10-995-002I
o �
(��?? cr
n xisting Upright I - to s mmmn
t located as She
i 202„ 2y2 Mesh lee 1[ r
�I � Cn
X ALL LLXHDS CALCULATED @ 6 Et oX 1 t�,
> _ -
��
Full Wa 1 I
r`� - Existing Upright -
E SPRINKLER PLAN 1 st Floor
Under Stains
N b
r `,� r
R ID CE
SCALE. 1/8"=1'-0 OPEN
Y
INSTALLED S.
.......,B E W THE
- ECK
GTT_
11, SOFFIT/
/ 10' -1'1' A.F.F.
SYMBOLS LEGEND GENERAL NOTES
i .
.EXISTING PIPE - - -- crr CLG. 12'-6 A.F.F. l
i EXISTING MALL RETAIL SPACE, WITH BAR JOIST CONSTRUCTION CEILING FULLY SPRINKLED � cw I %'rx
NEW PIPE MechT\
SIMPLEXCRINNELL TO ADD NEW FIRE SPRINKLERS ACCORDING TO NFW LAYOUT.
NEW HANGER
NEW LAYOUT TO BE DESIGNED AS ORDINARY HAZARD (GROUP 2) IN SALES AREA AND STOREROOM.
PIPE TO BE DEMO.
WITH A MAXIMUM COVERAGE OF 130 SQ.FT, AND 100 SQ.FT. PER FIRE SPRINKLER. f`
NEW. SPKR. PEND, N Q+
ALL ARMOVERS TO BE SCH -40 PIPE WITH CAST IRON FITTINGS.
EXISTING 1" OUT. E •
i ALL WORK SHALL BE IN ACCORDANCE WITH NFPA -13 (2002).
NEW. MECH. TEE ❑ s
EXISTING OUTLET TO BE PLUGED
NEW. SPKR. UPR. N Q
RESPONSIBILITY APPROVALS SYSTEM INFO SYMBOLS IMPORTANT NOTICE TO USER
WORK BY ( SYS
SG DESCRIPTION OF WORK
❑
i
i{
IN
DESIGN AREA 1
i
t
ORDINARY HAZARD
L. SRK.
SYS. AREA
*13"
AREA:
1577.9 SQ.FT.
1
❑
OUT
DENSITY:
0.20
3-8,
5' -0' MAX,
15' -0' MAX,
FLOW:
709.4 9pm�
USER AGREES TO THE FOLLOWING TERMS AND CONDITIONS: THE ELECTRONIC
INFORMATION IN THE DRAWING MAY BE SUBJECT TO INTENTIONAL OR UNINTENTIONAL
Adding & Relocating Fire S kr. Hds.
PRESSURE:
20.4 psi
HANGER
STEEL PIPE
SPRINKLER HEAD
I C
HOSE ALLOWANCE:
250 1prn
❑
El
o �
(��?? cr
n xisting Upright I - to s mmmn
t located as She
i 202„ 2y2 Mesh lee 1[ r
�I � Cn
X ALL LLXHDS CALCULATED @ 6 Et oX 1 t�,
> _ -
��
Full Wa 1 I
r`� - Existing Upright -
E SPRINKLER PLAN 1 st Floor
Under Stains
N b
r `,� r
R ID CE
SCALE. 1/8"=1'-0 OPEN
Y
INSTALLED S.
.......,B E W THE
- ECK
GTT_
11, SOFFIT/
/ 10' -1'1' A.F.F.
SYMBOLS LEGEND GENERAL NOTES
i .
.EXISTING PIPE - - -- crr CLG. 12'-6 A.F.F. l
i EXISTING MALL RETAIL SPACE, WITH BAR JOIST CONSTRUCTION CEILING FULLY SPRINKLED � cw I %'rx
NEW PIPE MechT\
SIMPLEXCRINNELL TO ADD NEW FIRE SPRINKLERS ACCORDING TO NFW LAYOUT.
