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EXPOSED SecurTAPE TM
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DRIVE END DOOR ASSEMBLY WIDTH 9 1/2"
6 1/2"
SEE DOOR SCHEDULE
3'-2"
SEE DOOR SCHEDULE
10" 3'-2" D1 GLAZED EXIT DOOR
3"
1 1/2"
1 1/2"
2"
D3 GLAZED EXIT DOOR
D2 EXIT DOOR
2"
WELDED STEEL FRAME
TYPE 1
D4 ROLL DOWN DOOR
SCALE:
SCALE:
EXISTING WALL TO REMAIN (VERIFY WALL TYPE / WIDTH IN FIELD) 1/2"
1/2"
EXISTING WALL TO REMAIN
MATCH EXISTING, VIF
(VERIFY WALL TYPE / WIDTH IN FIELD)
VARIES EXPANSION ANCHOR 3 PER JAMB (TYP.)
EXIST. WALL HEADPLATE BEYOND
EXIST. WALL TO BE ADJUSTED FOR NEW H.M. FRAME
SEALANT TYP. EA SIDE
SEALANT TYP. EA SIDE
14 GA. STEEL FRAME
1 15/16"
VARIES
2"
PACK SOLID WITH MINERAL FIBER 5/8"
2"
5/8"
SEALANT TYP.
1/4"
EXIST. WALL 3 1/4"
SEALANT TYP.
INSERT CLIP JAMB ANCHOR 14 GA. STEEL FRAME
1 15/16"
1 15/16"
VARIES
1 15/16" CURTAIN
DOOR AS SCHEDULED
DOOR AS SCHEDULED
5"
(TYPICAL FOR DOORS AT WALLS MORE THAN 8" IN WIDTH)
(TYPICAL FOR DOORS AT WALLS 8" OR LESS IN WIDTH)
SCALE:
SCALE:
SCALE:
SEALANT TYP. EA SIDE
2" SEALANT TYP.
1 15/16" VARIES
MATCH EXISTING, VIF
1/2"
5"
2"
5/8"
5/8"
(TYPICAL FOR DOORS AT WALLS 8" OR LESS IN WIDTH) (TYPICAL FOR DOORS AT WALLS MORE THAN 8" IN WIDTH)
SCALE:
SCALE:
VIF
NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION DOOR AND FRAME AS SCHEDULED
1 15/16"
EXIST. WALL TO BE ADJUSTED FOR NEW H.M. FRAME
DOOR AS SCHEDULED
MATCH EXISTING, VIF
EXPANSION ANCHOR 3 PER JAMB (TYP.)
EXISTING WALL TO REMAIN
1 15/16"
VARIES
VARIES
1 15/16"
DOOR AS SCHEDULED
(VERIFY WALL TYPE / WIDTH IN FIELD)
1/2"
14 GA. STEEL FRAME
1/2"
SEE DOOR SCHEDULE
EQ. 10" EQ.
100 SQ.IN OF GLASS
2" SEE DOOR SCHEDULE
2"
SEE DOOR SCHEDULE
2" SEE DOOR SCHEDULE
SEE DOOR SCHEDULE
2"
SEE DOOR SCHEDULE
2" SEE DOOR SCHEDULE
2"
2" 1'-3 1/2" 2"
2"
2" SEE DOOR SCHEDULE
HEADPLATE BEYOND
1'-11 1/2"
1/4" TEMP. GLASS AT ALL DOOR WINDOWS
1'-11 1/2"
TENSION END
1'-8 1/2"
SEE DOOR SCHEDULE
SCALE:
ALUMINUM THRESHOLD EXTERIOR SURFACE
NORTH
X
X
X
X
X
X
X
X
X
X
X
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PLOTTER PERSONAL 138 CINTAS 17/ 136
PERSONAL 15 CINTAS 2/ 16
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\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\MECH\30 WORTH ST.MECH 2017-10-31.dwg, 11/1/2017 4:05:16 PM, AutoCAD PDF (General Documentation).pc3
PLOTTER PERSONAL 138 CINTAS 17/ 136
PERSONAL 15 CINTAS 2/ 16
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\MECH\30 WORTH ST.MECH 2017-10-31.dwg, 11/1/2017 4:05:19 PM, AutoCAD PDF (General Documentation).pc3
LOCATED IN THE SHADE ON THE NORTH SIDE OF THE BUILDING OA-H
RF VFD
RF-O
RF-C RF-S
OA-T
SDR-2 RA-T RA-H
EAD-O
EA
RA NC
NO
RAD-O SF VFD SF-O
SF-C SF-S SDR-1
PFILT-S OAD-O
MA-T
PH-T
DA1-P
DA-T
LT-A
H
L
E
OA
C
DA
C
NC L
PH1-C
CLG1-C
PH2-C
CLG2-C
H
DAPHI-A
LOCATED 2/3 DOWN THE LONGEST DUCT RUN
Safety Shutdown Relay Coil Wiring Detail H
24 VAC
N
DA-VP
DAPHI-A
LT-A
FIRE ALARM SHUTDOWN
DPR-O E
SA
SDR-1
(If used)
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\MECH\30 WORTH ST.MECH 2017-10-31.dwg, 11/1/2017 4:05:19 PM, AutoCAD PDF (General Documentation).pc3
FOR WIRING OF SAFETY SHUTDOWN RELAY (SDR-N) CONTACTS, SEE DESIGNATION ON STARTER/ VFD DETAIL.
DA
C HTG1-C
SDR-2
HTG2-C ZN-T ZN-SP
E C NC NC
C
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\MECH\30 WORTH ST.MECH 2017-10-31.dwg, 11/1/2017 4:05:20 PM, AutoCAD PDF (General Documentation).pc3
MITSUBISHI PUY-A24NHA7
AC-1 LAN A-102
MITSUBISHI PUY-A24NHA7
AC-2 LAN A-231
NOTES: 1. MOTOR SHALL HAVE THERMAL OVERLOAD PROTECTION 2. DISCONNECT SWITCH SHALL HAVE THERMAL OVERLOAD PROTECTION 3. NEOPRENE PAD VIBRATION ISOLATORS.
4. 5. 6. 7.
MITSUBISHI APPROVED QUICK SLING STAND FOR ROOF MOUNTING. HANDS OFF AUTO (H-O-A) SWITCH LOW AMBIENT TEMPERATURE CONTROLS DOWN TO O°F. OUTDOOR TWINING KIT
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\MECH\30 WORTH ST.MECH 2017-10-31.dwg, 11/1/2017 4:05:22 PM, AutoCAD PDF (General Documentation).pc3
”
“
◦
◦
◦
◦ ◦ ”
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\MECH\30 WORTH ST.MECH 2017-10-31.dwg, 11/1/2017 4:05:24 PM, AutoCAD PDF (General Documentation).pc3
”
”
· ·
à
·
à
· ·
à
· ·
à
·
à
·
à
·
à
·
” ·
· ·
”
” ”
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:01 PM, AutoCAD PDF (General Documentation).pc3
AREA OF WORK
·
·
·
·
· ·
·
· · ·
·
· · ·
· ·
· · ·
·
· ·
·
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\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:11 PM, AutoCAD PDF (General Documentation).pc3
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:14 PM, AutoCAD PDF (General Documentation).pc3
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:17 PM, AutoCAD PDF (General Documentation).pc3
LMRJ Series Pre-Terminated Cables or CAT5e. Free Topology & WS Splitter Acceptable
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:19 PM, AutoCAD PDF (General Documentation).pc3
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:23 PM, AutoCAD PDF (General Documentation).pc3
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:26 PM, AutoCAD PDF (General Documentation).pc3
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:29 PM, AutoCAD PDF (General Documentation).pc3
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:30 PM, AutoCAD PDF (General Documentation).pc3
500 500
0
9220 9260 9860 0
0
2000 850
660
SPARE
1
1 20
20 -
660
SPARE EQ-4
0 600
5300
23,860 24,860
2000
EQ-8
900 20
900 1
60
6600 6600
SPARE
5300
