12-965-045SPRINKLER HEAD
In X 1/2' REDUCER-----'
UPRIGHT SPRINKLER HEAD
DETAIL
""" DIMENSION. MINIMUM DIA. "A" DIMENSION,
In CLOSE NIPPLE
BRANCH LINE
991T.Irf. k
P X 1/2' REDUCER
CONCEALED
SPRINKLER HEAD
MINIMUM ONE HANGER ON
ARMOVERS 12' OR MORE
IN LENGTH
I ---I' CLOSE NIPPLE
I BRANCH LINE
TYPICAL SPRINKLER HEAD
DROP (RETURN BEND) DETAIL
CEILING
N.T.S.
0
CD
rn o Mom
�r
c�br�"i -qcb
GOn(ON �Q?�
1-
1- LO ~ N p
LO C14 j.
Q' 21 0
2N map -00` 2 Z
pp C p 0 Qy O c0
J Y C aU
MINIMUM DIA. v
"B" (INCHES) PHILLIPS CONCRETE "A" DIMENSION. M
FASTENER I.T.T. GRINNELL MINIMUN DIA. ( INCHES) MAIN A/S DRAIN MAIN A/S DRAIN d'
(RED HEAD) TO BE USED ON LINE FLOOR TO FLOOR LINE FLOOR TO FLOOR r
NEW CONSTRUCTION. PROVIDE THREADED ROD ¢ m
HILTIKWIK BOLT, ZINC PLATED. SIZE. CUT TO RISER CLAMP — RISER CLAMP
METAL EXPANSION ANCHOR ON LENGTH
EXIST NG C CONSTRUCTION = �* .� *• ;;�;, „ A/S ZONE DRAIN LINE J
A/S ZONE DRAIN LINE
ADJUSTIBLE ADJUSTIBLE A/S DRAIN VALVE A/S DRAIN VALVE LL
SELF DRILLING CONCRETE WEDGE ANCHOR Q Ift
CLEVIS HANGER SWIVEL RING HANGER kCA SPECTOR TEST
FOR PIPING 4" AND LARGER FOR PIPING 3" AND SMALLER INSPECTOR TEST ONNNECTION
GRINNELL FIG #260 GRINNELL FIG #69 CONNNECTION TEST VALVE I' EXTERIOR WALL
TEST VALVE I' SEE ARCH.DWG. z Q
SITE GLASS 1' ITE GLA SS I' Z
UNION WITH ORIFICE NION WITH ORIFICE Uj
A -�� AO/SNDRAINNL NE MAIN ONNECTION TO MAIN A/S DRAIN LINE d ti /S DRAIN LINE ~
TERMINATE A/S DRAIN a PIPE SLEEVE _ CO)
o LINE TO EXTERIOR 18 Q Q E
o ESCUTHEON
A.F.G. SEE SECTION. _ (f)
'n RISER CLAMP THREADED BQUTLET LL!
SIDE JOIST ATTACHMENT CENTER I-BEAM CLAMP TOP BEAM CLAMP SCUTCHEON
GROUND FLOOR UPPER FLOOR 18' A.F.G. � �"'
OR �-' `W
SIDE JOIST ADJUSTABLE CONCRETE
HANGER HANGERS ' NOTE: r- , NOTE: SPLASH BLOCK
SINGLE A/S ZONE PIPE SINGLE A/S ZONE PIPE 0
ARRANGEMENT WITH A 0
ARRANGEMENT WITH A CONTINUOUS MAIN A/S ')'i•�• Q� (n
HANGER SPACING �� CONTINUOUS MAIN A/S DRAIN
NOTE: " , " ELEVATION DRAIN LINE FLOOR TO
HANGER ROD DIAMETER IS THE MINIMUM 1. 1 AND 1114" DIA. STEEL PIPE: MAXIMUM 12 FT. SPACING. PIPE PIPE ELEVATION LINE AND TERMINATION ON FLOOR AND EXPOSED E � a
SIZE PER NFPA. HANGER ROD DIAMETER 2• 1" THRU 3" DIA. THREADED LIGHTWALL PIPE: MAX. 12 FT. SPACING A B A j/4
GROUND FLOOR WITH EXPOSED PIPES.
SECTION -ci
SHALL BE THE DIAMETER APPROVED FOR 3. 11 -2' AND LARGER DIA. STEEL PIPE: MAXIMUM 15 FT. SPACING. SIZE SIZE PIPING.
