Amendment_4_-_KC46_Alter_Facilities_for_MX_-_Plans.pdf

KC-46A PN163007

ALTER FACILITIES FOR

MAINTENANCE

BLDG 1817, 2201, 2251, 3101

JOINT BASE McGUIRE/DIX/LAKEHURST, NJ

ISSUE DATE: OCTOBER 2018

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LIGHTING FIXTURE SCHEDULE

DESCRIPTION TYPE REMARKSDRIVERLAMP VOLTAGE

/ MODEL

MANUFACTURER

H1

1598, CLASS 1 DIV 2 GROUP A,B,C,D, AND SURGE PROTECTION.

CORROSION RESISTANT, WET LOCATION RATED, UL LISTING 844,

LINEAR HAZARDOUS RATED 4FT, SEALED AND GASKETED,

APPROVED EQUAL

HOLOPHANE LIGHTING: HMRL SERIES OR

DRIVER

STANDARD

120/277

B24G1 EQUAL.

HE WILLIAMS: AT1 SERIES OR APPROVED

A24G2 CLEAR ACRYLIC #19 0.156 THICK, STANDARD T-GRID CEILING

RECESSED 2' X 4' LENSED TROFFER WHITE FLAT STEEL DOOR,

A22G 277

X

DIRECTION AS SHOWN ON DRAWINGS.

DOUBLE FACE, WHITE FINISH, AC ONLY, GREEN TEXT, CHEVRON

LED UNIVERSAL MOUNT EXIT LIGHT, ALUMINUM WITH SINGLE OR LITHONIA LE SERIES OR APPROVED EQUAL.

LED 120/277

SUPPORT FROM STRUCTURE

1. LUMINAURE MANUFACTURER AND MODELS ARE BASIS OF DESIGN. PROVIDE LUMINAIRES TO MATCH OR EXCEED LUMEN/WATT EFFICIENCY.

NOTES:

924 LISTED.

2. PROVIDE LUMINAIRES WITH AN 'E' SUFFIX WITH A MINIMUM 90 MINUTES OF BATTERY BACKUP WITH FULL BATTERY POWER OUTPUT AND UL

D2

3500K

LUMENS

LED 500

277EQUAL.

HE WILLIAMS LSL60 SERIES OR APPROVED

C1 120/277

A14

EQUAL.

HE WILLIAMS 80 SERIES OR APPROVED

D1 277EQUAL.

HE WILLIAMS L60 SERIES OR APPROVED

3500K

LUMENS

LED 1700

A24F3 277

SUSPEND AT 14FT AFF

LUMENS

LED 8000

EQUAL.

HE WILLIAMS: 50 STATIC SERIES OR APPROVED

3500K

LUMENS

LED 5900

DRIVER

0-10V DIMMING

BACKUP.

TYPE 'A24F2E' SAME AS TYPE 'A24G2' WITH FLANGE KIT AND BATTERY

TYPE 'A24F2' SAME AS TYPE 'A24G2' WITH FLANGE KIT.

BACKUP.

TYPE 'A24G2E' SAME AS TYPE 'A24G2' WITH INTEGRAL BATTERY

WITH MATT ACYLIC CENTER, STANDARD T-GRID CEILING

RECESSED 2' X 4' PERFORATED CURVED BASKET DIRECT/INDIRECT

CLEAR ACRYLIC #19 0.156 THICK, WITH FLANGED KIT

RECESSED 2' X 4' LENSED TROFFER WHITE FLAT STEEL DOOR,

EQUAL.

HE WILLIAMS: 50 STATIC SERIES OR APPROVED

3500K

LUMENS

LED 5900

DRIVER

0-10V DIMMING

CLEAR ACRYLIC #19 0.156 THICK, STANDARD T-GRID CEILING

RECESSED 2' X 2' LENSED TROFFER WHITE FLAT STEEL DOOR,

EQUAL.

HE WILLIAMS: 50 STATIC SERIES OR APPROVED

3500K

LUMENS

LED 2600

DRIVER

0-10V DIMMING

TYPE 'A22F' SAME AS TYPE 'B1G' WITH FLANGE KIT.

