Professional Work in New York 1

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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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PLOTTER PERSONAL 138 CINTAS 17/ 136

PERSONAL 15 CINTAS 2/ 16


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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)

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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


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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


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◦ ◦ ”


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· ·

à

·

à

· ·

à

· ·

à

·

à

·

à

·

à

·

” ·

· ·

” ”


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AREA OF WORK

·

·

·

·

· ·

·

· · ·

·

· · ·

· ·

· · ·

·

· ·

·


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LMRJ Series Pre-Terminated Cables or CAT5e. Free Topology & WS Splitter Acceptable


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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


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5480 6480 5820 0

1 20 SPARE

1 20 SPARE

0

0

26

65

10 30.8

41 116

80 220

44 122


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K:\GoodFiles\Projects\30 Worth Street ConEd\CAD\PLUMB\30 WORTH ST._PLUMB_10-26-2017.dwg, 11/1/2017 5:50:19 PM, AutoCAD PDF (General Documentation).pc3

A B

C

D E


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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

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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


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S

S

S

S

S S H S H

S S

S H S H

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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


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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

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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

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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


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Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.