USE WITH THE HANGER ASSEMBLY. 4. ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH 1 3/8 1/8 4 3/8 C�
NFPA -13. EACH SECTION OF PIPE SHALL HAVE NO LESS S21 3/8 1/8 6 1/2 NOTE• THAN ONE HANGER. ARMOVERS EXCEEDdNG 1 FT. SHALL HAVE 3/8 1/8 8 1/2 A HANGER. /8 1/4 10 5/8 ? 5. PROVIDE PIPE CLAMP AT EACH FLOOR FOR RISERS 3/s 1 /4 12 I. TYPICAL A/S DRAIN LINE TERMINATION TO EXTERIOR. _ ?
PENETRATING FLOORS.
6. TRAPEZE HANGERS SHALL NOT BE USED. /8 1 /4 2. VALVES TO BE MOUNTED AT A MAXIMUM OF 5' -0' A.F.F. lIn— 1-
7. ALL HANGERS SHALL BE U.L. LISTED. HANGER ROD SCHEDULE 0. = a 0)
8. ALL EXTERIOR HANGERS SHALL BE STAINLESS STEEL INCLUDING N.T.S 0 O cm CLAMPS.THREADED RODS, NUTS & BOLTS.
9. ALL INTERIOR HANGERS SHALL BE GALVANIZED INCLUDING M 1
CLAMPS.THREADED RODS, NUTS & BOLTS. iii v .i CID V
i
PAn-
C)
0
17
a�
0
a-
N
O
N
0
N
ai
Q
p
d
C
0
CO
0
N
M
N
N
0
N
N
M
Q
m
ti
1211�—ffl
EXISTING A/S DRAIN AND TEST CONNECTION DETAIL
L � Lk-' i
-D t)IC'1'TS3r�i, C�n4 S?RTA,1f;t
ILLIS
C'C)NTR.� IY31t'S tVOR'I;1", %* i PL rk','NS SI1AL L RE
N1IAI I DAVE C"OL1' 11`5' FIR H DIAIAl:f fi"�NT'I3EC(- i
ANY SYSTEM IS INSTt LLED OR REhc(;az+I i ED,
N.T.S.
SRSmith
Segkman
Reid, Inc.
600 West I- illsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421 -1260
FAX: (954) 421 -1466
wvvw.ssr- mc.com
Firm Certification - EB- 0000857
Michael A. Steward PE - 65701
John E. Moulder PE - 33200
SSR JOB # 1232016.0
Comm. No:
12007.00
Date
05/22/12
Drawn:
Revised:
—..
it
0
CD
rn o Mom
�r
c�br�"i -qcb
GOn(ON �Q?�
1-
1- LO ~ N p
LO C14 j.
Q' 21 0
2N map -00` 2 Z
pp C p 0 Qy O c0
J Y C aU
MINIMUM DIA. v
"B" (INCHES) PHILLIPS CONCRETE "A" DIMENSION. M
FASTENER I.T.T. GRINNELL MINIMUN DIA. ( INCHES) MAIN A/S DRAIN MAIN A/S DRAIN d'
(RED HEAD) TO BE USED ON LINE FLOOR TO FLOOR LINE FLOOR TO FLOOR r
NEW CONSTRUCTION. PROVIDE THREADED ROD ¢ m
HILTIKWIK BOLT, ZINC PLATED. SIZE. CUT TO RISER CLAMP — RISER CLAMP
METAL EXPANSION ANCHOR ON LENGTH
EXIST NG C CONSTRUCTION = �* .� *• ;;�;, „ A/S ZONE DRAIN LINE J
A/S ZONE DRAIN LINE
ADJUSTIBLE ADJUSTIBLE A/S DRAIN VALVE A/S DRAIN VALVE LL
SELF DRILLING CONCRETE WEDGE ANCHOR Q Ift
CLEVIS HANGER SWIVEL RING HANGER kCA SPECTOR TEST
FOR PIPING 4" AND LARGER FOR PIPING 3" AND SMALLER INSPECTOR TEST ONNNECTION
GRINNELL FIG #260 GRINNELL FIG #69 CONNNECTION TEST VALVE I' EXTERIOR WALL
TEST VALVE I' SEE ARCH.DWG. z Q
SITE GLASS 1' ITE GLA SS I' Z
UNION WITH ORIFICE NION WITH ORIFICE Uj
A -�� AO/SNDRAINNL NE MAIN ONNECTION TO MAIN A/S DRAIN LINE d ti /S DRAIN LINE ~
TERMINATE A/S DRAIN a PIPE SLEEVE _ CO)
o LINE TO EXTERIOR 18 Q Q E
o ESCUTHEON
A.F.G. SEE SECTION. _ (f)
'n RISER CLAMP THREADED BQUTLET LL!
