02-930-090CONCRETE DOUBLE
TEE
j
aMINIMUM
DISTANCE = 1"
CONCRETE EXPANSION
ALL THREAD
ANCHOR DRILLED
IN SLAB
ROD
i
HANGER ROD. SIZE
PER SPEC. SECTION
15050-3.03C
STANDARD CLEVIS HANGER
(MS SP-69.TYPE )
RO�
LOCKING NUT
a
SwNSUFA? T UT :;4
TAKE-OUT ,
U
PIPE
SIZE AS I
PIPE HANGER DET IL
3
NO Sri
FP-9
PIPE
ROD
TYPE OF
MIN "C"
MAX "C'
SIZE
SIZE
FASTENER
DIM.
DIM.
3/4 A
3/in
I-V x 1 11/32'
I/2 1
I
13/41
11/4
13/16"
1'/8'
DROP- IN ANCHOR
11/21
15/l(0
2'
21
1 3/16"
2 3/81
2 1/2 "
1/2
x 1 15/32'
1 1 /16 1
2 3141
3•
1 3/4,
3 1/4 1
DROP- IN ANCHOR
31/2 Y
2'
3 Nt Y
41
5/61
I-V x 2 15/32'
DROP- IN ANCHOR
2 1/4'
.3. 146Y
5"
2 3/41
4 3/41
6'
3/4"
1-3i4'x3 1/4' DROP -IN ANCH.
3 5/16"
C✓ I/Y"
STEEL I —BEAM
OR BAR JOIST
TOP BEAM C—CLAMP
WITH LOCK NUT
ALL THREAD
_
ROD
-
TOP OF BEAM
o OR BAR JOIST
TO CENTER LINE
SWIVEL RING _
OF SIRE
SWIVEL RING
TAKE—OUT U
'
PIPE
HANGER DETAIL - TOP BEAM C-CLAMP
N.T.S.
PIPE
ROD
MIN "C'
MAX "C"
SIZE
SIZE
DIM.
DIM,
3/4
3/8 Y
It
5/i'
1 3/4 ,
11/4
13/16°
17i8Y
1 12'
Ib/16'
2'
2'
1 3/16"
2 3/8'
2 I/2 Y
1 T /1(01
2 3/4 1
31,
1 3/4 Y
3 1/4 Y
31/2'
2'
3
4'
2 1/4'
3" va'
5.
I/21
I
2 3/41
4 3/41
6 "
6'
I N/A
N/A
OWNER/DEVELOPER
THE
lgicpAltp- 3gAnD n
COMPANY
SUITE 400
4960 S.W. 72 AVENUE
MIAMI, FLORIDA 33155
305.662.1421
it
O,
PLAZA 57
7300 S.W. 57 COURT .
CITY OF SOUTH MIAMI
SOUTH MIAMI, FLORIDA 33143
SUPPORT SLAB
_ESS STEEL
.VE BOX.
BUTTERFLY VALVE
WITH TAMPER SWITCH.
w
V)
Of
Z
Of
0
NO SCALE
STUDS WIELDED TO SLEEVE
PROJECT SLEEVE 1" ABOVE SLAB
INDICATING TYPE FLOOR CONTROL VALVE
WITH SUPERVISORY SWITCH
PRESSURE GAUGE
AND GAUGE COCK.
1 r-WATERFLOW SWITCH
SIGHT
GLASS
C� I
/TESTSECTIONAL
DRAIN VALVE
VALVE
TO
DRAIN UNION W/CORROSION RESISTENT
ORIFICE, GIVING FLOW EQUIVALENT
TO THE SMALLEST SPRINKLER ORIFICE
IN THE SYSTEM
4" FIRE SPRINKLER RISER
N.F.P.A. 13-1996 FIG. A-4-15,4.2(b)
INSPECTOR TEST ASSEMBLY
N•T.S•
FIRE SPRINKLER LEGEND
--0-- 1/2' ROYAL FLUSH WHITE PENDANT HEAD ---33 TOTAL
K-, 5161 --- T= 165'
0— 112' ORIFICE UPRIGHT SPRINKLER HEAD -BRONZE
K= 5bl --- T- 165'
---0— 11/2' ORFICE PENDENT 5PRINKI_ER HEAD (200')
200 K� 5b7 --- t= 200'
--0— 1/2' ORFICE PENDENT SPRINKLER HEAD CHROME
RECESSED TYPE (155')
�.-. 1/21 51DEWALL SPRINKLER HEAD CHROME
RECESS (GBR)
0 112' ORIFICE UPRIGHT SPRINKLER HEAD (BRASS- 256')
286
I CONTROL VALVE WITH TAMPER SWITCH
O FLOW SWITCH
&4 FIRE DEPARTMENT VALVE IN STAIR - 21/2' (F.D.V.)
