-16/32-
"OP-IN ANCHOR
2 -1/4'
3 -7 /a'
5•
2 -3/4'
4-3/4•
a-
3/4'
1 -3/4' % 3 -1/4 -, DRIP. -IN ANC.
3 -5/14'
5 -1/2'
a'
N/A
N/A
N/A
N/A
0 0 0 0 4 FLG 90 ELL ,, V,
��
✓ 4' D.D..V. •�4 C2 No. Date
/
FIN. GRADE 1 2/9/21 2 4/2/2
i
3 4/27/
i" M 4 5/5/(
5 14/5/
4'UND,PIPING /` 4 "UND PIPING "
4 %J. 90' ELL 74r
W /MEGALUG(TYP.)
BACI(FLOW PREVENTOR DETAIL
N.T.S.
DRAIN�TEST 1 DRAIN FOR 1 Y CONTROL VALVE (.
Awl, ASS MBLY 11/" DRAIN FOR 21/2" CONTROL VALVE
Sip FIRE Sl"R'�K
Fire Sprinkler Pi in Plan �...U���'����t�
a
p p- _ -,
r
SCALE: 1/8"=V-0" � �QQ•
!Q� A
FIRE SPRINKLER
CONTROL VALVE
ASSEMBLY DETAIL
N.T.S. 2" DRAIN
LAB
1
� MAXI .b�i DIST� G�` BE,�VSEEI��I�
Revisions
By
tti'ater Supply Information
SUBMIT FOR APPROVAL
JRGN
Static Pressure
55 PSI
2-
PER CITY COMMENTS
JRGN
Residual Pressure
53 PSI
0 .
PER CITY COMMENTS
JRGN
Pitot Reading
42 1
teas
PER CITY COMMENTS
JRGN
Flow In G.p.m.
1860
ARCHITECTURAL CHANGES
JRGN
Date Of Test
2/9/09
STEEL RIPE EXCEPT
N/A
`�,
12-0
Time Of Test
12:15
�11v
p
1!(
15 -0
Test Taken By
LT M FERNANDEZ
15 -0
15 -0
15 -0
THREADED LIGHTWALL ;,
Hydrant Location
5876 SW 68 ST
Q•'��l.�c'�
i .
DRAIN�TEST 1 DRAIN FOR 1 Y CONTROL VALVE (.
Awl, ASS MBLY 11/" DRAIN FOR 21/2" CONTROL VALVE
Sip FIRE Sl"R'�K
Fire Sprinkler Pi in Plan �...U���'����t�
a
p p- _ -,
r
SCALE: 1/8"=V-0" � �QQ•
!Q� A
FIRE SPRINKLER
CONTROL VALVE
ASSEMBLY DETAIL
N.T.S. 2" DRAIN
LAB
1
� MAXI .b�i DIST� G�` BE,�VSEEI��I�
�"'
NOMINAL PIPE ,
3/4"
lei"
1 -1�}4"
1-1/2"k
2,- ,
2-
3 -1/2"
4.,
5»
0 .
;.
°SIZE (in.)
teas
-3'
STEEL RIPE EXCEPT
N/A
`�,
12-0
12 -0
f
154
�11v
p
1!(
15 -0
15 -0
15 -0
15 -0
15 -0
15 -0
THREADED LIGHTWALL ;,
Q•'��l.�c'�
i .
THREADED LIGHTWALL
N/A
12 -0
t
2 -0
12 -0
12 -0
N/A
N/A
N/A
N/A
N/A
STEEL PIPE
COPPER TUBE
8-0
i -o
10-
10 eo
12 -0
12 -0
12 -0
15 -0
15 -0
15--0
15 -0
15 -0
CPVC
5 -6
6 -0
G -G
7 -0
9-0
9-0
1 2 -0
N/A
N/A
N/A
N/A
N/A
POLYiUTYLENE (IPS)
N/A
3 -9
4 -7
5 -0
5 -11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
POLYiUTYLENE (CTS)
2 -11
3 -4
3 -11
4 -5
5 -5
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Design Criteria Sprinklers/ Spacing Project
I
System No. Symbol. Qty Size K Temp Description SIN r . SOMERSET CHARTER SCHOOL
Design Area Area #1 Area #2 ® 113 1/2• 5.6 155 TYCO –QUICK RESPONSE WHITE TY –FRB SEMI REC PENDENT W -3231 " Density 10 GPM /SQ.FT 10 GPM /SQ.FT 4 18 1/2" 5.6 155 TYCO –QUICK RESPONSE WHITE TY –FRB SEMI REC SW TY -3331 Fire � � t k� � 5876 SW 68 ST
Design Area S.f. 225 225 1 I) , 1, "1',� ,tn � � ;� . Miami, Florida 33143
54.93
P R I M , S
Psi Re 'd a Cit y Main 54.95 * GnkjSCE;wlht
IN ` ' , ^ (,1 Yj;•�� «,
Gpm Req'd ® City Main 306.7 250.3 !
syatk,l N.. 1 Date: 2/9/2009
Gpm Req'd 0 Basr 50.06 39.72 ' 7�
Drawn H. All Fire Sprinklers 1/8 1' -0"
No. Spkr. In Dir n. Area 9 9
Ch•ckr4 !y: AHJ:
Elev. 0 Highest Spkr 10' 20' 7475 N.W. and Street All Fire Sprinklers Authority Having Jurisdiction
Miami,Florida 33126 Total A/S: 262
Domestic /outside Hose 100 100 TEL:(305) 266 -8874 FAX:(305) 266-8,365 Contract H..
131 Total This Sheet State Certification # 56528000012005 09 -12 FP— 1 Of `T