Phase 1 - Plans - Amd 0007.pdf

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BUILDING 332

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BUILDING 332T

BUILDING 331

X

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XXX

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ELECTRIC

CONCRETE

PAD

PAVED

PARKING LOT

PLAN

TER

WOODEN RAMP

GV

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AIN

CONCRETE

BARRIERS

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TO

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CO

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AC UNIT

ON RAISED

CONCRETE

AC UNITS

AC UNIT

ON RAISED

CONCRETE

AC UNIT

AC UNIT

T

T

VENTS

GAS METER

GAS METER

EQUIPMENT

FIRE PHONE

FIRE PHONE

FIRE PHONE

FIRE PHONE

4" PVC

15" R

C P

15" RCP

SILL90.14

SILL90.15

SILL90.12

SILL90.18

FF90.16

AC UNIT

COMPENSATED

AIR DISCHARGE

ROOF DRAIN

S S

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INLET GRT 89.22

IN 4" INV 87.1

OUT 15" INV 86.4

MH RIM 89.85

INV 84.7

INLET TRENCH 89.75

INV 89.1

BSM-3

SPIKE & TAG ON CURB

N:434652.21 E:543861.89

ELEV:85.94'

ROOF DRAIN ROOF DRAIN

ROOF DRAIN

PLAN

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87 88 89

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DRAIN

ROOF

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A1 EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1" = 10'

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON IS BASED ON THE CAD FILE

PROVIDED BY BORBAS SURVEYING & MAPPING, LLC. THIS IS NOT A BOUNDARY

OR TOPOGRAPHIC SURVEY. THE CERTIFICATION ON THIS SHEET IS INTENDED

ONLY TO CERTIFY THE DEMOLITION SHOWN, NOT THE EXISTING CONDITIONS.

2. THE HORIZONTAL DATUM IS THE NEW JERSEY STATE PLANE COORDINATE

SYSTEM NAD83 (2011) DETERMINED BY DIFFERENTIAL GPS ON JULY 11, 2022

USING THE NGS CORS SYSTEM, REFERENCE STATION NJOC.

3. THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) GEOID12A VERIFIED BY DIFFERENTIAL GPS OBSERVATIONS FROM THE

NGS CORS NETWORK ON JULY 11, 2022. BENCHMARK: REFERENCE STATION

NJOC (ORTHOMETRIC HEIGHT=81.4629').

4. THIS BASE MAP DEPICTS LIMITED PHYSICAL IMPROVEMENTS AS THEY EXISTED

ON JULY 11, 2022. NO ATTEMPT HAS BEEN MADE TO DETERMINE THE LOCATION

OF PROPERTY LINES, EASEMENTS OR RIGHT-OF-WAY LINES.

5. ALL COORDINATES AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET

IN THE HORIZONTAL AND VERTICAL DATUMS LISTED ABOVE.

6. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM EVIDENCE OBSERVED ON

THE SURFACE ONLY. THE SURVEYOR MAKES NO GUARANTEES THAT THE

UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER

IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT

THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE

UNDERGROUND UTILITIES.

7. COMMUNICATIONS, ELECTRICAL POWER, WATER, FIRE WATER, SANITARY

SEWER, AND NATURAL GAS UNDERGROUND UTILITIES HAVE BEEN SHOWN ON

THESE PLANS BASED ON GIS INFORMATION PROVIDED BY THE BASE.

CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO

DEMOLITION AND CONSTRUCTION.

SHEET KEYNOTES

1. REMOVE BUILDING DOWNSPOUTS

2. REMOVE AC UNIT AND CONCRETE PAD, RE: MECHANICAL

3. REMOVE METAL PLATFORM AND GAS TANKS ALONG WITH CONCRETE PAD

4. SAWCUT ASPHALT

5. REMOVE ASPHALT

6. REMOVE LIGHT POLE, RE: ELECTRICAL

7. REMOVE LIGHTING FEEDS BACK TO NEAREST HANDHOLE OR LIGHT POLE

8. REMOVE VAULT

9. REMOVE SHELTER STRUCTURE

10. NOT USED

11. REMOVE PLANTERS

12. REMOVE ELECTRICAL EQUIPMENT AND CONCRETE PADS, RE: ELECTRICAL

13. REMOVE NATURAL GAS METER AND SERVICE LINE BACK TO MAIN, CUT AND CAP

SERVICE, CONTACT NJNG CO TO MOVE NATURAL GAS LINES, RE: PLUMBING

14. REMOVE WATER LINE, CUT AND CAP

15. REMOVE SANITARY SEWER CLEANOUT AND SERVICE LINE, CUT AND CAP AT

MAIN

16. CUT AND CAP STEAM PIPES (APPROXIMATE LOCATION), RE: PLUMBING

17. REMOVE EXTERNAL ELECTRICAL CONDUIT, RE: ELECTRICAL

18. REMOVE EXISTING COMPRESSED AIR, STEAM, AND CONDENSATE PIPES

19. RELOCATE CONCRETE BARRICADE

20. REMOVE MISCELLANEOUS UTILITY EQUIPMENT

21. SAWCUT, DEMOLISH AND REMOVE CURB

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CD101A10' 20'0

5/

/2

:5

AM

MATCHLINE, SEE DETAIL A17 THIS SHEET

MATCHLINE SEE PLAN THIS SHEET

A16 FIRE SERVICE DETAIL

SCALE: 1"=10' 10' 20'0

08/01/202324 JUNE 202428 MAY 2025

J1

S-510A

1 3 4

B

A

C

D

E

F

G

16' - 0" 14' - 5" 11' - 7"

J1

S-510A

J7

S-510A

J7

S-510A

W10X54 W10X54

W10X54

W10X54W10X33W10X54

W10X33

W10X33

W10X54 W10X54

W10X54

W10X54 W10X54

W10X33

W10X33

W10X33

W10X33

2 24

H12

S-201A

H1

S-201A

F7 F9

F8

F8 F4 F8

F5

F5

F5

F5

F5

F5

F6 F6

F9 F6

F5

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP2BP2

BP2

BP2

BP1

HSS4X4X1/4

BP4

S-401A

H1 ABOVE

1' - 5"

4' - 0"

A1

S-201A

6' - 10"

4' - 0"

(FIELD

VERIFY)

(FIELD

VERIFY)

G1

S-202A

A8

S-201A

A1

S-201A

SIM.

BP3

SEE NOTE 4

16' - 6"

A1

S-502A

TYP. AT NEW

DOORWAYS

A1

S-502A

SIM.

TYP.

TYP.

4' - 8" 3' - 4" 3' - 0" 4' - 0"

3' - 4" 4' - 8"

A1

S-202A

S L O

P E

D O

W N

J12

S-510A

TYP.

SIM.

SLOPE

DOWN

SLOPE

DOWN

/8

/1

4' - 0"

SLOPE

DOW

N

INDICATES SPREAD FOOTING DESIGNATION. SEE

SCHEDULE ON SHEET S-601A FOR FOOTING INFORMATION.

INDICATES BASE PLATE DESIGNATION. SEE S-508A FOR

BASE PLATE DESIGNS.

1. SLAB ON GRADE IN NEW ADDITION SHALL BE 12" THICK

REINFORCED WITH #5 AT 14" O.C. EACH WAY, TOP AND

BOTTOM. THICKEN SLAB EDGE PER J7 / S-510A EVERYWHERE

SLAB EDGE MEETS EXTERIOR GRADE OR STOOPS (NOT

WHERE SLAB EDGE MEETS EXISTING B331/B332 SLABS).

2. EXISTING SLAB ON GRADE IN B331 AND B332 (TO REMAIN).

3. ROLL-UP DOOR THRESHOLD. SEE DETAIL J13 / S-502A.

4. COLUMN ISOLATION JOINT (TYP.). SEE DETAILS J1 AND J7

ON SHEET S-502A. SEE DETAIL E1 / S-501A FOR TYPICAL RE-

ENTRANT CORNER REINFORCING FOR SLAB.

5. 4" CONCRETE STOOP WITH #4 AT 16" O.C. AT MID-DEPTH OF

CONCRETE. SEE J7 / S-501A FOR TYPICAL STOOP DETAIL.

SLOPE 1/8" PER FOOT MINIMUM AND 3/8" PER FOOT MAXIMUM

TO ENSURE MARRY UP TO CIVIL PAVING.

6. EQUIPMENT PAD. SEE DETAIL K1 / S-503A AND COORDINATE

SIZE WITH EQUIPMENT CUT SHEET.

7. 6" CONCRETE PAD REINF. WITH #4 AT 16" O.C. AT MID-DEPTH

OF CONCRETE. SEE J13 / S-502A FOR DETAIL AT JOINT.

USE 1/8" PER FOOT MIN. TO 3/8" PER FOOT MAX. SLOPE IN

THREE DIRECTIONS AS SHOWN AND VERIFY IN FIELD THAT

CONCRETE PAD WILL MARRY UP TO SIDEWALK PAVING AT

LOW END.