TYPE 'A22E' SAME AS TYPE 'B1' WITH INTEGRAL BATTERY BACKUP

3500K

LUMENS

LED 3000

DRIVER

0-10V DIMMING

REFLECTOR AND WIRE GUARD WITH HANGING ASSEMBLY.

INDUSTRIAL 4 FOOT, STANDARD DUTY, STEEL WHITE P0WDER COAT

4000K

LUMENS

LED 6300

DRIVER

STANDARD

CLEAR LENS

SURFACE MOUNTED 4FT ROUGH SERVICE VANDAL RESISTANT WRAP

WRAP SERIES OR APPROVED EQUAL.

HE WILLIAMS: AVX ARCHITECTURAL VANDAL

4000K

LUMENS

LED 6200

DIMMING DRIVER

CLEAR SPECULAR REFLECTOR, WHITE TRIM FLANGE.

6" DIAMETER APERTURE BY 8" DEPTH RECESSED DOWNLIGHT,

RATED UNDER COVER.

CONFORMS TO UL STD 1598 AND SUITABLE FOR WET LOCATION

DOWNLIGHT, CLEAR SEMI SPECULAR REFLECTOR, cETLus

SHOWER LIGHT 6" DIAMETER APERTURE BY 7-3/4" DEPTH RECESSED

DRIVER

STANDARD

DRIVER

STANDARD

'B24G1E' SAME AS TYPE 'B24G1' WITH INTEGRAL BATTERY BACKUP

B24G2 EQUAL.

HE WILLIAMS: AT1 SERIES OR APPROVED

277WITH MATT ACYLIC CENTER, STANDARD T-GRID CEILING

RECESSED 2' X 4' PERFORATED CURVED BASKET DIRECT/INDIRECT

3500K

LUMENS

LED 4000

DRIVER

0-10V DIMMING

'B24G2E' SAME AS TYPE 'B24G2' WITH INTEGRAL BATTERY BACKUP

B14F 277WITH MATT ACYLIC CENTER, WITH FLANGED KIT

RECESSED 1' X 4' PERFORATED CURVED BASKET DIRECT/INDIRECT

EQUAL.

HE WILLIAMS: AT1 SERIES OR APPROVED

3500K

LUMENS

LED 2000

DRIVER

0-10V DIMMING

'B14FE' SAME AS TYPE 'B14F' WITH INTEGRAL BATTERY BACKUP

'D1E' SAME AS TYPE 'D1' WITH INTEGRAL BATTERY BACKUP

'C1E' SAME AS TYPE 'C1' WITH INTEGRAL BATTERY BACKUP

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FOR CONSTRUCTION

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UL924 DEVICE

OCCUPANCY SENSOR

NORMAL POWER

EMERGENCY POWER

NORMAL LIGHTING

EMERGENCY LIGHTING

NORMAL POWER SENSE

NORMAL SWITCHING SIGNAL

ON/OFF WITH NORMAL

EMERGENCY ON

A2

EMERGENCY LTG CONTROL DETAIL

SCALE: NTS

CEILING MOUNT

SENSOR

Room

Controller

J-BOX

SWITCH

120VACPLUG LOAD

CONTROLLER

LINE VOLTAGE

LOADS

J-BOX

A6

SWITCHED RECEPTACLE DETAIL

SCALE: NTS

LOADSLOADS

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(OFFICES, X-RAY SPACES)

TYPICAL WORK AREA OUTLET

ELEC/COMM ROOM 120

EXISTING FLOOR

(TYPICAL)

9. EXISTING RUNWAY CABLE TRAY.

THE CABLE TRAY SYSTEM.

8. PROVIDE CABLE WATERFALL BEND RADIUS SUPPORTS WHERE CABLING LEAVES

7. PROVIDE INSULATED THROAT BUSHINGS AT ENDS OF ALL CONDUITS.

PULL BOX INDICATED ON PLANS.

OUTLETS; EXTEND UP TO ABOVE CEILING AND TURN HORIZONTAL TO EXTEND TO

6. PROVIDE 1 IN CONDUIT FOR ALL WALL-MOUNTED TELECOMMUNICATIONS

WIRING BLOCKS FOR RJ45 PORTS.