.Mnyr 100 FEET HOSE ,AND REEL
I" I S INKL NOTES:
I. THE PROPOSED BUILDING SHALL BE FULLY SPRINKLERED IN COMPLIANCE
WITH THE FOLLOWING:
a. LOCAL AUTHORITY HAVING JURISDICTION.
b. NFPA 13 - INSTALLATION OF SPRINKLER SYSTEMS
a NFPA 20 - CENTRIFUGAL FIRE PUMPS
d. NFPA 24 - PRIVATE FIRS= SERVICE MAINS
e. NFPA 101- LIFE SAFETY CODE
f. ALL OTHER APPLICABLE CODES ,AND STANDARDS.
2. PROVIDE A WET PIPE SPRINKLER SYSTEM, ALTERNATIVELY FED FROM
THE FIRS STANDPIPES AND PUMP SYSTEM.
3. PREPARE FULLY DIMENSIONED AND COORDINATED SPRINKLER AND FIRE
STANDPIPE SHOP DRAWINGS IN ACCORDANCE WITH THE REQUIREMENT OF
THIS BUILDING AND ALL APPLICABLE CODES AND STANDARDS. SHOP
DRAWINGS SHALL BE PREPARED BY A LICENSED SPRINKLER CONTRACTOR
AND SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL
ENGINEER, TOGETHER WITH THE HYDRAULIC CALCULATIONS.
4. SPRINKLER SYSTEM SHOP DRAWINGS AND HYDRAULIC CALCULATIONS
SHALL 15E PREPARED IN ACCORDANCE WITH THE CRITERIA
SPECIFIED UNDER 'DESIGN CRITERIA'
5. INSTALL PIPING IN ACCORDANCE WITH SECTION 4-1, NFPA 13, 1994
EDITION, AND AS FOLLOWS:
A- ALL PIPING EXPOSED TO THE WEATHER 5HALL BE
SCH. 40 GALVANIZED.
b. ALL EXP05ED AND CORE AREA PIPING 2-I12' AND
LARGER SHALL BE SCH. 10 STEEL COMPLETE WITH
GROOVED FITTINGS.
c. ALL CONCEALED PIPING 2' AND SMALLER SHALL
BE ALLIED XL, CENTURY LS OR CPVC.
d. UNDEw_%ROUND PIPING SHALL BE CLA58 52 DUCTILE,
C- 300 SDR 14 PVC OR EQUAL.
(o. INSTALL HANGERS IN ACCORDANCE WITH SECTION 4-6, NFPA 13, 1994
EDITION.
1. PROTECT ELEVATORS IN ACCORDANCE WITH STATE FIRE MARSHALL'S
UNIFORM SAFETY RULES, CHAPTER 4A-41. ELECTRICAL AND ELEVATOR
CONTRACTORS MUST COMPLY WITH THESE REQUIREMENTS.
8. PROVIDE CORROSION RESISTANCE TREATMENT TO SPRINKLER HEADS
EXPOSED TO WEATHER ALL NON AIR CONDITIONED AREAS ARE TO BE
CONSIDERED EXPOSED TO WEATHER
9. PROVIDE SPARE HEAD AND TOOLS CABINET.
10. HYDROSTATICALLY TEST ENTIRE SYSTEM At 200 PSI FOR MIN. (2) HOURS
MUST PROVIDE CERTIFIED TEST DATE.
11. COORDINATE WITH ELECTRICAL CONTRACTOR FOR ANY CONFLICTS OF
SPRINKLER HEADS AND LIGHT FIXTURES, SEE ELECTRICAL PLANS
12. COORDINATE WITH STRUCTURE ALL OTHER TRADES FOR PLACEMENT
OF PIPES / HEADS.
DESIGN CRITERIA.
1. HYDRAULIC DESIGN CRITERIA:
A. PARKING GARAGE
NFPA HAZARD CLASSIFICATION---- OH-1
DESIGN AREA OF APPLICATION---- 1"0 SF.
DESIGN DENSITY ---------------- 0.15 GPM/SF-
MAXIMUM HEAD SPACING --------- 15 Ft.
DESIGN COVERAGE PER HEAD---- 130 SF. MAXIMUM.
B. OFFIGES
NFPA HAZARD CLASSIFICATION---- LH
DESIGN AREA OF APPLICATION---- 1,500 SF.
DESIGN DENSITY ---------------- 0.10 GPM/SF
MAXIMUM HEAD SPACING --------- 15 FT.
DESIGN COVERAGE PER HEAD---- 225 SF. MAXIMUM.
2. SYSTEM REQUIREMENT PER HYDRAULIC CALCULATIONS
GPM = 615
PRESSURE = 15 P51G
3. FIRE PUMP DATA:
GPM = 500
PRESSURE DIFFERENTIAL= 6$ PSIG
MIN. DICHARGE PRESSURE = 85 PSIG
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CA
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PERMIT SET
DRAWING TITLE:
NO. DATE REVISION
NO, DATE REVISION
NOTES
URDATED REFUr Wr
o
710-M
t
DETAIL
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..-% PLAN
.
'
SCALE:
DATE- JLM A 2003
113• -;
--PROJECT NO. 9W22
DRAVANG NO:
2003
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