8. CONSTRUCTION OR CONTRACTION JOINT IN 6" SLAB. SEE

DETAILS J14 AND D8 ON SHEET S-501A. 6" SLAB TO SLOPE

NORTH FROM OH DOOR, EAST FROM PEDESTRIAN DOOR AT

WEST SIDE AND WEST FROM PEDESTRIAN DOOR AT EAST

END OF 6" SLAB.

9. PIPE BOLLARD EMBEDDED THROUGH NEW 6" SLAB, EXISTING

5" SLAB, OR EXISTING 4" STOOP (SEE K7 ON S-508A).

10. PIPE BOLLARD SURFACE MOUNTED TO 12" MAT SLAB (SEE A1

ON S-508A).

11. DEMO 12" CMU BLOCK BELOW (1) EXISTING 2'-0"H x 3'-0"W

WINDOW TO CREATE PEDESTRIAN DOOR AND DOOR

THRESHOLD (SEE ARCH. ELEVATIONS).

12. DEMOLISH EXISTING 5" THICK REINFORCED CONCRETE SLAB

(AREA APPROXIMATELY 9'-0" BY 7'-0") IN NEW RESTROOM.

REPLACE SLAB IN KIND AFTER NEW PLUMBING IS INSTALLED.

SEE P-401B FOR MORE INFORMATION. SEE DETAIL G1 / S-503A

FOR SLAB REPAIR DETAIL. SLOPE CONCRETE SLAB TO DRAIN.

SEE MECH. FOR DRAIN LOCATION.

13. DUST CONTROL PLATES AT BASE OF COLUMN, SEE

DETAIL A12 / S-515A.

14. SLOPE SLAB ON GRADE 1/8" PER FOOT TO DRAIN IN FILTER

ROOM (SEE MECH. FOR LOCATION OF DRAIN).

15. OVERHEAD DOOR CENTERLINE (SEE ARCH.). DOOR HEADER

AND RAIL SUPPORTS ARE LIGHT GAGE STUDS AND ARE A

DELEGATED DESIGN. DESIGN OVERHEAD DOOR AT

STOREFRONT FOR COMPONENTS AND CLADDING WINDS

SHOWN ON S-701A AND DESIGN INTERIOR OVERHEAD DOOR

FOR PARTITION LOADS. COORDINATE WITH DOOR

MANUFACTURER FOR DOOR DEAD AND LIVE LOADS.

16. EXTERIOR CONCRETE PAVING. SEE CIVIL.

17. THICKEN SLAB EDGE PER J7 / S-510A AT THIS EDGE.

18. FOUNDATION FOR 1500 GAL. ARGON TANK AND EQUIPMENT.

SEE K1 / S-503A FOR TYPICAL DETAIL. SEE CIVIL FOR

LOCATION.

19. FOUNDATION FOR GENERATOR. SEE K1 / S-503A FOR TYPICAL

DETAIL. SEE CIVIL FOR LOCATION.

1. TOP OF FINISHED FLOOR EL. 0'-0" U.N.O.

2. SEE DETAIL C13 / S-502A FOR REINFORCING AT DOOR

OPENINGS AND J7 / S-501A FOR TYPICAL STOOP DETAIL.

3. TOP OF SPREAD FOOTING ELEVATION SHALL BE -2'-0"

UNLESS NOTED OTHERWISE.

4. 12" MAT SLAB DOES NOT REQUIRE CONSTRUCTION OR

CONTRACTION JOINTS.

5. SEE MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR

LOCATIONS OF EQUIPMENT PADS AND HOUSEKEEPING

PADS. SEE DETAILS K1 / S-503A FOR EXTERIOR

EQUIPMENT PAD DETAIL AND A1 / S-501A FOR

HOUSEKEEPING PAD DETAIL.

6. SEE ARCH. DRAWING AD-201A FOR LOCATIONS OF

EXISTING WINDOWS TO BE REMOVED AND REPLACED

WITH 12" CMU BLOCK INFILL. NEW BLOCK INFILL IS

UNREINFORCED AND CUT TO FIT.

7. ALL EXTERIOR CONCRETE PAVING AND STOOPS SHALL BE

SLOPED AT 1/4" PER FOOT UNLESS NOTED OTHERWISE.

EXTERIOR STOOPS AT PEDESTRIAN AND OVERHEAD

DOORS DROP 1/4" AT THE THRESHOLD.

SHEET ID

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1/8" = 1'-0"A1

FOUNDATION PLAN

0 4' 8' 16'

PLAN NORTH

GENERAL SHEET NOTES

LEGEND

FX

BPX

SHEET KEYNOTES

A

M E

N D

M E

N T

M

A Y

UPUP

A6

AE202A

1 4

G

F

E

D

C

B

A

A4

AE301A

F6

AE301A

K10

AE301A

A7

AE304A

A10

AE303A

A1

AE304A

4" / 1'-0" 4" / 1'-0" 1/2" / 1'-0"1/2" / 1'-0"

1 1

DS

DS

DS

DS

DS

DS

DS

DS

DS DS

TYP

4 4

A5

AE302A

BELOW

10 10

H1

AE505A

A4

AE201A

E6

AE201A

K4

AE201A

TYP

EPDM ROOF

ROOF LEGEND

STANDING SEAM METAL ROOF

SHEET ID

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-0

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D L B

B

/J

B M

D L

L a b E x p a n s io n A

.r v t

/2

/2

:3

:1

P

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AE120A

R O

O F

P L A

N

J O

IN

T

B A

S E

M C

G U

IR

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-D

IX

-L A

K E

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T L A

K E

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1/8" = 1'-0" A3

ROOF PLAN

0' 2' 4' 8' 16'

PLAN NORTH

SHEET KEYNOTES

1 PREFINISHED METAL GUTTER

2 LOW SLOPE STANDING SEAM METAL ROOF ENTRY

3 STANDING SEAM METAL ROOF

4 EPDM ROOF

5 ROOF ACCESS LADDER WITH PERSONAL FALL

ARREST SYSTEM

6 GALVANIZED MECHANICAL PLATFORM AND LADDER

BY MANUFACTURER

8 MECHANICAL EQUIPMENT, RE: MECHANICAL

9 REMOVABLE RAIL

10 PIPING, RE: PLUMBING

11 SNOW GUARDS BY MANUFACTURER

GENERAL SHEET NOTES

1 EXISTING BUILDING 331 AND EXISTING BUILDING 332

WILL BE OCCUPIED DURING CONSTRUCTION.

CONTRACTOR MUST TAKE APPROPRIATE PRECAUTION

TO PROTECT THESE FACILITIES, EQUIPMENT, AND

PERSONNEL DURING CONSTRUCTION.

3 MECHANICAL EQUIPMENT IS SUPPORTED BY A ROOF

CURB BY MANUFACTURER, RE: MECHANICAL. THE

OPENINGS FOR ROOF MOUNTED MECHANICAL

EQUIPMENT MUST BE COORDINATED WITH THE LIGHT

GAUGE TRUSS MANUFACTURER, RE: STRUCTURAL.

TRUSS MANUFACTURER MUST ACCOUNT FOR THE

LOADING OF THE SYSTEMS, RE: STRUCTURAL.

4 THE MECHANICAL PLATFORM SYSTEM IS ONLY

INTENDED TO SUPPORT THE LOAD OF THE

MAINTENANCE PERSONNEL AND THEIR TOOLS,

FILTERS, ETC. IT IS NOT INTENDED TO BEAR THE

WEIGHT OF THE MECHANICAL SYSTEMS. THE BASIS

OF DESIGN FOR THE MECHANCIAL PLATFORM

SYSTEM IS TO ATTACH TO THE VERTICAL SEAM OF THE

STANDING SEAM METAL ROOF. DUE TO THE SENSITIVITY

OF THIS TYPE OF FACILITY, THIS SYSTEM WAS

SELECTED TO MINIMIZE ROOF PENETRATIOSN AND TO

REDUCE MAINTENANCE AND MITIGATE THE POTENTIAL

FOR LEAKS. ACTUAL ATTACHMENT DETAILS ARE BY

MANUFACTURER SELECTED. CONTRACTOR MUST

COORDINATE THE MECHANICAL PLATFORM SYSTEM

WITH THE ROOFING MANUFACTURER/INSTALLER.

5 SNOW GUARDS SHOWN FOR BIDDING PURPOSES ONLY.

FINAL LAYOUT TO BE BY MANUFACTURER SELECTED.

A

M E

N D

M E

N T

M

A Y

EL. 12'-4"

332 JOIST BEARING

EXISTING ROOF DECK

EXISTING CMU WALL

EXISTING ROOF JOIST

3 LAYERS 5/8" TYPE X -

MOISTURE/MOLD

RESISTANT GYP BOARD

6" CH METAL STUD FRAMING

R-19 BATT INSULATION

1" MOISTURE/MOLD

RESISTANT SHAFT LINER

COMPOSITE METAL PANEL ON

THERMAL BREAK ATTACHMENT

SYSTEM (TYPICAL)

1 1/2" RIGID INSULATION

5/8" GLASS MAT SHEATHING

2" PREFORMED JOINT SEAL

EXPANSION JOINT

EPDM MEMBRANE

1/2" GLASS MAT COVER BOARD

6" RIGID INSULATION

1/2" PLYWOOD

FLUID APPLIED MEMBRANE AIR

BARRIER

METAL TRIM FLASHING

METAL COUNTERFLASHING

EL. 16'-6"

331 JOIST BEARING

EXISTING ROOF DECK

EXISTING ROOF JOIST

EXISTING CMU WALL

1/2" PLYWOOD

6" RIGID INSULATION

1/2" GLASS MATCOVER BOARD

EPDM MEMBRANE

COMPOSITE METAL PANEL ON THERMAL

BREAK ATTACHMENT SYSTEM (TYPICAL)

1 1/2" RIGID INSULATION

FLUID APPLIED MEMBRANE AIR BARRIER

5/8" GLASS MAT SHEATHING

2" PREFORMED JOINT SEAL

EXPANSION JOINT

1" MOISTURE/MOLD

RESISTANT SHAFT LINER

6" CH METAL STUD FRAMING

R-19 BATT INSULATION

3 LAYERS 5/8" TYPE X -

MOISTURE/MOLD

RESISTANT GYP BOARD

METAL TRIM FLASHING

METAL COUNTERFLASHING

PROVIDE CRICKET FOR POSITIVE DRAINAGE

INSULATED CURB BY MFR,

PREFINISHED TO MATCH

ADJACENT ROOF COLOR

2" STANDING SEAM METAL ROOF, ON SLIP

SHEET, ON SELF-ADHERING UNDERLAYMENT,

ON 1/2" HD POLYISO, ON 6" RIGID

INSULATION, ON 5/8" GLASS MAT SHEATHING,

ON 1 1/2" METAL DECK

8" MIN. CURBING ABOVE THE SURFACE OF THE ROOF

MECHANICAL EQUIPMENT, RE: MECHANICAL

MECHANICAL PLATFORM SYSTEM

HELD OFF CURB PER

MANUFACTURER. STANDING SEAM

CLAMP ATTACHMENT PER

MANUFACTURER.

MECHANICAL DUCT, RE: MECHANICAL

BENT PLATE

PRE-ENGINEERED LIGHT

GAUGE STEEL TRUSS, RE:

STRUCTURAL FOR LOADING

SMALL FRAMING AT DECK OPENING

BY TRUSS MANUFACTURER, RE:

STRUCTURAL

THROUGH ROOF PIPE. EXTEND TO

ACCOMODATE NEW ROOF THICKNESS

PIPE FLASH CUT TO PIPE SIZE IN FIELD

SO THAT FLASHING FITS SNUGGLY

AROUND PIPE. SET BASE IN

CONTINUOUS BEAD OF APPROVED

SEALANT

3/16" BLIND RIVETS W/ SEALING WASHERS

@ 2" O.C. FASTENED TO THE PANEL ONLY

AND NOT INTO THE ROOF SUBSTRATE TO

ALLOW THE PANEL TO MOVE THERMALLY

PRIOR TO SLIDING PIPE FLASH DOWN

OVER PIPE, PLACE A CONTINUOUS BEAD

OF APPROVED SEALANT AROUND PIPE

AT THE HEIGHT OF THE BOOT SO THAT

WHEN THE BOOT IS IN PLACE THE TOP

OF THE BOOT ENGAGES THE SEALANT

NOTES:

1. ADEQUATE CLEARANCE MUST BE LEFT BETWEEN THE PIPE AND THE PANEL TO ALLOW FOR THERMAL MOVEMENT WITHOUT

INTERFERENCE.

2. THE PIPE MUST BE CENTERED IN THE PANEL TO ALLOW ADEQUATE CLEARANCE FOR INSTALLATION OF THE PIPE FLASH WITHOUT

INTERFERENCE WITH THE PANEL RIBS. IF THIS IS NOT POSSIBLE USE DETAIL AT RIB

3.

4.

PIPES LARGER THAN 6" IN DIAMETER MAY REQUIRE A CURB DEPENDING ON PANEL WIDTH & PIPE LOCATION. THIS IS TO BE VERIFIED

IN FIELD

ALL FLASHINGS TO CONTINUE A MINIMUM OF 8" ABOVE THE ROOF DECK

*SNUGGLY MEANS NO WATER CAN PENETRATE BETWEEN TOP OF BOOT & PIPE.

SEALANT

CLAMPING RING

PRE-MANUFACTURED FLEXIBLE

STANDING SEAM METAL ROOF

PIPE FLASHING TO 8" MIN

ABOVE ROOF, WEATHERPROOF

COLOR TO MATCH ROOF.

VENT PIPE COLOR TO

MATCH ROOF, RE: MECH.

1" M

IN

STANDING

SEAM METAL

ROOF

8" M

IN

CLAMPING RING

CLAMPING RING

PRE-MANUFACTURED FLEXIBLE PIPE

FLASHING, WEATHERPROOF. COLOR

TO MATCH STANDING SEAM METAL

ROOF

GUY WIRE

EPDM ROOF

PRE-MANUFACTURED METAL CLIP

ROOF VENT

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R

IN

G C

E N

T E

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D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

D R

E M

Y

A u to d e s k D o c s /0

-0

-J

B M

D L B

B

/J

B M

D L

L a b E x p a n s io n A

.r v t

/2

/2

:2

:3

P

M

AE503A

R O

O F

D E

T A

IL

S

J O

IN

T

B A

S E

M C

G U

IR

E

-D

IX

-L A

K E

H U

R S

T L A

K E

H U

R S

T N

J D

R E

M Y

M R

O B

IN

S

O N

Q R

E M

Y

J A

N U

A R

Y

M S

B L

-4

F

IN

A L

S U

B M

IT

T

A L

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

A D

D

IT

IV

E

L A

B A

D D

IT

IO

N

3" = 1'-0" A1

ADDITIVE LAB SHAFT WALL TO B332

EPDM ROOF DETAIL

3" = 1'-0" A10

ADDITIVE LAB SHAFT WALL TO B331

EPDM ROOF DETAIL

1 1/2" = 1'-0" K1

TYPICAL CURB DETAIL 3" = 1'-0"

K14

PIPE PENETRATION DETAIL AT RIB

1 1/2" = 1'-0" A16

ROOF - VENT DETAIL

0' 0.5' 1'1 1/2" 3" 0' 0.5' 1'1 1/2" 3"

0' 0.5' 1'1 1/2" 3"

0' 1' 2'3" 6"

0' 1' 2'3" 6"

1 1/2" = 1'-0" F16

TYPICAL ROOF PIPE PENETRATION

DETAIL

0' 1' 2'3" 6"

A

M E

N D

M E

N T

M

A Y

F

3 LAYERS 5/8" TYPE X -

MOISTURE/MOLD

RESISTANT GYP BOARD

6" CH METAL STUD

FRAMING

COMPOSITE METAL PANEL

ON THERMAL BREAK

ATTACHMENT SYSTEM

(TYPICAL)

R-19 BATT INSULATION

5/8" MOISTURE/MOLD

RESISTANT GYP BOARD

6" METAL STUD

FRAMING

1 1/2" RIGID INSULATION

5/8" GLASS MAT

SHEATHING

1" MOISTURE/MOLD

RESISTANT SHAFT LINER

2" PREFORMED JOINT

SEAL EXPANSION JOINT

FLUID APPLIED

MEMBRANE AIR

BARRIER

PREFINISHED METAL

PARAPET CAP (BELOW)

EPDM ROOF (BELOW)

EPDM MEMBRANE

FLASHING

3 LAYERS 5/8" TYPE X -

MOISTURE/MOLD

RESISTANT GYP BOARD

1" MOISTURE/MOLD

RESISTANT SHAFT

LINER

COMPOSITE METAL PANEL ON

THERMAL BREAK ATTACHMENT

SYSTEM (TYPICAL)

2" PREFORMED JOINT

SEAL EXPANSION JOINT

R-19 BATT INSULATION

6" CH METAL STUD

FRAMING

1 1/2" RIGID INSULATION

5/8" GLASS MAT SHEATHING

1" GLASS FIBER GYP BOARD SHAFT LINER

FLUID APPLIED MEMBRANE

AIR BARRIER

EPDM MEMBRANE FLASHING

PREFINISHED METAL

PARAPET CAP (BELOW)

EPDM ROOF (BELOW)

3 LAYERS 5/8" TYPE X -

MOISTURE/MOLD RESISTANT

GYP BOARD

1" MOISTURE/MOLD

RESISTANT SHAFT LINER

COMPOSITE METAL PANEL ON

THERMAL BREAK

ATTACHMENT SYSTEM

(TYPICAL)

2" PREFORMED JOINT

SEAL EXPANSION JOINT

R-19 BATT INSULATION

5/8" GLASS MAT GYP

BOARD

6" METAL STUD

FRAMING

1 1/2" RIGID INSULATION

5/8" GLASS MAT

SHEATHING

FLUID APPLIED

MEMBRANE AIR BARRIER

PREFINISHED METAL

PARAPET CAP (BELOW)

EPDM ROOF (BELOW)

EPDM MEMBRANE

FLASHING

6" CH METAL STUD FRAMING

3 LAYERS 5/8" TYPE X -

MOISTURE/MOLD

RESISTANT GYP BOARD

1" MOISTURE/MOLD

RESISTANT SHAFT

LINER

COMPOSITE METAL

PANEL ON THERMAL

BREAK ATTACHMENT

SYSTEM (TYPICAL)

2" PREFORMED JOINT

SEAL EXPANSION JOINT

R-19 BATT INSULATION

6" CH METAL STUD

FRAMING

1 1/2" RIGID INSULATION

5/8" GLASS MAT SHEATHING

FLUID APPLIED MEMBRANE

AIR BARRIER

EPDM MEMBRANE

FLASHING

PREFINISHED METAL

PARAPET CAP (BELOW)

EPDM ROOF (BELOW)

EL. 12'-4"

332 JOIST BEARING

1/2" GLASS MAT COVER BOARD

COMPOSITE METAL PANEL

ON THERMAL BREAK

ATTACHMENT SYSTEM

(TYPICAL)

6" RIGID INSULATION

PREFINISHED METAL

GUTTER

1/2" PLYWOOD SHEATHING

EXISTING CONCRETE ROOF

DECK

EXISTING CMU WALL

EXISTING ROOF JOIST

EPDM MEMBRANE

WOOD BLOCK NAILER

PREFINISHED METAL

DOWNSPOUT

5/8" GLASS MAT SHEATHING

LIGHT GAUGE METAL

FRAMING, RE: STRUCTURAL

FOR LOADING

ROOFTOP BAR RAIL

STEEL ANGLE,

ANCHORED TO EPDM

WELDED ANGLE TO

COMPOSITE METAL PANEL

3 LAYERS 5/8" TYPE X -

MOISTURE/MOLD

RESISTANT GYP BOARD

6" CH METAL STUD

FRAMING

R-19 BATT INSULATION

1" MOISTURE/MOLD

RESISTANT SHAFT LINER

2" PREFORMED JOINT

SEAL EXPANSION JOINT

METAL TRIM FLASHING

COMPOSITE METAL PANEL ON

THERMAL BREAK ATTACHMENT

SYSTEM (TYPICAL)

5/8" GLASS MAT

SHEATHING

FLUID APPLIED

MEMBRANE AIR BARRIER

1 1/2" RIGID INSULATION

METAL

COUNTERFLASHING

EPDM MEMBRANE

1/2" GLASS MAT COVER BOARD

6" RIGID INSULATION

1/2" PLYWOOD

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R

IN

G C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

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IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

D R

E M

Y

A u to d e s k D o c s /0

-0

-J

B M

D L B

B

/J

B M

D L

L a b E x p a n s io n A

.r v t

/2

/2

:2

:2

P

M

AE505A

R O

O F

D E

T A

IL

S

J O

IN

T

B A

S E

M C

G U

IR

E

-D

IX

-L A

K E

H U

R S

T L A

K E

H U

R S

T N

J D

R E

M Y

M R

O B

IN

S

O N

Q R

E M

Y

J A

N U

A R

Y

M S

B L

-4

F

IN

A L

S U

B M

IT

T

A L

IS

S

U E

D F

O R

C O

N S

T R

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IO

N

A D

D

IT

IV

E

L A

B A

D D

IT

IO

N

3" = 1'-0" H15

ADDITIVE LAB SHAFT WALL TO B331

EPDM ROOF EXPANSION JOINT PLAN

DETAIL

3" = 1'-0" A15

ADDITIVE LAB SHAFT WALL TO B331

EPDM ROOF EXPANSION JOINT PLAN

DETAIL

3" = 1'-0" H8

ADDITIVE LAB SHAFT WALL TO B332

EPDM ROOF EXPANSION JOINT PLAN

DETAIL

3" = 1'-0" A8

ADDITIVE LAB SHAFT WALL TO B332

EPDM ROOF EXPANSION JOINT PLAN

DETAIL

3" = 1'-0" A1

TYPICAL EPDM ROOF EAVE DETAIL

0' 0.5' 1'1 1/2" 3" 0' 0.5' 1'1 1/2" 3" 0' 0.5' 1'1 1/2" 3"

0' 0.5' 1'1 1/2" 3"0' 0.5' 1'1 1/2" 3"3" = 1'-0" H1

MECHANICAL PLATFORM LADDER TO

EPDM ROOF

0' 0.5' 1'1 1/2" 3"

A

M E

N D

M E

N T

M

A Y

E

AC-2

E

AC-1

1 2 3 4

A

B

C

D

E

F

1/8" = 1'-0"C3

HVAC DEMOLITION PLAN

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R

IN

G C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

R

A D

D

IT

IV

E

L A

B A

D D

IT

IO

N

A u to d e s k D o c s

/0 -0

-J

B M

D L B

B

/0

-0

-J

B M

D L -B

B

L a b E x p a n s io n M

.r v t

/2

/2

:4

:2

P

M

MD101A

H V

A C

D E

M O

L

IT

IO

N

P L A

N

J B

M D

L L a k e h u rs t, N

J D

H

E R

N A

N D

E Z

M T

A Y

L O

R

M A

B

U S

B Y

J A

N U

A R

Y

F

IN

A L

S U

B M

IT

T

A L

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

-0

D C

A V

IN

EXISTING AIR COMPRESSOR - SEE

PLUMBING DRAWINGS

EXISTING AIR HANDLING UNIT THAT

SUPPLIES AIR TO B332 IS TO BE REMOVED

ALONG WITH ALL PIPING, SUPPORTS, AND

ELECTRICAL CONNECTIONS AND WIRING.

EXISTING GAS METER AND GAS LINE TO

BE REMOVED - SEE CIVIL DRAWINGS.

DURING PHASE 1 AND 2, ENTIRETY OF

BUILDING 332 IS TO BE MAINTAINED IN

OPERATION AND WILL REQUIRE THAT

TEMPORARY COOLING AND HEATING

IS PROVIDED BY THE CONTRACTOR TO

MAINTAIN TEMPERATE AND HUMIDITY

CONTROL IN THE SPACE.

CONTRACTOR CAN REUSE EXISTING

DUCTWORK LOCATED IN THE MECHANCAL

ROOM (HATCHED) IF POSSIBLE AND CONNECT

ONLY TO TEMPORARY UNIT IF POSSIBLE.

EXISTING AIR COMPRESSOR TO

REMAIN - SEE PLUMBING

DRAWINGS

EXISTING AIR HANDLING UNIT THAT

SUPPLIES AIR TO B331 TO REMAIN

ALONG WITH ALL PIPING, SUPPORTS, AND

ELECTRICAL CONNECTIONS AND WIRING.

EXISTING AIR

COMPRESSOR

RECEIVER TANK.

0 4' 8' 16'

PLAN NORTH

NEW PLUMBING FIXTURES - SEE

PLUMBING DRAWINGS

A

M M

E N

D M

E N

T

M

A Y

F13

M-301A

F13

M-301A

RG-1

500 CFM

SD-1

260 CFM

SD-1

275 CFM

(TYP. 8)

(TYP. 3)

(TYP. 3)

(TYP. 4)

SD-1

255 CFM

(TYP. 5)

VAV-8

V A

V -7

V A

V -6

A

V A

V -6

B

(TYP. 4)

CU-2 CU-1

SS-2 SS-1

T

T

T

T

24"ø SA

"ø

S A

"x

R A

"x

S A

"ø

O A

"ø

S A

"ø

S A

20"ø SA

"ø

S A

12"ø SA

"ø

S A

"ø

S A

"ø

S A

14"ø SA 8"ø SA

10"ø SA

"ø

R A

10"ø SA

10"ø SA

"ø

S A

"ø

R A

24"ø RA

1 2 3 4

A

B

C

D

E

F

5 5

3 3

6 18"ø OA

A13

M-301A

A13

M-301A

30"x18" SA

20"ø SA

3 HR RATED FIRE

DAMPER (TYP.)

O2

O2

O2

O2

F3

M-301A

F3

M-301A

A3

M-301A

A3

M-301A

10"ø SA

8 8

SD-2

630 CFM

"ø

R A

3 HR RATED FIRE

DAMPER (TYP.)

"ø

R A

260 CFM

FG-1

3000 CFM

LV-1

UH-1

M

OPTOMEC

CONTAINMENT

MECHANICAL

COMM

ELEC

POWDER

HANDLING

SD-3

100 CFM

(TYP. 4)

ADDITIVE LAB

ADD

EF-2

ADD

EF-1

260 CFM

FG-1

ADDITIVE LAB

(PARTICULATE

CONTAINMENT)

102FILTER CLOSET

12"ø EA

16"ø EA

RG-2

1600 CFM

"x

R A

10"ø SA

SD-1

255 CFM

10"ø SA

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R

IN

G C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

R

A D

D

IT

IV

E

L A

B A

D D

IT

IO

N

A u to d e s k D o c s

/0 -0

-J

B M

D L B

B

/0

-0

-J

B M

D L -B

B

L a b E x p a n s io n M

.r v t

/2

/2

:1

:5

P

M

M-101A

H V

A C

P L A

N

J B

M D

L L a k e h u rs t, N

J D

H

E R

N A

N D

E Z

M T

A Y

L O

R

M A

B

U S

B Y

J A

N U

A R

Y

F

IN

A L

S U

B M

IT

T

A L

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

-0

D C

A V

IN

1/8" = 1'-0"B5

HVAC PLAN

GENERAL NOTES

SHEET KEYNOTES

1. REFER TO M-001A FOR MECHANICAL ABBREVIATION AND

NOTES.

2. ALL WORK SHOWN ON THIS SHEET IS INTENDED TO BE

COMPLETED DURING ADDITION CONSTRUCTION. ENSURE ANY

MECHANICAL COMPONENTS TO BE USED FOR FUTURE

CONSTRUCTION PROJECTS ARE PROTECTED, AND ANY

DUCTWORK NOT USED TO SERVE THIS PORTION OF THE

BUILDING SHALL BE CAPPED.

3. THERMOSTATS AND OXYGEN SENSORS AND ALARMS ARE TO

BE EXPLOSION PROOF WHEN LOCATED IN CLASS 2 DIV 1

SPACES, "ADDITIVE LAB (PARTICULATE CONTAINMENT) 102".

REFER TO ELECTRICAL DRAWINGS FOR INFORMATION ON

AREAS AFFECTED.

4. DUCTWORK REQUIREMENTS

ROUND AND RECTANGULAR (SUPPLY AND RETURN)

EXPOSED - OCCUPIED AREAS - DOUBLE WALL G90 INNER AND

OUTER, INTERSTITIAL SPACE WITH 1" FIBERGLASS , 0.75 PCF.

MAXIMUM PRESSURE = 6 (IN WC) SEAL CLASS A

ROUND AND RECTANGULAR (SUPPLY AND RETURN)

CONCEALED- OCCUPIED AREAS - G90 GALVANIZED STEEL,

WITH 2" FIBERGLASS DUCT WRAP, 3.0 PCF.

MAXIMUM PRESSURE = 6 (IN WC) SEAL CLASS A

EXHAUST - ROUND AND RECTANGULAR

G90 GALVANIZED STEEL. NO INSULATION.

MAXIMUM PRESSURE = NEGATIVE 2 (IN WC) SEAL CLASS B

1. DUCTWORK PAST THIS POINT FOR FUTURE WORK. CAP ANY

OPEN DUCTS AND PENETRATIONS. PROVIDE PENETRATIONS

THROUGH FIRE RATED WALLS WITH 3 HR RATED FIRE

DAMPER.

2. DUCTWORK PAST THIS POINT WILL BE EXTENDED PAST WALL

PENETRATION, SIZED, AND CAPPED FOR FUTURE

CONNECTION. ALSO, CAP NEW OUTSIDE AIR DUCT FOR

FUTURE CONNECTION. PROVIDE PENETRATIONS THROUGH

FIRE RATED WALLS WITH 3 HR RATED FIRE DAMPER. SEAL

AROUND DUCTS WITH FIRE RATED SEALANT.

3. SUPPLY AND RETURN DUCTWORK TRAVELS UP TO RTU-A.

4. SUPPLY AND RETURN DUCTWORK TRAVELS UP TO RTU-B.

5. SUPPLY AND RETURN DUCTWORK TRAVELS UP TO RTU-C.

6. SUPPLY DUCTWORK TRAVELS UP TO DOAS-1.

7. LOW OXYGEN SENSORS TO BE WIRED TO BUILDING

CONTROLS.

8. PROVIDE EQUIPMENT PAD. REFER TO DETAIL K1 ON SHEET

S-503A FOR ADDITIONAL INFORMATION.

9. LV-1 TO HAVE MOTOR DAMPER TO CLOSE DURING

UNOCCUPIED CONDITIONS.

10. FILTER GRILLE FOR HIGH PARTICULATE , BOX UNIT WITH

FILTER AND HOLDING FRAME. UNIT TO MOUNT IN 24X24 GRID,

STAINLESS STEEL FRAME WITH KNURLED THUMBSCREWS

AND FOR USE WITH 2" FILTERS.

0 4' 8' 16'

PLAN NORTH

EPO

EPO

A

M M

E N

D M

E N

T

M

A Y

331 JOIST BEARING

116' - 6"

HIGH BAY ROOOF

BEARING

122' - 0"

6"ø OA

20"ø SA

24"ø RA

10"ø SA

SD-3

90 CFM

SD-1

275 CFM

14"ø SA

SUPPLY AND RETURN

FROM RTU-B, REFER TO

M-101A FOR

CONTINUATION.

PROVIDE 3 HR RATED FIRE

DAMPER.

BOD 9'-2" AFF

BOD

13'- 0" AFF

BOD

16'-2" AFF

BOD

16'-2" AFF

BOD 11'-5" AFF

HIGH BAY ROOOF

BEARING

122' - 0"

RTU-C DOAS-1

1 1

GAS PIPE ON ROOF,

SWING ELBOW OVER

ROOF.

PITCHED

CURB -

TYP. OF

ALL

RTU'S

RTU-A

"x

R A

"ø

S A

"ø

S A

"x

R A

1 3

RTU-B

GAS PIPE ON ROOF,

SWING ELBOW OVER

ROOF.

FINISHED FLOOR

100' - 0"

331 JOIST BEARING

116' - 6"

HIGH BAY ROOOF

BEARING

122' - 0"

332 JOIST BEARING

112' - 4"

SUPPLY AND RETURN DUCTS

FROM RTU-C. REFER TO

M-101A FOR CONTINUATION

30"x18" SA

14"ø OA

PROVIDE 3 HR RATED

FIRE DAMPER FOR DUCT

ENTERING EXISTING 332

(TYP. 3)

BOD

13'-9" AFF

BOD

16'-6" AFF

BOD

18'-10" AFF

BOD (3 DUCTS)

10'-0"AFF

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R

IN

G C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

R

A D

D

IT

IV

E

L A

B A

D D

IT

IO

N

A u to d e s k D o c s

/0 -0

-J

B M

D L B

B

/0

-0

-J

B M

D L -B

B

L a b E x p a n s io n M

.r v t

/2

/2

:1

:0

P

M

M-301A

H V

A C

S E

C T

IO

N

S

J B

M D

L L a k e h u rs t, N

J D

H

E R

N A

N D

E Z

M T

A Y

L O

R

J S

O L A

N O

J A

N U

A R

Y

F

IN

A L

S U

B M

IT

T

A L

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

-0

D C

A V

IN

1/4" = 1'-0"A13

MECHANICAL SECTION

0 2' 4' 8'

0 2' 4' 8'1/4" = 1'-0"F3

MECHANICAL ROOF SECTION

1/4" = 1'-0"A3

MECHANICAL ROOF SECTION

0 2' 4' 8'

1/4" = 1'-0"F13

MECHANICAL SECTION

0 2' 4' 8'

GENERAL NOTES

SHEET KEYNOTES

1. REFER TO M-001A FOR MECHANICAL ABBREVIATION AND

NOTES.

1. PROVIDE ROOFTOP UNITS WITH 24" MINIMUM HEIGHT ROOF

CURB (SEPERATE FROM ARCHITECTURAL ROOFTOP

PLATFORM) THAT MATCH THE SAME PITCH AS THE ROOF.

ROOF CURB SHALL BE VERIFIED TO BE COMPATIBLE WITH RTU

AND DOAS MANUFACTURER.

2. ROOF OPENINGS FOR ROOF TOP EQUIPMENT DUCTWORK

SHALL BE COORDINATED WITH JOIST /STRUCTURAL

COMPONENTS MANUFACTURER, TO PROVIDE PROPER

PLACEMENT AND REINFORCEMENT TO OPENING.

3. ROOF TOP IS FOR FUTURE INSTALLATION, AND WILL BE

CAPPED. CURB IS INSTALLED AS SHOWN.