5. EXTEND CABLING TO EXISTING PATCH PANELS AND TERMINATE ON EXISTING

4. PROVIDE PULL BOX OF TYPE INDICATED ON PLAN DRAWINGS.

3. DENOTES EXISTING TELECOM RACK IN COMM ROOM 122.

INDICATES SIX (6) TYPE UKP60 CABLES.

QUANTITIES GREATER THAN ONE. FOR EXAMPLE, CABLE DESIGNATION (6)UKP60

B. NUMBERS IN PARENTHESIS BEFORE CABLE DESIGNATIONS REFER TO CABLE

AND SPECIFICATIONS.

A. REFER TO LEGEND, TELECOMMUNICATIONS OUTLET & CABLING SCHEDULES,

DRAWINGS. ADDITIONAL REQUIREMENTS:

SCHEDULE FOR THE TELECOMMUNICATIONS OUTLETS INDICATED ON PLAN

TERMINATION PROVISIONS AS REQUIRED BY THE TELECOMMUNICATIONS OUTLET

2. PROVIDE QUANTITY AND ARRANGEMENT OF OUTLETS, CABLE HOME RUNS, AND

TELECOMMUNICATIONS SYSTEM RISER DIAGRAMS.

1. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIREMENTS THAT PERTAIN TO

SHEET KEYNOTES - BLDG 2201

B6

TELECOMMUNICATIONS DIAGRAM - BLDG 2201

SCALE: NTS

7 4

ASSUME EXISTING CABLE IS 24 STRAND MULTIMODE; VERIFY WITH CONTRACTING OFFICER'S REPRESENTATIVE.

RE-ROUTE EXISTING FIBER CABLE SERVING EXISTING CABINET INDICATED ON DEMOLITION PLAN TO THE TELECOMMUNICATIONS RACK IN ROOM 150. TERMINATE AND TEST ON FIBER PANEL INDICATED. 16.

PROVIDE 4 IN X 4 IN X 2 IN MODULAR FURNITURE CABLING JUNCTION BOX WITH COVERPLATE AND OPENING FOR THE FLEXIBLE METAL CONDUIT INDICATED.15.

PROVISIONS WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO INSTALLATION.

EXTEND CABLING TO NEW PATCH PANELS INDICATED AND TERMINATE ON WIRING BLOCKS FOR RJ45 PORTS; VERIFY EXACT PATCH PANEL PORT CONNECTION LOCATION AND RELATED CABLING 14.

PROVIDE CABLE WATERFALL BEND RADIUS SUPPORTS WHERE CABLING LEAVES THE CABLE TRAY SYSTEM.13.

ON PLANS.

PROVIDE 1-1/4 IN CONDUIT RISER FOR MODULAR FURNITURE CABLING JUNCTION BOXES; EXTEND UP TO ABOVE CEILING AND TURN HORIZONTAL TO EXTEND TO RAIL OF CABLE TRAY SYSTEM INDICATED 12.

VERIFY MOUNTING AND EXACT LOCATIONS OF ALL NEW RACK EQUIPMENT WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.11.

VERIFY FLOOR BOX AND POKE-THRU OUTLET MOUNTING WITH CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO INSTALLATION.

TELECOMMUNICATIONS OUTLET MOUNTING ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO FACEPLATES, BRACKETS, AND ALL REQUIRED HARDWARE.

REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FLOOR BOXE AND POKE-THRU REQUIREMENTS, ALONG WITH RELATED WORK PERTAINING TO PROVISION OF CONDUITS. PROVIDE ALL 10.

PROVIDE CABLE TRAY OF TYPE INDICATED ON PLAN DRAWINGS FOR CABLING. REFER TO CABLE TRAY SCHEDULE FOR ADDITIONAL REQUIREMENTS.9.

TRANSITION POINT DETAIL DRAWING.

TRANSITION POINT TO ACCOMPLISH TRANSITION FROM OUTDOOR/OSP CABLING EXTENDED TO SLAB-ON-GRADE. FLOOR BOX TO PLENUM-RATED CABLING TO COMM ROOM INDICATED. REFER TO 8.