1500
WASTE EJECTOR PUMP
24,650 0
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:30 PM, AutoCAD PDF (General Documentation).pc3
5480 6480 5820 0
1 20 SPARE
1 20 SPARE
0
0
26
65
10 30.8
41 116
80 220
44 122
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:33 PM, AutoCAD PDF (General Documentation).pc3
\\Rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\ELEC\30 WORTH ST.ELEC 2017-10-29.dwg, 11/1/2017 5:48:34 PM, AutoCAD PDF (General Documentation).pc3
K:\GoodFiles\Projects\30 Worth Street ConEd\CAD\PLUMB\30 WORTH ST._PLUMB_10-26-2017.dwg, 11/1/2017 5:50:19 PM, AutoCAD PDF (General Documentation).pc3
A B
C
D E
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K:\GoodFiles\Projects\30 Worth Street ConEd\CAD\PLUMB\30 WORTH ST._PLUMB_10-26-2017.dwg, 11/1/2017 5:50:23 PM, AutoCAD PDF (General Documentation).pc3
K:\GoodFiles\Projects\30 Worth Street ConEd\CAD\PLUMB\30 WORTH ST._PLUMB_10-26-2017.dwg, 11/1/2017 5:50:24 PM, AutoCAD PDF (General Documentation).pc3
F
C F
A B
C
A
B G
F
A B B
C
B
A C
B
A C
C
A
C
C
F
G
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D
F
E C
A
D
E C F
E A A E
C
C A
G C
D C A
B
A B B
A E
C A
G
C
E C
D A
C B
B
A B
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E
D
B
C
C A
C
A C
A
C C
A A C
C F
F F B
B
F
D
B B G D G
G C
A
C
A
A
E
A A
E E B
C F
A A
E
C F
A A C
C C
E B
D C C
B
B
B
C
A
B G
A
B
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E
D
B
C
C A
C
A C
A
C C
A A C
C F
F F B
B
F
D
B B G D G
G C
A
C
A
A
E
A A
E E B
C F
A A
E
C F
A A C
C C
E B
D C C
B
B
B
C
A
B G
A
B
PACK ALL SPACES FULL DEPTH W/ MINERAL WOOL OR OTHER EQUALLY APPROVED SOUND/FIRE STOPPING MATERIAL
ANHYDROUS CALCIUM SILICATE INSULATION THRU SLEEVE
ESCUTCHEON BOTH SIDES
PIPE
MAXIMUM CLEARANCE BETWEEN INSIDE OF SLEEVE & PIPE
INSULATION SOUND/FIRE RATED PARTITION WALL OR FLOOR
SLEEVE
PIPING HANGER DETAIL
D.1
D.2
SCALE: NTS
DETAIL OF PIPING THRU RATED PARTITIONS SCALE: NTS
DETAIL OF HOT WATER HEATER
D.3
SCALE: NTS
K:\GoodFiles\Projects\30 Worth Street ConEd\CAD\PLUMB\30 WORTH ST._PLUMB_10-26-2017.dwg, 11/1/2017 5:50:36 PM, AutoCAD PDF (General Documentation).pc3
4"
SUBMERSIBLE SEWAGE EJECTOR IN PIT
D.5
D.7
INSULATION OF PIPING, VALVES AND FITTINGS FOR EXPOSED AND CONCEALED LOCATIONS SCALE: NTS
ELEVATOR SUMP PUMP DETAIL
D.6
SCALE: NTS
D.8
HOT WATER RETURN BALANCING VALVE DETAIL SCALE: NTS
SCALE: NTS
D.9
TYPICAL FLOOR CLEANOUT SCALE: NTS
D.10
NO HUB BRACING FOR VERTICAL PIPING SCALE: NTS
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AREA OF WORK
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\FA\30 WORTH ST FA 2017-10-26.dwg, 11/1/2017 5:49:37 PM, AutoCAD PDF (General Documentation).pc3
S
S
S
S
S S H S H
S S
S H S H