SIDE JOIST ATTACHMENT CENTER I-BEAM CLAMP TOP BEAM CLAMP SCUTCHEON
GROUND FLOOR UPPER FLOOR 18' A.F.G. � �"'
OR �-' `W
SIDE JOIST ADJUSTABLE CONCRETE
HANGER HANGERS ' NOTE: r- , NOTE: SPLASH BLOCK
SINGLE A/S ZONE PIPE SINGLE A/S ZONE PIPE 0
ARRANGEMENT WITH A 0
ARRANGEMENT WITH A CONTINUOUS MAIN A/S ')'i•�• Q� (n
HANGER SPACING �� CONTINUOUS MAIN A/S DRAIN
NOTE: " , " ELEVATION DRAIN LINE FLOOR TO
HANGER ROD DIAMETER IS THE MINIMUM 1. 1 AND 1114" DIA. STEEL PIPE: MAXIMUM 12 FT. SPACING. PIPE PIPE ELEVATION LINE AND TERMINATION ON FLOOR AND EXPOSED E � a
SIZE PER NFPA. HANGER ROD DIAMETER 2• 1" THRU 3" DIA. THREADED LIGHTWALL PIPE: MAX. 12 FT. SPACING A B A j/4
GROUND FLOOR WITH EXPOSED PIPES.
SECTION -ci
SHALL BE THE DIAMETER APPROVED FOR 3. 11 -2' AND LARGER DIA. STEEL PIPE: MAXIMUM 15 FT. SPACING. SIZE SIZE PIPING.
USE WITH THE HANGER ASSEMBLY. 4. ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH 1 3/8 1/8 4 3/8 C�
NFPA -13. EACH SECTION OF PIPE SHALL HAVE NO LESS S21 3/8 1/8 6 1/2 NOTE• THAN ONE HANGER. ARMOVERS EXCEEDdNG 1 FT. SHALL HAVE 3/8 1/8 8 1/2 A HANGER. /8 1/4 10 5/8 ? 5. PROVIDE PIPE CLAMP AT EACH FLOOR FOR RISERS 3/s 1 /4 12 I. TYPICAL A/S DRAIN LINE TERMINATION TO EXTERIOR. _ ?
PENETRATING FLOORS.
6. TRAPEZE HANGERS SHALL NOT BE USED. /8 1 /4 2. VALVES TO BE MOUNTED AT A MAXIMUM OF 5' -0' A.F.F. lIn— 1-
7. ALL HANGERS SHALL BE U.L. LISTED. HANGER ROD SCHEDULE 0. = a 0)
8. ALL EXTERIOR HANGERS SHALL BE STAINLESS STEEL INCLUDING N.T.S 0 O cm CLAMPS.THREADED RODS, NUTS & BOLTS.
9. ALL INTERIOR HANGERS SHALL BE GALVANIZED INCLUDING M 1
CLAMPS.THREADED RODS, NUTS & BOLTS. iii v .i CID V
i
PAn-
C)
0
17
a�
0
a-
N
O
N
0
N
ai
Q
p
d
C
0
CO
0
N
M
N
N
0
N
N
M
Q
m
ti
1211�—ffl
EXISTING A/S DRAIN AND TEST CONNECTION DETAIL
L � Lk-' i
-D t)IC'1'TS3r�i, C�n4 S?RTA,1f;t
ILLIS
C'C)NTR.� IY31t'S tVOR'I;1", %* i PL rk','NS SI1AL L RE
N1IAI I DAVE C"OL1' 11`5' FIR H DIAIAl:f fi"�NT'I3EC(- i
ANY SYSTEM IS INSTt LLED OR REhc(;az+I i ED,
N.T.S.
SRSmith
Segkman
Reid, Inc.
600 West I- illsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421 -1260
FAX: (954) 421 -1466
wvvw.ssr- mc.com
Firm Certification - EB- 0000857
Michael A. Steward PE - 65701
John E. Moulder PE - 33200
SSR JOB # 1232016.0
Comm. No:
12007.00
Date
05/22/12
Drawn:
Revised: