12-290-002R N,
\ N.I.0 \
1
THIS AREA IS FULLY FlRE\ R / •
\ / 1 SPRINKLERED UNDER SEPARATE
PERMIT. (NOT IN CONTRACT)
l N, R \ / RR
/•� 3 6� ^1 i' K,sc1NG
J � \l/ / \ •`V TR RIVER
/ •/ / \ R 0.
& I 9?E'M A
R � \
SiM$ AREA I$ FULLY FIRE • \ \
SPRI LERED UNDER SEPARATE R
nc
Up PER R, (NOT IN CONTRACT) / / �,� J/ • \ p \r, •
or .11
N \ w. \ \ "\ LA
cD /
Op p °
TO REMAIN o\ \\ 1;�1 L /
E / r �• R�� \ i��STv/
�\ N.1.0 \ r
I N .1. C / / / / A- ; / \5,914 • , r T w \
/ lJ J ' O M r W / 'i O
✓ �" T 5 AREA IS FULLY FIRE F ' !' / EM R \
\, P INKLERED UNDER SEPARATE 0 \ • R/ j OE E }^� , MI •j- \� \ • /+
\IT. (NOT IN CONTRACT) E / R R / / / / EM \ ¢
d
\
EXISTING , • N
SYSTEM R \ •�, / /
MT
. / w
r9,
NEW CEILD �TEM I R is, / / 1" \ '` 1`h 11h / / / (TO.4eATCH E ,° ; ::;• • N x" / N \\l+
P N T / i HEIGHT &FINIS - R N 1 / 1 f " ' \ / / 9' / 4 i 1. • N. / • r 1 "
DECK N . C / /1A'� / /.: 'R N EM , /• / / Eys �' • 1 j0/ -1
\ / / C;, I •r q� / // / 6 / / 8,
R \Lr -514 / • 1 \
6 N j, / / / �g,\ 1 R
A \,ON I "oG \ iC'a /// ///
R TO REMAIN
�1•� /� • I R /• / �• a. t R
AREA WORK •2' to I N ON I N / \% / /^ I i,+ / • 1 _ s
I ° \" .' ✓ • -p• 8 -11 TO REMAIN G • / / g9 �\ w • / / \0
I r� 6' \114 R �• R i &
16 /
,cif 7 A N I \ R -O
x, ^I w: �• / 9 2/ � / 'X R
r I-
s -?
_0 EM M I I° R / M / / v \ EM 1" R %v' �� R
No i/ /�• 3�1 �
(JIN ,IS"!j N I i G•. l� ° �: R \ i,i,; //• ��o P .
- 9� x!/11 I I� I J /�!/ OPEN TO DECK \ / / \A . 1y A R \j ^ � )• t
ILO
. I v RO AR" R 11M / '4 (THRU -OUT) ;• / , �` y. \1' \1l� �r
NEW G WB 9 I I �C _ � M A CEILING
3 2 I ,/ • 5` 8 RV (REMOVE ALL
9' -1 "OFF `JIf ^ / /A,9L, \ r/•
D _ I STUDS AND '0
- I I IM 11 ��_ ASSOCIATED / /X a -� \vim R/ 5 -.
I4 ASH TO MATCH • X�1-4- 1l4J / / 1'6 1 6 s COMPONENTS) 1 / / MT \ / 1' 1> f
LL I c RRDOR RELOCATID I I-2ith P -8
MIS Il0 6 / / /v3'AAW 5- - \ - OPEN TO DECK / /a9 V� �' / /•
O I ' CONCRETE DECK: 1\4� 2" A.F.F. / / / (THRU -our) �•� ' /
MT Y 3' MT " x 3` 3" - 3' - 3 3" E M I^ / /� i0
- \ (REMOVE ALL CEILING
9 -3 -5 -Ili 0 714 614 0 6 =5 I 3 -7 �� CONCRETE JOIST: 11 1 " A .F.F. �.• \y�" / / \0' c . STUDS AND 3 1`h /
N i T I / ASSOCIATED ,< / \0 0 �� ,0' • /
N R rN N �'1 \ / / R \ COMPONENTS) • . / / /
i4 O -
DESIGN NOTES
1 ) ALL WORK & MATERIALS TO BE IN ACCORDANCE WITH
NFPA 13 2007 EDITION AND LOCAL CODES.