NEW HANGER
NEW LAYOUT TO BE DESIGNED AS ORDINARY HAZARD (GROUP 2) IN SALES AREA AND STOREROOM.
PIPE TO BE DEMO.
WITH A MAXIMUM COVERAGE OF 130 SQ.FT, AND 100 SQ.FT. PER FIRE SPRINKLER. f`
NEW. SPKR. PEND, N Q+
ALL ARMOVERS TO BE SCH -40 PIPE WITH CAST IRON FITTINGS.
EXISTING 1" OUT. E •
i ALL WORK SHALL BE IN ACCORDANCE WITH NFPA -13 (2002).
NEW. MECH. TEE ❑ s
EXISTING OUTLET TO BE PLUGED
NEW. SPKR. UPR. N Q
RESPONSIBILITY APPROVALS SYSTEM INFO SYMBOLS IMPORTANT NOTICE TO USER
WORK BY ( SYS
SG DESCRIPTION OF WORK
❑
OUT X
IN
DES, AREA
LENGTH
FACTOR
SYS. TYRE
VA. DIA.
L. SRK.
SYS. AREA
*13"
PIPE�TOBOTTOMOFDECK
BY ACCEPTING OR USING THIS DRAWING AND /OR THE INFORMATION CONTAINED HEREIN, THE
1
❑
OUT
IN
MIN,
3-8,
5' -0' MAX,
15' -0' MAX,
3'
12 -4 PIPE PTO FINISHED FLOOR
USER AGREES TO THE FOLLOWING TERMS AND CONDITIONS: THE ELECTRONIC
INFORMATION IN THE DRAWING MAY BE SUBJECT TO INTENTIONAL OR UNINTENTIONAL
Adding & Relocating Fire S kr. Hds.
BN
HANGER
STEEL PIPE
SPRINKLER HEAD
I C
x MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12' -0' FOR ALL PIPE SIZES
❑
El
OUT
OUT
IN
IN
0 i
r
000 Y w••
r
OF
0
WATERFLOWSWITCH
TAMPER SWITCH
ALTERATION. ANY USE, REUSE, COPYING MODIFICATION OR ALTERATION OF THE
INFORMATION CONTAINED HEREIN SHALL BE AT THE SOLE RISK OF THE USER. THIS
3/8" CONC. STUD.
El
("C`d v ' v •
•0•
*see
.,
3/8 �A. T �5. •
0
HYDRAULIC REFERENCE POINT
INFORMATION MAY NOT BE SOLD OR TRANSFERRED TO ANY THIRD PARTY, USED ON OTHER
REVISIONS
V Y •
0000 •0:400 0
[il
IRANCHLINE /MAINLAIEL
PROJECTS OR ADDITIONS TO THE PROJECT FOR WHICH IT WAS PREPARED, OR USED FOR
COMPLETION OF THIS PROJECT BY ANY THIRD PARTY. SIMPLEXGRINNELL DISCLAIMS ALL
HANGER RING
!
NO.
DATE
BY
REVISION DESCRIPTION
A4
WELDED PIPE LAIEL
LIABILITY FOR THE USE OR REUSE OF ALTERED FILES BY THE USER OR ANY THIRD PARTY
WATER SUPPLY INFO: STATIC PRESSURE PSI - RESIDUAL PRESSURE: PSI WITH GPM FLOWING
0
10 -06-10
JAR
FOR AHJ APPROVAL
-D
®
CAP (THR'DORGRV'D)
SYSTEM RISER
AND SUCH USE WILL BE A USER'S SOLE RISK. USER SHALL, TO THE FULLEST EXTENT
PERMITTED BY LAW, DEFEND, INDEMNIFY, AND HOLD SIMPLEXGRINNELL HARMLESS FROM
❑
I
D-`
COUPLING UHR'DORGRV'D)
ANY AND ALL CLAIMS FOR LOSS, DAMAGE OR INJURY ARISING DIRECTLY OR INDIRECTLY
l
-+-
---
FLANGED CONNECTION
1 -WAY EARTHQUAKEIRACE
THEREFROM,
LOCALITIES SUBJECT FREEZING CONDITIONS, OWNER U MAINTAIN H
THROUGHOUT WET PIPE SPRINKLERSYSTEMSA AREAS, AND NENCLOSURESWHEREDRY
I
+
4 -WAY EARTHQUAKE BRACE
PIPE, DELUGE OR OTHER VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS
-
PIPE HANGER
ARE LOCATED.