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\FA\30 WORTH ST FA 2017-10-26.dwg, 11/1/2017 5:49:38 PM, AutoCAD PDF (General Documentation).pc3
S H
H S
S
S H
S
S H
H S
S H
S
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LEGEND NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING POINT OF CONNECTION POINT OF DISCONNECTION (E)
EXISTING
(N)
NEW
(RE)
RELOCATED CONTROL VALVE GATE VALVE FLOW CHECK VALVE ALARM GONG HYDRAULIC NODE
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\SPRINKLER\2017.10.26 -SPK- 30 WORTH ST.dwg, 11/1/2017 4:39:22 PM, AutoCAD PDF (General Documentation).pc3
DOUBLE CHECK VALVE ASSEMBLY
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\SPRINKLER\2017.10.26 -SPK- 30 WORTH ST.dwg, 11/1/2017 4:39:24 PM, AutoCAD PDF (General Documentation).pc3
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\SPRINKLER\2017.10.26 -SPK- 30 WORTH ST.dwg, 11/1/2017 4:39:25 PM, AutoCAD PDF (General Documentation).pc3
SPRINKLER SCHEDULE CELLAR - 3RD FLOOR
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\SPRINKLER\2017.10.26 -SPK- 30 WORTH ST.dwg, 11/1/2017 4:39:27 PM, AutoCAD PDF (General Documentation).pc3
EXISTING SPRINKLER HEADS RELOCATED SPRINKLER HEADS REMOVED SPRINKLER HEADS NEW SPRINKLER HEADS TOTAL HEADS IN SCOPE OF WORK
= = = =
0 0 111 139
=
139
DESIGN CRITERIA INFORMATION - 2ND FLOOR 1. AREA OF APPLICATION
= 900 SQ. FT.
2. OCCUPANCY CLASSIFICATION
= ORDINARY HAZARD I
3. MAXIMUM COVERAGE PER SPRINKLER HEAD = 130 SQ. FT. 4. DESIGN DENSITY
= 0.15 GPM/SQ. FT.
5. "K" FACTOR OF SPRINKLER
= 5.6
6. DESIGN CRITERIA REQUIREMENTS BASED ON: * NFPA - 13 2007
PLOTTER PERSONAL 138 CINTAS 17/ 136
PERSONAL 15 CINTAS 2/ 16
SPRINKLER SCHEDULE CELLAR - 2ND FLOOR EXISTING SPRINKLER HEADS RELOCATED SPRINKLER HEADS REMOVED SPRINKLER HEADS NEW SPRINKLER HEADS TOTAL HEADS IN SCOPE OF WORK
= = = =
0 0 133 108
=
108
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\SPRINKLER\2017.10.26 -SPK- 30 WORTH ST.dwg, 11/1/2017 4:39:30 PM, AutoCAD PDF (General Documentation).pc3
DESIGN CRITERIA INFORMATION - 2ND FLOOR 1. AREA OF APPLICATION
= 900 SQ. FT.
2. OCCUPANCY CLASSIFICATION
= LIGHT HAZARD
3. MAXIMUM COVERAGE PER SPRINKLER HEAD = 225 SQ. FT. 4. DESIGN DENSITY
= 0.1 GPM/SQ. FT.
5. "K" FACTOR OF SPRINKLER
= 5.6
6. DESIGN CRITERIA REQUIREMENTS BASED ON: * NFPA - 13 2007
ROOF
TO 108 NEW HEADS
NEW 4" SPR. RISER
2ND FLOOR NEW 4" SPR. RISER CONTROL PANEL
TO 139 NEW HEADS
NEW 1" SPR. DRAIN DRAIN TO TERMINATE BY APPROVED METHOD
WATER FLOW CHECK VALVE
6" ALARM GONG WIRING TO EXIST. RELAY PANEL
6"
EXISTING SIEMESE FIRE DEPARTMENT CONNECTION 36" ABOVE GRADE
EXISTING 6" WATER CONNECTION TO MUNICIPAL WATER MAIN IN WORTH STREET
6" EXISTING SPRINKLER MAIN CONTROL VALVE LOCKED IN OPEN POSITIONS
6"