A

M M

E N

D M

E N

T

M

A Y

VAV TERMINAL UNITS WITH ELECTRIC REHEAT

PLAN AIRFLOW UNIT ELECTRIC REHEAT TEMPERATURE (F) MINIMUM DESIGN

MARK RANGE SIZE AIRFLOW AIRFLOW

(CFM) VOLTS PHASE KW ENTERING/LEAVING (CFM) (CFM) REMARKS

VAV-6A 215 - 1840 10 120 1 5.5 55 / 85 600 1750 1

VAV-6B 215 - 1840 10 120 1 5.5 55 / 85 600 1750 1

VAV-7 215 - 1840 10 120 1 5.5 55 / 85 600 1700 1

VAV-8 125 - 1100 8 120 1 5.5 55 / 85 450 1000 1

REMARKS:

1. PROVIDE MIN 36" CLEARANCE TO VAV CONTROL PANEL.

DUCTLESS SPLIT-SYSTEM AIR CONDITIONING UNIT SCHEDULE

LOCATION INDOOR UNIT DATA OUTDOOR UNIT ELECTRIC DATA REMARKS

PLAN MARK

AIR COOLING

PLAN MARK

MINIMUM

CIRCUIT

AMPACITY (A)

VOLT/PH/HZ

FLOW MIN MAX

MAX. CAPACITY CAPACITY

(CFM) (BTU/HR) (BTU/HR)

SS-1 ADD LAB COMM 427 3000.0 15,000 CU-1 12.5 208/1/60 1

SS-2 ADD LAB ELECT 579 7500.0 23,884 CU-2 20.0 208/1/60 1

REMARKS:

1. PROVIDE TIE DOWN BOLTS AND RUBBER ISOLATION PADS (SEE DETAIL K-1 IN SHEET S503A).

2. UNITS WILL BE PROVIDED WITH 4" THICK CONCRETE PADS (SEE STRUCTURAL).

3. PROVIDE INDOOR UNITS WITH MOUNTING KITS, AND DRAIN KITS.

4. SECURE PIPING TO EXTERIOR WALL AND PROVIDE LINESET COVER KIT TO MATCH EXTERIOR.

5. PROVIDE DISCONNECT SWITCH WITH UNIT.

REMARKS:

1. ALL SELECTIONS BASED ON A SITE ELEVATION OF 131 METERS

2. UNIT TO BE CONTROLLED BY THE BUILDING AUTOMATION SYSTEM.

3. AHRI 360 CERTIFIED / ASHRAE 90.1 -2016 COMPLIANT

4. INVERTER OR VARIABLE SPEED COMPRESSORS

5. ALUMINUM MICROCHANNEL CONDENSER COIL / COPPER TUBE W/ AL FINS.

6. VAV FAN MOTOR DRIVES.

7. MERV 8/ MERV 13 FILTERS.

8. HOT GAS REHEAT.

9. UNIT MATCHED ROOF CURB WITH SLOPING CURB TO MATCH ROOF, 14" MIN.

10. NON FUSED DISCONNECT, PROVIDE SINGLE POINT POWER CONNECTION TO UNITS.

11. UNIT MOUNTED SERVICE RECEPTACLE.

12. PROVIDE UNIT WITH PRESSURE RELIEF TO AVOID OVERPRESSURIZATION IN SPACE.

13. SMOKE DETECTORS INSTALLED ON SUPPLY AND RELIEF DUCTS TO UNITS.

14. TRANE MFG EQUIPMENT PER J &A.

FAN SCHEDULE

PLAN TYPE SERVICE UNIT DUCT ESP FAN RPM REMARKS

MARK WEIGHT AIRFLOW (IN. W.C.) MOTOR VOLT/PH/HZ

(LBS) (CFM) SIZE

(HP)

ADD EF-1 IN-LINE FAN OPTOMEC ROOM 60 200 0.25 1,205 0.10 208/1/60 1,2,3,4

ADD EF-2 IN-LINE FAN MECH RM/COMP AIR 110 2,500 0.30 1,160 1/2 208/1/60 1,2,3,4

REMARKS:

1. ALL SELECTIONS BASED ON A SITE ELEVATION OF 131 METERS

2. UNIT TO BE CONTROLLED BY THE BUILDING AUTOMATION SYSTEM.

3. PROVIDE SINGLE POLE OR PLUG-IN MODULE DISCONNECT SWITCH.

4. DUCTWORK WILL BE EXTENDED UP TO ROOF MOUNTED CAP.

LOUVER SCHEDULE

PLAN SERVICE SYSTEM AIR SIZE MIN. FREE PRESSURE

MARK FLOW WIDTH HEIGHT AREA DROP REMARKS

(CFM) (IN) (IN) (SQ. FT.) (IN. W.G.)

LV-1 INTAKE MECH RM 2500 24 36 3.1 0.15 1, 2, 3, 4

REMARKS:

1. PROVIDE BIRD AND INSECT SCREEN.

2. PROVIDE MOTOR OPERATED DAMPER.

3. MOUNTING HEIGHT SHALL BE NO LESS THAN 10'-0" ABOVE FINISHED GRADE OR ADJACENT SIDEWALK.

4. DRAINABLE HEAVY GAUGE 6063 ALUMINUM BLADES.

ROOFTOP UNIT SCHEDULE

PLAN AIRFLOW SUPPLY FAN AIR FILTER DATA GAS PREHEATING

MARK MIN

ESP (WG)

VOLT/P

H

TYPE MAX. TYPE MAX PERFORMANCE

SETBACK HP PLEATED APD PLEATED APD EAT DB (DEG

F)

LAT DB

(DEG

F)

TOTAL

CAP. (MBH)

MAX APD

(DIRTY)

(WG)

AIRFLOW (DIRTY) (DIRTY)

(CFM) PRE (WG) FINAL (WG)

RTU-A 5,875 3 3.0 460/3 8 0.25 13 0.25 65.0 73.0 59 0.14

RTU-C 1,800 2 3.0 460/3 8 0.25 13 0.25 55.0 73.0 40 0.10

ROOFTOP UNIT SCHEDULE CONT'D

PLAN

MARK

COOLING COIL DATA

REFRIGERANT MIN COOLING PERFORMANCE

TYPE EAT EAT LAT LAT

SENSIBLE CAP. (MBH)

TOTAL CAP.

(MBH)

REMARKS

DB WB DB WB

(DEG F) (DEG F) (DEG F) (DEG F)

RTU-A 410 73.5 62.0 60.0 57.6 145 152 1 THRU 14

RTU-C 410 73.5 62.0 59.8 56.5 90 101 1 THRU 14

GAS HEATING

100% OUTSIDE AIR UNIT SCHEDULE

PLAN MARK

SUPPLY DX COIL AIR FILTER DATA

REMARKS

FLOW (CFM) ESP (IN WG)

MOTOR (HP)

VOLT/PH/HZ

EAT DB (DEG

F)

EAT WB (DEG

F)

LAT DB (DEG

F)

TOTAL CAP. (MBH) INPUT (MBH) PRE FINAL

DOAS-1 2,930 2 3 460/3/60 90.3 74.5 57.9 160.0 460/3/60 MERV 8 MERV 13 1 THRU 13

REMARKS

1. INVERTER OR VARIABLE SPEED COMPRESSOR. 7. ACCESS PANELS FOR COILS, FILTERS, AND FAN SECTION. 13. UNIT BY TRANE MFG, PER J&A

2. DIRECT EXPANSION COOLING AND GAS HEATING. 8. SOUND PERFORMANCE IN ACCORDANCE WITH AHRI 260.

3. SEALED PANEL DOUBLE WALL. 9. MOUNTED ON MATCHING ROOF CURB FROM SAME MANUFACTURER.

4. 2" MERV-8 PLEATED PRE-FILTER, MERV-13 FINAL FILTER. 10. SMOKE DETECTOR MOUNTED ON SUPPLY AND RETURN DUCTWORK.

5. ALUMINUM FINS W/ COPPER TUBES.. 11. UNIT WILL HAVE SINGLE POINT POWER CONNECTION AND SERVICE RECEPTACLE

6. STARTERS AND DISCONNECTS PROVIDED BY UNIT MANUFACTURER. 12. UNIT WILL HAVE SLOPING ROOF CURB TO MATCH ROOF.

ELECTRIC UNIT HEATER SCHEDULE

PLAN TYPE AREA EAT FAN ELECTRIC FAN REMARKS

MARK SERVED HEAT MOTOR POWER

(DEG F) (CFM) (kW) (WATTS) AMPs VOLT/PH/HZ

UH-1 SUSPENDED MECH 104 10 400 5 FRAC 6.2 480/3/60 1,2,3,4,5.