2) PIPE LENGTHS NOTED FROM CENTER TO CENTER, U.N.O,
� �
011 � -- 5' -4 "-- I I i - / / -R RETAIL 2" / / a \° R A� / /•
/ /O1h• �� // r ,
10) / \o -o E K4 / • 5'i • \ o / /� \,014
M N R
-OF ^ 3'_4,. 8•_0" lo' -o" R R •/ / / ` °- \� /• Sir; R
4j /0'R / • / 5,014 5 3'0 $b,• \ / /cG
/�2 R R
b •�" � l
N " M I to to � - - • / / - - �U;
U 3 o tx I 151 I I / J+ /
R ^I^ _I- M %A �s R
rr^^� OEM N ; R R41R / / \k 3Y� \o'° \/ /•� e -�` ^� s�,
g
co E3 L07 -N, El n / \
4 CO
NEW
11' -10" A.F.F. 1 F •
N 1 -0 11'- "A.F.F.� R I^ R R R
/ 5 F�c
' I R R � 2 , •'
N 1 N / •� / \00
REFURBISHED RELOCATED
MALL SIGN TO LOOK LIKE
NEW
Fire Sprinkler Plan.
SCALE: 1 /8" = V -0"
EXIST. MAIN N
NEW UPRIGHT j
RETAIL
NORTH
- - - - -may - . •1l�
INSPECTOR
BASED ON THE INFORMATION PROVIDED BY CONTRACTOR THIS PROJECT IS BEING
SUPPLIED BY AN EXISTING FIRE PUMP RATED AT 1000 GPM AT 85 PSI.
THE BUILDING CONSTRUCTION CONSIST OF CONCRETE JOIST, IF THE JOIST ARE
SPACED BETWEEN 3 FEET TO A MAXIMUM OF 7' -6" THE DEFLECTOR SHALL BE
LOCATED A MINIMUM OF ONE INCH (1) BELOW THE BEAM TO A MAXIMUM OF 22
INCHES FROM THE DECK.
IN THIS CASE THE MINIMUM DISTANCE FROM THE DECK IS 16 INCHES TO A MAXIMUM
OF 21 INCHES, AS PER NFPA 13 2007 EDITION SECTION 8.6.4.1.2
A.
_7:!�
EXIST. MAIN
Cross Section A=A NORTH
SCALE: 1/8" = 1' -0"
HANGER SCHEDULE
NOMNAL
LEGEND
- - - --
EXIST, PIPE
STEEL PPE D(CEPT THRFAED LIGHIWAL
7f
N A
I'
12 -0
NEW PIPE
W
15-0
"`
2)i
15-0
NEW HANGER
YF
IS-0
O
N
NEW UPRIGHT SPK
8'
15-0
Q
R
RELOCATE UPRIGHT SPK
12 -0
p
N
NEW PENDENT SPK
12 -0
p
R
RELOCATE PENDENT SPK
N A
•
(UPPER TUBE
EXIST. OULET
8-0
O
MT MECH TEE
12 -0
12 -0
E
EXISTING SPRINKLER
15-01-5-0
x
15-0
OULET TO BE PLUG
� �
011 � -- 5' -4 "-- I I i - / / -R RETAIL 2" / / a \° R A� / /•
/ /O1h• �� // r ,
10) / \o -o E K4 / • 5'i • \ o / /� \,014
M N R
-OF ^ 3'_4,. 8•_0" lo' -o" R R •/ / / ` °- \� /• Sir; R
4j /0'R / • / 5,014 5 3'0 $b,• \ / /cG
/�2 R R
b •�" � l
N " M I to to � - - • / / - - �U;
U 3 o tx I 151 I I / J+ /
R ^I^ _I- M %A �s R
rr^^� OEM N ; R R41R / / \k 3Y� \o'° \/ /•� e -�` ^� s�,
g
co E3 L07 -N, El n / \
4 CO
NEW
11' -10" A.F.F. 1 F •
N 1 -0 11'- "A.F.F.� R I^ R R R
/ 5 F�c
' I R R � 2 , •'
N 1 N / •� / \00
REFURBISHED RELOCATED
MALL SIGN TO LOOK LIKE
NEW
Fire Sprinkler Plan.