EXISTING HOUSE CONTROL VALVE
EXISTING DOMESTIC HOUSE CONTROL VALVE EXISTING 3" DOMESTIC RPZ NEW MOTORIZED CONTROL VALVE
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\SPRINKLER\2017.10.26 -SPK- 30 WORTH ST.dwg, 11/1/2017 4:39:32 PM, AutoCAD PDF (General Documentation).pc3
EXISTING CURB VALVE BOX
ALARM CHECK VALVE
EXISTING 6" DCDA LOCKED IN OPEN POSITION
1ST FLOOR
FLOOR CONTROL VALVE "GRINNELL" SERIES #7700HFP BUTTERFLY VALVES, 300 PSI RATED WITH INTERNAL SUPERVISORY SWITCH
PACK ALL SPACES FULL DEPTH W/ MINERAL WOOL OR OTHER EQUALLY APPROVED SOUND/FIRE STOPPING MATERIAL
ANHYDROUS CALCIUM SILICATE INSULATION THRU SLEEVE
ESCUTCHEON BOTH SIDES
CONCRETE ANCHOR HILTI-KWICK BOLT, SERIES HDI, OR APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
4" SQ. BOX AT CEILING
CEILING
EXISTING WF STEEL MEMBER
4" SQ. BOX
CABLE AND CONDUIT TO SPRINKLER SUPERVISORY PANEL
"C" CLAMP NEW BRANCH MAIN
3/4" CONDUIT
CONCRETE SLAB
SEAL TIGHT
PIPE
SPRINKLER HEAD
COUPLER STEEL RESTRAINING STRAP
NEW WATER FLOW DETECTOR "GRINNEL" MODEL VSR-F OR EQUAL
ROD (SIZE AS REQUIRED)
SPRINKLER PIPE MAXIMUM CLEARANCE BETWEEN INSIDE OF SLEEVE & PIPE SLEEVE
INSULATION
CLEVIS HANGER
SOUND/FIRE RATED PARTITION WALL OR FLOOR
NEW BRANCH MAIN
DETAIL OF PIPING THRU RATED PARTITIONS
INSPECTORS TEST VALVE "VICTAULIC" STYLE #720 TEST MASTER II ALARM TEST MODULE
SCALE: NTS
TYPICAL HANGER DETAIL
UPRIGNT SPRINKLER HEAD CONNECTION
SCALE: NTS
SCALE: NTS
NOTES: 1. CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1" 2. GENERAL PURPOSE HANGERS MAY BE USED ON 1" SPRINKLER PIPING ONLY. 3. CONTRACTOR TO REPAIR ANY DAMAGED OR REMOVED FIREPROOFING CAUSED BY HANGING INSTALLATION.
1 1/4"
TYPICAL FLOOR CONTROL VALVE DETAIL SCALE: NTS
1" NIPPLE
SLAB BRANCH LINE
1" ELBOW
BRANCH PIPE
CEILING SLAB 1" NIPPLE
SECURELY ATTACH TO BUILDING CONSTRUCTION, REFER TO SPECIFICATIONS
EXPANSION SHIELD -200LB. MIN @ 12'-0" CENTERS ALONG ENTIRE LENGTH
ADJUSTABLE CLEVIS HANGER
±1/2" ADJUSTABLE
1" DROP NIPPLE
ALTERNATE BOTTOM TAKE OFF
HANGER ROD
1" NPT. FEMALE COUPLING REDUCER SHELL ASSEMBLY
SECURE SUPPORT ROD TO STRUCTURE WITH CONCRETE INSERT FISHPLATE OR BEAM CLAMP AS APPLICABLE
COUPLING REDUCER
PIPE THREADED ROD
SPRINKLER CUP ASSEMBLY
PIPE
FINISHED CEILING LINE
SUSPENDED CEILING CEILING COVER PLATE
CONCEALED SORINKLER HEAD BRANCH LINE CONECTION
\\rcenas\k\GoodFiles\Projects\30 Worth Street ConEd\CAD\SPRINKLER\2017.10.26 -SPK- 30 WORTH ST.dwg, 11/1/2017 4:39:34 PM, AutoCAD PDF (General Documentation).pc3
SCALE: NTS
COVER PLATE ASSEMBLY
ANGLE IRON NOTES: 1. CONTRACTOR TO REPAIR ANY DAMAGED OR REMOVED FIREPROOFING CAUSED BY HANGING INSTALLATION.
PIPING HANGER DETAILS SCALE: NTS
CONCEALED SPRINKLER HEAD CONNECTION FOR SUSPENDED CEILING SCALE: NTS