PROVIDE INSULATED THROAT BUSHINGS AT ENDS OF CONDUITS.7.

PLANS.

PROVIDE 1 IN CONDUIT RISER FOR WALL-MOUNTED TELECOMMUNICATIONS OUTLETS; EXTEND UP TO ABOVE CEILING AND TURN HORIZONTAL TO EXTEND TO EDGE OF CABLE TRAY SYSTEM INDICATED ON 6.

FOR SLAB-ON-GRADE FLOOR BOXES, PROVIDE TRANSITION POINTS INDICATED. REFER TO TRANSITION POINT DETAIL DRAWINGS.5.

ENCLOSURE WITH COMPRESSION LUGS. REFER TO ELECTRICAL DRAWINGS FOR PANELBOARD LOCATIONS.

PROVIDE #1/0 AWG INSULATED COPPER GROUND IN 1 IN CONDUIT TO BOND TELECOMMUNICATIONS SYSTEM GROUND BUS TO THE STRUCTURAL STEEL AND TO NEAREST ELECTRICAL PANELBOARD 4.

PROVIDE #4 AWG INSULATED COPPER GROUND TO BOND CABINET TO THE TELECOMMUNICATIONS SYSTEM GROUND BUS.3.

B. NUMBERS IN PARENTHESIS BEFORE CABLE DESIGNATIONS REFER TO CABLE QUANTITIES GREATER THAN ONE. FOR EXAMPLE, CABLE DESIGNATION (6)UKP60 INDICATES SIX (6) TYPE UKP60 CABLES.

A. REFER TO LEGEND, TELECOMMUNICATIONS OUTLET & CABLING SCHEDULES, AND SPECIFICATIONS.

TELECOMMUNICATIONS OUTLETS INDICATED ON PLAN DRAWINGS. ADDITIONAL REQUIREMENTS:

PROVIDE QUANTITY AND ARRANGEMENT OF OUTLETS, CABLE HOME RUNS, AND TERMINATION PROVISIONS AS REQUIRED BY THE TELECOMMUNICATIONS OUTLET SCHEDULE FOR THE 2.

REFER TO GENERAL NOTES FOR ADDITIONAL REQUIREMENTS THAT PERTAIN TO ALL TELECOMMUNICATIONS SYSTEM RISER DIAGRAMS.1.

SHEET KEYNOTES - BLDG 3101

(RU)

(IN)

TGB

WALL

CEILING

SUSPENDED

PATCH PANEL-DATA DL48

WIRE MGMT-HORIZ MH2

PATCH PANEL-DATA DL48

WIRE MGMT-HORIZ MH2

BLANK BP1

BOX OUTLET

TYPICAL FLOOR

PATCH PANEL-DATA DL48

WIRE MGMT-HORIZ MH2

SYSTEM (BY OTHERS)

MODULAR FURNITURE

AND COVER PLATE

SYSTEM OUTLET BOX

MODULAR FURNITURE

COMPARTMENT - FOR DATA CABLING

MODULAR FURNITURE PATHWAY CF44

(OFFICES, CONF ROOMS, ETC.)

TYPICAL WORK AREA OUTLET

BL1BLANK

FCM24FIBER PANEL

"3101-D"

CABINET

A1

TELECOMMUNICATIONS DIAGRAM - BLDG 3101

SCALE: NTS

6 11

TYP

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CABLE TRAY

SPACING

5 FT MAXIMUM, @

1 IN G ROD

CONDUIT TO TRY.

AND BUSHING. BOND

USE 1 IN CONNECTOR

DRY WALL

CEILING

GYPSUM SUSPENDED

1 IN CONDUIT

AND BUSHING

CONNECTOR

1 IN BOX

BACK BOX

4 IN x 4 IN x 2 IN

WALLWORK AREA

FLOOR BOX

CONCRETE SLAB

ROOM

TELECOMMUNICATIONS

FLOOR BOX TO PULLBOX)

MAX DISTANCE FROM

OUTDOOR CABLE (15 m

CAT 6A INDOOR/

CONDUIT

RGS

CEILING

OFFICE FLOOR BOX

RUN IN CABLE TRAY.