SCALE: 1 /8" = V -0"
EXIST. MAIN N
NEW UPRIGHT j
RETAIL
NORTH
- - - - -may - . •1l�
INSPECTOR
BASED ON THE INFORMATION PROVIDED BY CONTRACTOR THIS PROJECT IS BEING
SUPPLIED BY AN EXISTING FIRE PUMP RATED AT 1000 GPM AT 85 PSI.
THE BUILDING CONSTRUCTION CONSIST OF CONCRETE JOIST, IF THE JOIST ARE
SPACED BETWEEN 3 FEET TO A MAXIMUM OF 7' -6" THE DEFLECTOR SHALL BE
LOCATED A MINIMUM OF ONE INCH (1) BELOW THE BEAM TO A MAXIMUM OF 22
INCHES FROM THE DECK.
IN THIS CASE THE MINIMUM DISTANCE FROM THE DECK IS 16 INCHES TO A MAXIMUM
OF 21 INCHES, AS PER NFPA 13 2007 EDITION SECTION 8.6.4.1.2
A.
_7:!�
EXIST. MAIN
Cross Section A=A NORTH
SCALE: 1/8" = 1' -0"
HANGER SCHEDULE
NOMNAL
PIPE
SQE
m
STEEL PPE D(CEPT THRFAED LIGHIWAL
7f
N A
I'
12 -0
W
12 -0
W
15-0
2"
15-0
2)i
15-0
3'
15 -0
YF
IS-0
4'
15-01154
5'
6'
15-0
8'
15-0
THREW UGHTWALL STEEL PPE
N A
11-0
12 -0
12-0
12 -0
12 -0
12 -0
NA
NA
NA
N A
N A
(UPPER TUBE
8-0
8-0
10 -0
10-0
12 -0
12 -0
12-015-0
15-01-5-0
15-0
15 -0
CPIC
5 -6
6-0
6 -6
1 -0
8-0
9 -0
10 -0
!/A
N A
N O
N A
LA
NA
3 -9
4 -1
5 -0
5 -11
NA
NA
NA
NA
NA
NA
_N
NA
POLYMUI T
2 -11
3 -4
3-11
4 -5
5-5
N/A.
N/A
N/A
N A
N A
N/A.
N/A
DLClllf IRON PPE
A
N/A
N/A
N A
N A
N A
15 -0
N A
15-0
N A
15-0115-0
ilm
/f
11GUR6 A928.6
•x.aa ,oJ
RGURE A.98.35.2
MECHANICAL TEE BY TENANT SPRINKLER
CONTRACTOR
TEI IIENANT
SERVICE FE N CONTRACTOR
MAI SHALL SUSPEND
FY UNDLORD 'SLUG" CUT FROM T.F.S.M•
T.,. S.M., DIRECTLY FROM NEW MECH.
TEE
MECH TEE DETAIL
DESIGN NOTES
1. FIRE SPRINKLER SYSTEM DESIGN AS PER NFPA # 13 -2007
FOR LIGHT HAZARD OCCUPANCY
MAXIMUN SPRINKLER SPACING OF 225 SQ. FT.
FOR ORDINAY HAZARD OCCUPANCY
MAXIMUN SPRINKLER SPACING OF 130 SQ. FT.
2. ALL WORK AND MATERIALS TO BE IN ACCORDANCE
WITH NFPA 13 07 ED. AND LOCAL CODES AND REGULATIONS.
3. ALL ARMOVERS TO BE 1" PIPING
4. ALL CUT LENGTHS TO BE DETERMINED AT JOBSITE
AND PIPE TO BE FIT IN THE FIELD.