REMARKS:

1. HEAVY GUAGE WELDED STEEL, POWDER COATED BEIGE UNIT HEATER SUSPENDED FROM ACCESSORY WALL BRACKET.

2. COPPER CLAD STEEL SHEATH ELEMENT, WITH OVERHEAT PORTECTION WITH AUTOMATIC RESET LIMIIT CONTROL.

3. ADJUSTABLE LOUVER WITH UP TO 15 DEGREE DEFLECTION FROM HORZIONTAL.

4. ETL AGENCY RATING.

5. LOW VOLTAGE THERMOSTAT.

DIFFUSER, REGISTER AND GRILLE SCHEDULE

PLAN

MARK

DUTY DESCRIPTION

MODULE SIZE

(IN X IN)

NECK SIZE (IN) MATERIAL FINISH REMARKS

SD-1 SUPPLY 4-WAY DIFFUSER 24" X 24" MATCH DUCT SIZE ALUMINUM WHITE 1,2

SD-2 SUPPLY SIDEWALL DIFFUSER 18" X 12" 18" X 12" ALUMINUM WHITE 1.2

SD-3 SUPPLY SIDE WALL DIFFUSER 6" X 6" 6" X 6" ALUMINUM WHITE 1,2

SD-4 SUPPLY SIDE WALL DIFFUSER 8" X 8" 8" X 8" ALUMINUM WHITE 1,2

SD-5 SUPPLY SIDE WALL DIFFUSER 10" X 10" 10" X 10" ALUMINUM WHITE 1,2

SD-6 SUPPLY SIDE WALL DIFFUSER 12" X 12" 12" X 12" ALUMINUM WHITE 1,2

SD-7 SUPPLY 4-WAY DIFFUSER 24" X 24" 8" Ø ALUMINUM WHITE 1,2

RG-1 RETURN RETURN GRILLE 24" X 24" 12" X 12" ALUMINUM WHITE 1,2

RG-2 RETURN SIDEWALL RETURN GRILLE 12" X 12" 12" X 12" ALUMINUM WHITE 1,2

EG-1 EXHAUST EXHAUST GRILLE 12" X 12" 6" Ø ALUMINUM WHITE 1,2

REMARKS:

1. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF CEILING AND/OR SUSPENSION SYSTEM, OR DUCT TO PROVIDE NECESSARY MOUNTING FRAMES

AND BRACKETS. SIDEWALL MOUNTS PROVIDED WITH EXTRACTORS.

2. MAXIMUM NC SHALL BE 20.

3. REFER TO FLOOR PLAN DRAWINGS FOR DIFFUSERS AND GRILLES USED.

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R

IN

G C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

R

A D

D

IT

IV

E

L A

B A

D D

IT

IO

N

A u to d e sk

D o c s:

-0

-J

B M

D L B

B

/0

-0

-J

B M

D L -B

B

L a b E x p a n s io n M

.r v t

/2

/2

:1

:0

P

M

M-601A

H V

A C

S C

H E

D U

L E

S

J B

M D

L L a k e h u rs t, N

J D

H

E R

N A

N D

E Z

M T

A Y

L O

R

M A

B

U S

B Y

J A

N U

A R

Y

F

IN

A L

S U

B M

IT

T

A L

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

-0

D C

A V

IN

A M

M E

N D

M E

N T

M

A Y

E

AC-1

1-1/2" CW TO

LINE AT EXTERIOR

REMOVE AND

PROVIDE NEW PLUMBING

FIXTURES, 1-1/2" CW TO

LINE AT EXTERIOR

1 2 3 4

A

B

C

D

E

F

FCO

3" ø S

AN

"ø

C A

3"ø SAN

4"ø SAN

1 1/4"ø DCW

CA HOSE

REEL

50' (TYP.)

F

F

F

F

F

1 1/2"ø CA

1"ø CA

1"ø CA

F

F F

1 1/2"ø CA

3"ø CA

F

1 1/2"ø CA

3"ø CA 1"ø CA

N2

Ar

N2

N2

N2

A r

N2

Ar

Ar

Ar

A r

A r

1/2"ø AR

1/2"ø AR

1/2"ø N2

3"ø CA

3"ø CA

1"ø CA

1 1/2"ø CA

1"ø CA

1 1/2"ø CA

1"ø CA

1"ø CA

1 1/2"ø CA

1 1/2"ø CA

1 1/2"ø CA

1 1/2"ø CA

3/4"ø CA

1"ø CA

1 1/2"ø AR

1/2"ø N2

1/2"ø N2

1/2"ø AR

1/2"ø AR

1/2"ø N2

3/4"ø N2

2"ø N2

3/4"ø N2

3/4"ø AR

3/4"ø N2

3/4"ø AR

1"ø CA

1 1/2"ø N2

1 1/2"ø AR

3/4"ø N2

3/4"ø AR

3/4"ø AR 3/4"ø N2

3/4"ø AR

3/4"ø AR

8 8

10 10

1/2"ø AR1/2"ø AR

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R

IN

G C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

R

B R

E N

O V

A T

IO

N

A u to d e s k D o c s

/0 -0

-J

B M

D L B

B

/0

-0

-J

B M

D L -B

B

L a b E x p a n s io n M

.r v t

/2

/2

:1

:0

P

M

P-101A

P L U

M B

IN

G

P L A

N

J B

M D

L L a k e h u rs t, N

J D

W

H

IT

A K

E R

D W

H

IT

A K

E R

D H

E R

N A

N D

E Z

J A

N U

A R

Y

F

IN

A L

S U

B M

IT

T

A L

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

-0

D C

A V

IN

1/8" = 1'-0"B8

PLUMBING PLAN

GENERAL NOTES

1. REFER TO P-001A FOR PLUMBING ABBREVIATION AND NOTES.

2. REFER TO P-402A FOR PLUMBING COMPRESSED AIR

ISOMETRIC DIAGRAM.

3. COMPRESSED AIR OUTLETS ARE TO BE REGULATED AND

WHERE NOTED SHOW BE PROVIDED WITH PARTICULATE

FILTERS FOR CLEAN AIR CONNECTION TO EQUIPMENT AS

NOTED WITH "F".

4. NITROGEN AND ARGON DROPS WILL BE REGULATED AND

PROVIDED WITH VALVES AND QUICK CONNECTS.

5. THE CONTRACTOR SHALL FIELD VERIFY WITH ELECTRICAL,

MECHANICAL, AND FIRE PROTECTION, AND STRUCTURAL

EQUIPMENT CONTRACTORS AND INSTALLATION, TO AVOID

CONFLICTS WITH ROUTING OF EQUIPMENT, AND

COMPONENTS.

6. THE CONTRACTOR SHALL ACCOUNT FOR ADDITIONAL

ACCESSORIES REQUIRED FOR EQUIPMENT (SUCH AS

FILTERS, VALVES, ETC.) AND SHALL INSTALL EQUIPMENT TO

MAINTAIN ANY EQUIPMENT WARRANTIES

7. GAS METER NOTE:

AMRS COMPATIBLE GAS METER SPECIFICATIONS

• ACCURATELY SCALED OUTPUT PULSES

• PROPERLY SIZED COMPONENTS ACCORDING TO PEAK

DEMAND

• COORDINATE WITH BASE PERSONNEL TO OBTAIN ALL

NECESSARY INFORMATION TO BUILD SYSTEM THAT

SATISFIES REQUIREMENTS AND MEETS FOLLOWING

SPECIFICATION REQUIREMENTS.

1. PULSE KIT MUST BE ABLE TO PRODUCE 2 WIRE

(FORM A) PULSE OUTPUT VIA EXTERIOR RATED

RS485 CABLE IN CONDUIT.

2. GAS METER OR ATTACHED PULSE KIT MUST

INLCUDE A VISUAL REGISTER OR DIAL.

3. GAS METER SHALL INCLUDE UPSTREAM

GASKET STRAINERS.

4. ALL METER LABELS SALL BE WHITE ON BLACK

PHENOLIC.

5. ALL CABLING SHALL BE PROTECTED BY

CONDUIT.

PROVIDE NEW 4"

SANITARY LINE AND

RECONNECT TO

EXISTING FIXTURES

NEW GAS METER AND

REGULATOR (SEE GENERAL NOTES)

WITH NEW GAS LINE UP TO

ROOF TO SUPPLY

NEW ROOF UNITS

EXISTING AIR COMPRESSOR

AND ASSOCIATED EQUIPMENT

REMAINS, ALONG WITH AIR PIPING

0 4' 8' 16'

PLAN NORTH

SHEET KEYNOTES

1. COMPRESSED AIR HOSE REEL (50 Ft. HOSE CAPACITY) WITH

FULL PORT BALL VALVE, DIRT LEG, AND FILTER /REGULATOR.

SEE DETAIL SHEET FOR ADDITIONAL INFORMATION.

2. FILTERS ARE TO BE PROVIDED AT ALL INSTANCES NOTED ON

DRAWINGS WITH "F" SYMBOL, THE INSTALLATION AT THESE

LOCATIONS WILL REQUIRE REPLACEMENT ELEMENT

DESICCANT DRYER, 1 MICRON FILTER (OR AS NOTED PER

SERVICED EQUIPMENT), AND DESIGNATED FILTER.

3. COMPRESSED AIR SYSTEMS; PROVIDED BY GOVERNMENT

AND FACILITY. SYSTEM WILL INCLUDE COMPRESSOR, AIR

DRYER, AND RECEIVER TANK. COMPRESSOR AND DRYER ON

PLATFORM IN MECHANICAL ROOM. RECEIVER LOCATED

DIRECTLY BELOW, MOUNTED ON FLOOR.

4. PROVIDE A VALVED AND CAPPED COMPRESSED AIR SERVICE

LINE EXTENDS TO EXISTING B332, TO BE USED FOR FUTURE

CONNECTION.