IN CONDUIT. DO NOT

CABLE SHALL BE RUN

INDOOR/OUTDOOR

NOTE:

REFER TO DETAIL 8.

TRANSITION POINT.

CATEGORY 6 UTP CABLE, PLENUM.4.

PLANT RATED

CATEGORY 6 UTP CABLE, OUTDOOR/OUTSIDE 3.

CATEGORY 6 110 WIRE BLOCK.2.

COVER.

16 IN X 8 IN X 4 IN. ENCLOSURE, WITH SCREW 1.

23 4

E3

TYPICAL OUTLET DROP

SCALE: NTS

E1

CABLE ROUTING

E6

DETAIL

TRANSITION POINT

CONDUIT

RGS

A6

BOXES AND RACEWAY SYSTEM ONLY

TYPICAL - CARD READER STATION-

CONT

DOOR

E

I

SECURE SIDE

PUBLIC SIDE

CEILING

K

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B

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N D

DOOR WIRING

L

P

J*

GOVERNMENT'S SECURITY CONTRACTOR.

REPRESENTATIVE FOR DOOR CONTROLLER BY

DIRECTED BY CONTRACTING OFFICER'S

ROOM, EXTEND TO TELECOM ROOM LOCATION

1" MINIUMUM CONDUIT TO NEAREST TELECOM

-O

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ENLARGED MEZZANINE HVAC PLAN - NON DESTRUCTIVE ANALYSIS

9 10

GENERAL SHEET NOTES

A. SEE SHEET M-001 FOR SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES.

B. DUCT INSULATION NOT SHOWN THIS PLAN. INSULATE IN

ACCORDANCE WITH 23.

C. DUCT HANGERS NOT SHOWN THIS PLAN. SUSPEND DUCT PER 23.

D. PIPE SUPPORTS NOT SHOWN THIS PLAN. INSTALL PER 23.

0 SHEET KEYNOTES

1. INSTALL NEW AIR HANDLING UNITS ON EXIST. CONCRETE PADS

PROVIDE ADDITIONAL CONCRETE TO 4" GREATER THAN UNIT

DIMENSIONS AND 2" TOERAIL. DO NOT COVER EXISTING FLOOR

DRAINS.

2. CONNECT UNITS TO EXIST. HW SUPPLY AND RETURN.

3. CONNECT UNITS TO EXIST. CHW SUPPLY AND RETURN.

4. CONNECT NEW CHW BRANCH PIPING TO MAINS AND EXTEND TO

UNIT.

5. DROP DUCT DOWN THRU ROOF OF EXIST VAULT. PROVIDE OPEN

IN ROOF.

6. DROP DUCTS DOWN AS CLOSE TO WALL AS POSSIBLE. INSTALL

HORIZONTAL RUNS ON TOP OF NEW ADDITION.

7. DROP DUCT DOWN THROUGH CAP INTO CEILING OF NEW ROOM

ADDITION.

8. DROP DUCT DOWN APPROXIMATELY 18" BOTTOM OF DUCT

ABOVE NEW CEILING.

9. SEE ENLARGED PLAN A4 ON THIS SHEET FOR CONTINUATION.

10. MOUNT DUCT SMOKE DETECTOR (DSD) IN ACCESSIBLE LOCATION

IN SUPPLY DUCT OF ACU-2-1 ONLY.

11. ROUTE 3/4" CONDENSATE DRAIN FROM COIL DRAIN PAN

CONNECTION TO EXISTING FLOOR DRAINS LOCATED

IMMEDIATELY IN FRONT OF COOLING COILS. REFER TO DETAIL

EI-MH-501 FOR P-TRAP DETAIL.

12. 8"x8" EXHAUST AIR FROM PROCESSING. LOCATE EXHAUST FAN IN

ACCESSIBLE LOCATION ABOVE ROOM CAP. ROUTE DUCT UP AND

DISCHARGE TO ATMOSPHERE OUT SIDEWALL ABOVE LOW ROOF

VIA 12"x12" DISCHARGE LOUVER.