HYDRAULIC DESIGN DATA
DESIGN
AREA*
HAZARD CLASSIFICATION
DENSITY
GPM /SQ -FT.
DESIGN
AREA
SO. FT,
DES, AREA
LENGTH
FACTOR
INSIDE
HOSE
ALLOW,
OUTSIDE
HOSE
ALLOW.
# OF
SPRINInERS
FLOWING
TOTAL SYSTEM REQUIREMENTS
GPM PSI AT NODE
3'
MIN,
14,
4' -0' MAX,
12-0' MAX,
3'
MIN,
3-8,
5' -0' MAX,
15' -0' MAX,
3'
MIN,
A
BN
HANGER
STEEL PIPE
SPRINKLER HEAD
I C
x MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12' -0' FOR ALL PIPE SIZES
CONC. DECK, i i s eo
0 i
r
000 Y w••
r
•
•Y•
IS
3/8" CONC. STUD.
("C`d v ' v •
•0•
*see
.,
3/8 �A. T �5. •
V Y •
0000 •0:400 0
•
000
Y r
• ••go
Yr 1
0'
HANGER RING
WATER SUPPLY INFO: STATIC PRESSURE PSI - RESIDUAL PRESSURE: PSI WITH GPM FLOWING
Existing; Spkr. Pd. Hds.
to Remain as Shown
below Existi•t Bean.
(See Detail "A ")
Existing Srkr. Pd. Hds.
to Rennin as Shown
below Existint Beam.
(See Detail "A ")
T; BD. CLG, _ .
2' G" A.F.F.
HANGERLOCATMN DETAIL
•
PIPE SIZE
A
IN
K -FACT
5.6
5.6
C
1'
3' -0' MAX,
12' -0' MAX,
3'
MIN,
14,
4' -0' MAX,
12-0' MAX,
3'
MIN,
3-8,
5' -0' MAX,
15' -0' MAX,
3'
MIN,
A
BN
HANGER
STEEL PIPE
SPRINKLER HEAD
I C
x MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12' -0' FOR ALL PIPE SIZES
0000 •e• •
•
616.09
•ed,
TEMP.
155
155
K -FACT
5.6
5.6
NPT
1/2'
1/2'
SIN
TY -3251
TY -3151
MANUFACT.
Tyco
Tyco
0•• • 0 •
0 •
•
•
Y
v 1• 0 y L e e N y Y •
0
• r Y 0
Y
16
CONTRACT WITH:
TURNER
5701 Sunset Dr.
South Miami, FL 33143
SHEET DESCRIPTION:
CONTRACT No:
000000000
CONC. DECK, i i s eo
0 i
r
000 Y w••
r
•
•Y•
IS
3/8" CONC. STUD.
("C`d v ' v •
•0•
*see
.,
3/8 �A. T �5. •
V Y •
0000 •0:400 0
•
000
Y r
• ••go
Yr 1
0'
HANGER RING
i HANGER: LOCATION DETAIL 2 TYP. HANGER DETAIL
FP °( N.T.S. FP -1 N.T.S.
