10-732-030IIIIIIIItIl
LAs
Lj
M
s
i
i
3 4 5 6
""" DIMENSION. MINIMUM DIA. "A" DIMENSION.
"B" (INCHES)
ADJUSTIBLE
CLEVIS HANGER
FOR PIPING 4" AND LARGER
GRINNELL FIG #260
A
f
SIDE JDIST ATTACHMENT
OR
SIDE JOIST ADJUSTABLE
HANGER
MINIMUM DIA. T PHILLIPS CONCRETE IMENSION.
FASTENER I.T.T. GRINNELL DIA.(INCHES)
(RED HEAD) TO BE USED ONEW CONSTRUCTION. PROVIADED ROD
HILTIKWIK BOLT. ZINC PLAT. CUT TO
METAL EXPANSION ANCHOR TH
EXISTING CONSTRUCTION
(SEE SPECIFICATIONS).
ADJUSTIBLE SELF DRILLING CONCRETE WEDGE ANCHOR
SWIVEL RING HANGER
FOR PIPING 3" AND SMALLER
GRINNELL FIG #69
CENTER I–BEAM CLAMP TOP BEAM CLAMP
NOTE:
HANGER ROD DIAMETER IS THE MINIMUM
SIZE PER NFPA. HANGER ROD DIAMETER
SHALL BE THE DIAMETER APPROVED FOR
USE WITH THE HANGER ASSEMBLY.
HANGER SPACING
1. IN AND 1114 DIA. STEEL PIPE: MAXIMUM 12 FT. SPACING.
2. IN THRU 3" DIA. THREADED LIGHTWALL PIPE: MAX. 12 FT. SPACING
3. 1112" AND LARGER DIA. STEEL PIPE: MAXIMUM 15 FT. SPACING.
4. ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH
NFPA -13. EACH SECTION OF PIPE SHALL HAVE NO LESS
THAN ONE HANGER. ARMOVERS EXCEEDING 1 FT. SHALL HAVE
A HANGER.
5. PROVIDE PIPE CLAMP AT EACH FLOOR FOR RISERS
PENETRATING FLOORS.
PIPE HANGER DETAIL
3
X
a
t,:
a
PIPE
SIZE
A
�,,.
UPPER FLOOR
PIPE
SIZE
A
B
1
3/8
4"r
3/8
1/4
1'
3/8
RB
6
1/2
1/4
PIPES.
8
1/2
1/4
2
10
5/8
1/4
2�
12
1/4
3
1/4
HANGER ROD SCHEDULE
N.T. S
—MAIN A/S DRAIN
LINE FLOOR TO FLOOR
—RISER CLAMP
A /S ZONE DRAIN LINE (SEE PLANS)
A/S DRAIN VALVE
CONNNECTIONEST
r,,,,. -TEST VALVE I'
,,- -SITE GLASS I'
(MUST BE VISIBLE)
—UNION WITH ORIFICE
A /SNDRAINNLINE MAIN
-- -RISER CLAMP
�,,.
UPPER FLOOR
j
NOTE:
SINGLE A/S
ZONE PIPE
ARRANGEMENT WITH A
CONTINUOUS
MAIN A/S
ELEVATION DRAIN LINE
FLOOR TO
FLOOR AND
EXPOSED
PIPES.
FLOOR CONTROL VALVE
WITH TAMPER SWITCH
ELECTRIC WATER
FLOW SWITCH
PRESSURE GAUGE
& COCK
STANDPIPE OR SPRINKLER MAIN.
SEE FLOOR PLAN FOR SIZES.—
TO AUTOMATIC SPRINKLER SYSTEM.
SEE FLOOR PLAN FOR CONTINUATION.
EXISTING A \S ZONE CONNECTION DETAIL
I' DROP NIPPLE.,, e
I' X I /2' REDUCER `�
CONCEALED
SPRINKLER HEAD
MINIMUM ONE HANGER ON
ARMOVERS I2' OR MORE
IN LENGTH
I' CLOSE NIPPLE
BRANCH LINE
C+L
4
0
,�
tJ
p'e � �W M 4, AII4 9 gn,... L.. b. °b f d 1 6% z � PFD A `al 6d� p�"p p F°e P >L�ORE
±,E F
Architecture Engineering Planning
lnterior_Des�gn LandgcapQ Architecture
2601n South- Bayshora Drve 10th Floor
Miami, Florida 33133
E (305) 859 -2050 Fax (305) 860 -3700
MEP ENGINEER:
2RSmith
Seckman
Reid, Inc.
600 West Hillsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421 -1260
FAX: (954) 421 -1466
www.ssr- inc.com
Firm. Certification - EB- 0000857
John E. Moulder PE - 33200
Michael A. Steward PE - 65701
SSR JOB # 1032062.0
!7
PERMIT SUBMITTAL
CD PHASE
REVISIONS:
PROJECT NAME:
SOUTH MIAMI HOSPITAL
EAST TOWER FMROTD CENTER
B
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO. 40062.100
SCALE:
DATE: .TUNE 30.2010
DRAWN:
A CHECKED:
CADD FILE:
DRAWING TITLE:
Mae
SHEET NO.
FP5.1
0
a