KEY PLAN

GRAPHIC SCALE

4' 8' 16'

2' 4' 8'

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A1

FIRST FLOOR DEMOLITION PLAN - UNIT E - AREA B

SCALE: 3/16" = 1'-0"

8'0 4' 16'

1. NOT USED.

2. EXISTING INTERIOR CONSTRUCTION TO REMAIN (N.I.C.)

3. DEMO EXISTING RESTROOM(S),OFFICE, STORAGE, MECHANICAL

RM

4. DEMO RESTROOMS FIXTURES AND ACCESSORIES

5. DEMO MOP SINK

6. DEMO STAIR AND WOMEN RESTROOM ABOVE MEN RESTROOM

7. DEMO EXISTING WASH SINK AND ASSOCIATED PLUMBING

8. DEMO INTERMEDIATE WALL BETWEEN (2) ROOMS.

9. DEMO (2) EXISTING WOOD DOORS.

10. DEMO ACT CEILING.

11. REMOVE FLOORING.

12. REMOVE BASE.

FOR ADDITIONAL INFORMATION.

EXISTING BELOW SLAB PLUMBING. RE: PLUMBING DRAWINGS

SLAB PLUMBING AND AS NECESSARY TO REMOVE AND CAP

DEMO PORTION OF CONCRETE FLOOR SLAB AT NEW BELOW B.

HVAC, FIRE PROTECTION, AND ASSOCIATED FINISHES.

ACOUSTICAL CEILINGS, RELATED LIGHTING, POWER/DATA,

GWB INTERIOR PARTITION WALLS, DOORS AND FRAMES,

DEMO EXISTING RESTROOM AREA, INCLUDING CMU OR STUD & A.

B

EXISTING CONSTRUCTION

DEMOLITION WALL

DEMOLITION DOOR

A7

PARTIAL DEMOLITION PLAN - UNIT E - NEW TELECOM RM

SCALE: 3/16" = 1'-0"

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B1

FIRST FLOOR DEMOLITION PLAN - OVERALL

SCALE: 3/32" = 1'-0"

0 8' 32'16'

EQUIPMENT TO REMAIN.

CONSTRUCTION. RELOCATE AND EXTEND CIRCUIT FOR

SERVING OR IN CONFLICT WITH THE DEMOLITION AND NEW

ASSOCIATED EQUIPMENT, DEVICES, CONDUIT, AND CIRCUITS

FOR DEMOLITION ITEMS. COORDINATE AND REMOVE

REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING PLANS E.

WORK.

SPARE. UPDATE CIRCUIT DIRECTORY FOR DEMOLITION AND NEW

DEMOLISHED TURN CIRCUIT BREAKER TO 'OFF' AND LABEL AS

CONNECTED TO CONDUCTORS. WHERE CIRCUITS ARE

TURN 'OFF' SPARE CIRCUIT BREAKERS THAT ARE NOT D.

CONDUCTORS.

DEMOLITION AND REMOVE ABANDON CONDUIT AND C.

REUSED.

AFTER COMPLETION OF WORK AND WHERE CONDUCTORS ARE

TEST INTEGRITY OF EXISTING CIRCUITS PRIOR TO WORK AND B.

NOTED.

ELECTRICAL EQUIPMENT IS EXISTING UNLESS OTHERWISE A.

GENERAL SHEET NOTES

SHEET KEYNOTES

DEVICES OUTSIDE OF THE ROOM ARE CONNECTED TO CIRCUIT.

CIRCUIT BACK TO PANEL AND LABEL SPARE WHERE NO OTHER

BACK TO NEAREST JUNCTION BOX OUTSIDE OF ROOM. REMOVE

REMOVE LIGHTING FIXTURES, CONTROLS, AND RECEPTACLES 5.

OF WORK AND AT COMPLETION.

EXISTING CONDITIONS. TEST TRANSFORMER PRIOR TO START

FROM TRANSFORMER 'C' SERVING THE EAST BAY. COORDINATE

REMOVE EXISTING SECONDARY SERVICE ENTRANCE FEEDERS 4.

COMPLETION.