5. SEE LEGEND FOR SPRINKLER AND PIPE DESCRIPTION
6. ALL EXIST.OUTLET ARE 1"
7. FIELD VERIFY EXIST.PIPING & SPK. HDS. LOCATION
8. PIPE LOCATION MAY CHANGE DUE TO FIELD CONDITIONS.
APPLICABLE CODES
ALL FIRE PROTECTION EQUIPMENT, MATERIAL, TESTING AND
DETAILS OF INSTALLATION SHALL CONFORM TO THE FIRE
PROTECTION REQUIREMENTS AND REGULATIONS INFORCED BY
THE FOLLOWING CODES & STANDARDS:
FLORIDA BUILDING CODE
FLORIDA FIRE PREVENTION CODE, N.F.P.A. 13,AND WITH
ALL LOCAL CODES AND ORDINANCES
"BASE BUILDDNG " DESIGN AND CONSTRUCTION STANDARDS
REOLON0 0OIPLN6
`-CEILING
WHITE RECESSED PENDENT SPRINKLER
( 5.6 K- FACTOR) BRASS UP -RIGHT SPRINKLER
( 5.6 K- FACTOR)
RELIABLE MODEL FIFR56 RELIABLE MODEL FIFR56
SPRINKLER HEAD PENDENT FIRE SPRINKLER N.T.S. SPRINKLER HEAD UPRIGHT FIRE SPRINKLER N.T.S.
QSCHEDULE
® 1. EXIST BRANCHLNE OR MAIN
-O 2. TEE
(SIZE VARIES, SEE PLAN)
J. NIPPLE
e .. 1' 904 ELL
e. SPRIG
� 0. 1' x W REDUCING COUPLING
U 7 NEW UPRIGHT FIRE SPRINKLER
0__
V3 SUPPOR TEDGBYRA AHANGER.N
�J RELOCATION DETAIL
UPRIGHT SPRINKLER N.T.S.
RELOCATION
-----
_
Centu
FiI.e.Spiinkler Protection -
8119 NW- 33rd_Street, -Dora 1, Fi- 33122 ,
305 - 71'3-486 -307,-- 713 -4481 1z.
KEY PLAN
II. r -��- _I� _ GOI"I T•rciC11' � - !SNYA, S, \• ? /Y•gy k.l;
•igwyP" .ii -vei SW.W�SIu;-'9i Ptl:..•- -R r' ,
•},< {• f I b J; •, . ''�IcP'3'g� t Pmdsa Av
3 wr.nc4N'N pS IFV.�ry,I
(; °M Spa 57 n ' i - -4r1
7600 S Red Rd 111201, Sooth Miami, FL 33143 I
Imvar Hdph �1 ;•I r- ^^^-g^ iTf ---
v7 2m s F . 1:
OV.
HYDRAULIC DESIGN
SCHEDULE
1. EXIST BRANCHLIKE OR MAIN
2. TEE
(SIZE VARIES, SEE PUN)
SPRIG
.. 1' x H(' REDUCING COUPLING '
S. NEW UPRIGHT FIRE SPRINKLER
2 _
VEGG SHALR THAN
iUPM gER. jV'-'
lt-{T G7"\Ilfl�` IH�r'('^'�..i u,14,,1 _F +(t`� - 1'T....SS1�,PF-
SPRIG DETAIL P's �X
1' SPRIG N.T.S. IN
W/ 1/2' UPRIGHT SPRINKLER
4 I J 12)
IT VI SCHEDULE
U 1 (SIZE &RI ./ SEE OR MAIN 4::D= 2.NEw SRAP -O -LET OR MECH TEE {, Y'1N�iI
3•(SRE WRIES. SEE PLAN) �SIJ P�F �(•�i g
4.1' OO' ELL OR TEE ��Or15,r�h�/
S.OROP (SIZE VARIES. SEE PUN 1�w```
-O 1
THAN SPRINKLER) NO MORE i`•� CO �!`>♦, t' .]}
6. N
REDUCO COVPUNG
7. NEW "RE SPRINKLER
B.CDLINO
e TO
® ��:giv��
c
* ARMOVERS GREATER THAN
24" IN LENGTH SHALL BE qL\;9� r
SUPPORTED BY A HANGER. J
a
RELOCATION DETAIL
SPRINKLER HEAD N.T.S. CJQ� /•� n n
Q3 I a QP��
\ CHEDULE
1. EXIST BRANCHLIKE OR MAIN
4 q
2. NEW TEE
(SIZE VARIES, SEE PLAN)
3. ARMOVER.*
(SIZE VARIES, SEE PLAN)
8 4. 1 " 90' ELL
IS. DROP (SIZE VARIES, SEE PLAN.
MAY FEED TEE SUPPLYING
-O �- MORE THAN ONE SPRINKLER)
_ 6. NEW SEMI-RECESSS
S
PENDENT FIRE SPRINKLER
7. CEILING.
8. NIPPLE
1 _O9. REDUCING COUPLING
g (SIZE VARIES, SEE PLAN)
® 6
* ARMOVERS GREATER THAN
24" IN LENGTH SHALL BE
SUPPORTED BY A HANGER.
SPLIT - DOUBLE ARMOVER
SEMI - RECESS SPRINKLER N.T.S.
TOP BEAM CLAMP HANGER N.TS
I
IT e SCHEDULE
a
�•-- 2
1. CONCRETE SLAB
SCHEDULE 2.POWDER DRIVEN STUD
2 POWDER DRIVEN STUD & (SIZE VARIES, SEE PLAN)
1. CONCRETE SLAB ALL THREAD ROD SIZES 3.ROD COUPLING
/-� 2.DROP IN ANCHOR (SIZE VARIES, SEE PLAN)
DROP IN ANCHORS & - -i 3 1 (SIZE VARIES, SEE PLAN) FOR 1" THRU 4" PIPE
�J 4.ALL THREAD ROD
3/8" IS TO BE USED 4 DROP IN ANCHORS 8e
ALL THREAD ROD SIZES 3. ALL THREAD ROD S. HANGER RING ALL THREAD ROD SIZES
FOR 1" THRU 4" PIPE (SIZE VARIES, SEE PLAN) (SIZE VARIES, SEE PLAN) FOR 1" THRU 4" PIPE
318" IS TO BE USED 4.HANGER RING -��g�� 6. PIPE 3/8" IS TO BE USED
FOR 6" & 8" PIPE 5. PIPE �/ FOR 6" & 8" PIPE
1/2" IS TO BE USED '1
1/2" IS TO BE USED
6
s
(/Q WATER FLOW DATA
SPRINKLER LEGEND
TEMP
RESPONSE
STYLE
FINISH
MFR
MODEL
5.6K
155"
QR
PENDENT
I WHITE
RELIA
r1FR56
5.6K
155"
QR
UPRIGHT
IBRASS
RELIA
=1FR56
TOTAL SPRINKLERS ON THIS SHEET: 117 -
REVISIONS
NO.1 DATE I BY I DESCRIPTION
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A-DULY REGISTERED ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE STATE OF FLORIDA, AS SIGNIFIED BY W HAND AND SEAL
PROJECT NAME
O WHITE BOX
5701 SUNSET DR SUITE Al 5A
-� SCHEDULE SOUTH MIAMI, FL 33143
1.CONCRETE SLAB/TEE
2.DROP IN ANCHOR
(SIZE VARIES, SEE PLAN)
3.AL THREAD ROD DRAWING TITLE
(SIZE VARIES, SEE PLAN)
4. HANGER RING
5. PIPE FIRE SPRINKLER PLAN
5
WITH ADJUSTABLE HANGER DROP -IN ANCHOR N.T.S. THREADED STUD ON CONCRETE O DROP IN TEE ANCHOR
WDER DRIVEN STUD N.T.S. DROP IN TEE ANCHOR
DATE: 02 -29 -2012
DRAWN: _R Century 0
E
9r'msTL�. o
_ SCALE: AS NOTED
DRAWING N0. `-
N.T.S. MIAMI DADE
A.H.J: FP-1 p
�. 'A
r•
,,;r
r= A
k
Y• '9