5. 3/4" CW LINE TO DROP IN WALL AND STUB OUT TO HOSE BIBB

WITH VACUUM BREAKER. 2" VENT UP THROUGH WALL.

6. 3/4" CW LINE DROP IN WALL AND TO WALL HYDRANT FOR USE

WITH HOSED CONNECTION AT WATER USE TANKS, AND JETS.

7. 3/4" COMPRESSED AIR DROP TO FINISHER (WW).

8. FUTURE CONNECTION DROPS FOR ARGON AND NITROGEN

TO EQUIPMENT, PROVIDE CAPPED END, WITH REGULATOR

AND VALVE.

9. PROVIDE NITROGEN AND ARGON DROPS WITH REGULATOR

AND VALVE, AND QUICK CONNECT FOR HOSE CONNECTION

TO EQUIPMENT.

10. PROVIDE ARGON DROPS IN POWDER ROOM - TYPICAL OF 2.

11. NITROGEN GENERATOR IS GOVERNMENT PROVIDED

EQUIPMENT.

12. PROVIDE LINE SIZE REGULATOR, PRESSURE RELIEF AND

SHUTOFF VALVE AT EXTERIOR PAD LOCATION. 1500 GALLON

TANK IS TO BE LOCATED ON PAD AT EXTERIOR (SEE CIVIL

DRAWINGS). PAD SHALL HOUSE VAPORIZER AND TANK AND

ALL APPURTENANCES TO PROVIDE 200 PSIG GAS TO FACILITY.

CONCRETE PAD FOR 1500 GALLON

TANK AND VAPORIZER

A

M M

E N

D M

E N

T

M

A Y

6" MIN.

DIRT LEG UNION (TYP.)

ISOLATION VALVE (TYP.)

THREADED CAP

FITTING

GAS PIPE

EQUIPMENT

1" RELIEF VENT

THRU EXTERIOR WALL

MEDIUM PRESSURE GAS

LOW PRESSURE GAS

SUPPLIED AT APPLIANCE

PRESSURE

NOTE:

REFER TO DRAWINGS FOR PIPE SIZES.

GAS PRESSURE REGULATOR

FINISHED GRADE

4" CONCRETE PAD

TEE W/ BUSHING

AND 3/8" PLUG

GAS PRESSURE

REGULATOR

INSULATING UNION

PLUGGED TEE W/ BUSING

AND 3/8" PLUG

GAS COCK (TYP.)

ANNODELESS RISER

TO BUILDING

SUPPLY AT 0.5 PSIG

PROVIDE 1/2"

CONDUIT FOR MECS

WIRING

AF GAS METER WITH PULSE OUTPUT. PULSE KIT MUST PRODUCE 2 WIRE (FORM A) PLUSE

OUTPUT VIA EXTERIOR RATED RS485 CABLE. MUST INCLUDE A VISUAL REISTER OR DIAL.

METER SHALL INCLLUDE UPSTREAM GASKET STRAINERS. LABELS SHALL BE WHITE ON BLACK

PHENOLIC.CABLING SHALL BE PROTECTED BY CONDUIT.

TOTAL GAS LOAD OF 500 MBH

CONTRACTOR SHALL PROVIDE 2 METERS, ONE METER IS THE NJNG CO METER, AND THE

SECOND IS THE AF PULSE METER KIT, DESCRIBED ON SHEET P101A (GENERAL NOTES).

PIPE COLLAR

A A

PLAN

SECTION A - A

PIPE COLLAR

ASTM E814 RATING

T = 3 F = 3

1" X1-1/4" TAPCON (TM)

SCREWS. TYP 3

CONCRETE FLOOR/

MASONRY WALL

MAXIMUM 4" PLASTIC

PIPING

ANNULAR SPICING

MIN. 0" - MAX 1/2"

NO FILL MATERIAL REQUIRED

NOTES

1 IF PIPING IS INSULATED, STOP INSULATION AT FLOOR MAX. 1/2" ABOVE

PENETRATION AND RESUME ON OTHER SIDE MAX 1/2" FROM BOTTOM OF SLAB

INSTALLATION INSTRUCTIONS

THESE INSTRUCTIONS ARE FOR THE INSTALLATION OF THROUGH-PENETRATION FIRE

STOP SYSTEM IN A MINIMUM 4 1/2" THICK LIGHTWEIGHT OR NORMAL WEIGHT (100-150

PCF) CONCRETE OR HOLLOW-CORE FLOORS AS LISTED BY UNDERWRITERS

LABORATORIES INC. REFER TO ABOVE DRAWINGS AND SYSTEM CONFIGURATION

INFORMATION FOR COMPONENT DETAILS.

STEP PROCEDURE

1. CUT HOLE IN CONCRETE FLOOR IN REQUIRED SIZE TO ACCOMMODATE PIPE

PENETRATION AND ALLOWABLE ANNULAR SPACING. DO NOT EXCEED MAXIMUM

SPECIFIED HOLE DIAMETER.

2. INSTALL UP TO 4" I.D. ABS OR PVC/CPVC(FOAM OR SOLID CORE) VENTED (DWV) OR

CLOSED (PRESSURE) PIPE. SUPPORT PIPE RIGIDLY ON BOTH SIDES OF FLOOR.

3. CLEAN ALL HOLE AND PIPE SURFACES IN PENETRATION AREA TO REMOVE LOOSE

DEBRIS, DIRT, OIL, WAX, GREASE, OLD CAULKING, ETC.

4. INSTALL APPROPRIATE SIZE PIPE COLLAR FOR CORRESPONDING PLASTIC PIPE

DIAMETER ON BOTTOM SIDE OF FLOOR. SECURE COLLAR IN PLACE THROUGH

ANCHOR TABS WITH 1/4"X1 1/4" TAPCON(TM) CONCRETE ANCHOR SCREWS.

2 THIS NOTE FOR PLASTIC PIPING WITH COLLAR ONLY. FOR METALIC PIPING

PENETRATIONS, ANNULAR SPACE SHALL BE FILLED WITH AN APPROVED

FLEXIBLE FIRE STOP MATERIAL PER SPECIFICATIONS

3 COLLAR SHALL BE TESTED AND UL LISTED AS A FIRESTOP DEVISE ON ABS,CPVC,

PVC, AND PP PIPING SYSTEMS. COLLAR SHALL BE LISTED FOR UP TO A 3 HOUR

RATED FLOOR AND WALL ASSEMBLIES. COLLAR SHALL MEET USGBC GUIDELINES

FOR ADHESIVES AND SEALANTS. BASIS OF DESIGN: PFP PARTNERS PPC COLLAR

BALL VALVE

TYPE "K" COPPER

TUBING NO JOINTS

BELOW FLOOR

WRAP TUBING IN

CONCRETE WITH

PROTECTIVE

SLEEVE.

WATER MAIN PIPE

1/2" COPPER PIPE (TYP.)

TRAP PRIMER

FLOOR DRAIN

FINISHED FLOOR

FULL PORT

BALL VALVE

DRIP LEG DRAIN

CLEAR SIGHT CUP

DRIP LEG DRAIN FILTER UNIT

HOSE QUICK

DISCONNECT FITTING

GENERAL PURPOSE REGULATOR

UNIT TO PROVIDE MAX. 45 SCFM

CFM AT 5 TO 150 PSI RANGE

NOTE: ARRANGEMENT MAY MIRROR IN SOME LOCATIONS.

HOSEREEL

INLET SWIVEL

JOINT

MOUNT TO WALL

125 FT. OF 1" DIAMETER HOSE

FLEXIBLE

CONNECTOR

FULL PORT

BALL VALVE

CA DROP ALONG WALL

GENERAL PURPOSE FILTER

WITH REGULATOR AND PRESSURE GAUGE.

UNIT TO PROVIDE 5 TO 150 PSIG RANGE.

6" MINIMUM

DIRT LEG

UNION (TYP.)

FULL PORT

BALL VALVE

HOSE QUICK

DISCONNECT FITTING

GENERAL PURPOSE REGULATOR

UNIT TO PROVIDE MAX. 45 SCFM

CFM AT 5 TO 150 PSI RANGE

NOTES:

1. ARRANGEMENT MAY MIRROR IN SOME LOCATIONS.

2. DEVICES MAY BE INSTALLED IN VERTICAL CONFIGURATION.

SHEET ID

A

IR

F O

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3 5 7 9 11 13 15 17 19

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NTSK1

GAS CONNECTION TO EQUIPMENT DETAIL

NTSK9

GAS METER DETAIL

NTSF17

FIRE STOP DETAIL

NTSA1

TRAP PRIMER IN FLOOR DRAIN DETAIL

NTSF9

COMPRESSED AIR REGULATOR AND

LUBRICATOR DETAIL

NTSA9

COMPRESSED AIR HOSE REEL DETAIL

1/2" = 1'-0"F1

NITROGEN DROP DETAIL

A

M M

E N

D M

E N

T

M

A Y