FlexHead Sprinkler Drop FlexHe241 Sprinkler Drop
Conugated stainless steel hose with stainless steal braid
Corrugated /stainless steel hose with painless steel braid / availa6lo in 2', 3',4',5' S, •' legrahs
f availabta In 2', 3',41.5'L V kanths
Multi -port CelUng Grlel
Multl -port Bracket M•unting Bracket
Self Tapping Screws Self Tapping Screws A_.,Jlutable Hub
AelJu table Hub
Self Tapping Screw / III Self apping Screws
•
Metal of Warden Stud Op-M., n•a C•and TN•
(or appropriate rigid surface)
s FIRE SPRINKLER DETAIL 4 FIRE SPRINKLER DETAIL
FP -I N.T.S. FP -� N.T.S.
New Upright to be Installed as Shown
1 (Min. 1" to Max 12" from Deck.)
SCHEDULE I
�®
C 1, EXISTING UPRIGHT TO BE REMOVED. r •'
AND RELOCATED, • '
5 `�1 2, NEW V 90 , . • A
J/ 3. NEW 1'x0 -2' NIP, J IA•
4, EXISTING BRANCHLINE. �1
5. NEW 1' ARMOVER
G. NEW FIRE SPRINKLER HEAD, A/C
New Upright to be Installed as Shown
4 (Min. V to Max 12" from Deck.) DUCT
LL ,
,war ARMOVERS GREATER THAN New Wall Existing Srkr. to
24' IN LENGTH SHALL BE
SUPPORTED BY A HANGER.
Remain.
s FIRE SPRINKLER DETAIL
N.T.S. Detail "A"
r17T 12' wAla NMa N.T.S
_IN.
J&_
BFPl FP
PARKING
» GARAGE
Ii■ i ST
i` BUILDING "D" _f
(FUTURE- NIC) p
O
16
MW
S�
I"
3 "A„ • VA
� � .• M>• ai
" w. WALE
..„
11 All
IN i ar n
srueacu.
57 70R lOR -
— - OPEN AREA
T
1• i" uMAI Ft.
BUILDING "A,.
OPEN AREA - ti
u
N
OPEN AREA r -,
OREN AREA OPEN AREA
BUILDING "B" B ILDING "C"
6" M IN-196 t.
6" MAIN- 196Ft.
For Hyde talc.
N.T.S.�.. :..
KEY PLAN
N.T.S.
SPRINKLFRS / N0771 Fq
SYM.
O
O
TY.
54
62
ORIENTATION NTATION
Pendent
U r ht
SPK FINISH
White
Brass
TEMP.
155
155
K -FACT
5.6
5.6
NPT
1/2'
1/2'
SIN
TY -3251
TY -3151
MANUFACT.
Tyco
Tyco
MODEL #
TY -B
TY -B
RESPONSE
Standard
Standard
ESCUTCHEON /SPRINKLER NOTE
Semi- Recessed
JOB NAME AND LOCATION:
Casaideas
w Sunset Place Sp #k 510
CONTRACT WITH:
TURNER
5701 Sunset Dr.
South Miami, FL 33143
SHEET DESCRIPTION:
CONTRACT No:
000000000
116 TOTAL SPRINKLERS / NOZZLES THIS SHEET
� 40
SPA00 ,'51
:TRIANA & ASSOCIATES, INC.
CONSULTING ENGINEERS
'CERTIFIATE OF AUTHORIZATION: 26644
5151 S W49Bth AV D "t f!` ' ` �,
eMIAINT FLORIDA
X +y
N LOU7N20" IRIANA ei E*i
Floridxiegistrition N6'."Pg3 C5 a
SCALE:
AS NOTED
0,1M IeX9Vr1nJ7e11 BE SAFE.
A TYCO Intemational Company
DRAWN BY:
J.A.R.
LOCAL OFFICE: 10550 Commerce Parkway Miramar, FL 33025
CHECKED BY:
B.Q.
JOB NAME AND LOCATION:
Casaideas
w Sunset Place Sp #k 510
CONTRACT WITH:
TURNER
5701 Sunset Dr.
South Miami, FL 33143
SHEET DESCRIPTION:
CONTRACT No:
000000000
DATE: REV. #: LATEST REV. DESCRIPTION: DRAWING NO.
10 -06 -10 FP -1 of 2
I