CIRCUIT BREAKERS PRIOR TO START OF WORK AND AT

COORDINATE EXISTING CONDITIONS. TEST PANELS AND

REMAIN TO FEED FROM NEW DISTRIBUTION PANEL.

SERVICE BONDING JUMPERS TO PANELS. EXISTING PANELS TO

TRANSFORMER 'C' FEEDING THE EAST BAY. REMOVE EXISTING

SERVICE ENTRANCE PANELS BACK TO SERVICE ENTRANCE

DEMOLISH EXISTING SERVICE ENTRANCE CONDUCTORS TO 3.

MECHANICAL EQUIPMENT DEMOLITION FOR COORDINATION.

BACK TO PANEL. REFER TO MECHANICAL PLANS FOR

MECHANICAL EQUIPMENT CONNECTIONS. REMOVE CIRCUITS

REMOVE LIGHTING FIXTURES, CONTROLS, RECEPTACLES, AND 2.

NEW WORK.

ASSOCIATED CIRCUITS FROM ROOM. MAINTAIN CIRCUITS FOR

REMOVE LIGHTING FIXTURES, CONTROLS, RECEPTACLES, AND 1.

"EFPANEL "

EXISTING

"CPANEL "

EXISTING

"DPANEL "

EXISTING

"5EPANEL "

EXISTING

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EXISTING

3/32" = 1'-0"

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GENERAL SHEET NOTES

SHEET KEYNOTES

B1

FIRST FLOOR TELECOMMUNICATIONS DEMOLITION PLAN - AREA A

SCALE: 1/8" = 1'-0"

0 8'4' 16'

ROOM 150 IN CABLE TRAY SYSTEM INDICATED ON DWG T-401.

CABINET OVER TO NEW TELECOMMUNICATIONS CABINET IN

CABINET AND REROUTE EXISTING FIBER SERVICE CABLE TO

REMOVE EXISTING WALL-MOUNTED TELECOMMUNICATIONS 2.

TELECOMMUNICATIONS ROOM SERVING THIS AREA.

BACK TO THE TERMINATION POINT IN THE

ALONG WITH ALL AND RELATED CABLING INFRASTRUCTURE

DATA OUTLETS AFFECTED BY THE PARTITION DEMOLITION,

TO BE DEMOLISHED IN THIS AREA, REMOVE THE 20 EXISTING

FOR THE PARTITIONS INDICATED ON THE ARCHITECTURAL PLANS 1.

EQUIPMENT, OUTLET, AND CABLING SCHEDULES.

REFER TO DRAWINGS T-601 AND T-602 FOR TELECOMMUNICATIONS B.

LEGEND AND ABBREVIATIONS.

REFER TO DRAWING T-001 AND T-002 FOR TELECOMMUNICATIONS A.

S K O

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1. PROJECT NAME KC-46A BEDDOWN, ALTER

FACILITIES FOR MAINTENANCE

APPLICABLE CODES AND STANDARDS

NFPA 1 THE FIRE CODE, (2018 EDITION)

NFPA 10 STANDARD FOR PORTABLE FIRE

EXTINGUISHERS (2017 EDITION)

NFPA 13, STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS (2016 EDITION)

NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS

CODE, 2015

NFPA 70 NATIONAL ELECTRICAL CODE (NEC) (2017

EDITION)

NFPA 72 NATIONAL FIRE ALARM CODE (2016 EDITION)

NFPA 101 LIFE SAFETY CODE (LSC) (2015 EDITION),

NFPA 101 MUST BE UTILIZED TO DETERMINE

OCCUPANCY CLASSIFICATION AS IT RELATES

TO FIRE/SMOKE RESISTANCE RATING OF

INTERIOR NON-LOAD BEARING PARTITIONS

(OTHER THAN OCCUPANCY SEPARATION),

MEANS OF EGRESS, INTERIOR FINISH,

FEATURES OF FIRE PROTECTION (INCLUDING

VERTICAL OPENINGS) AND ASSOCIATED

REQUIREMENTS.

NFPA 291 FIRE FLOW TESTING (2016 EDITION)

NFPA 720 STANDARD FOR THE INSTALLATION OF

CARBON MONOXIDE (CO) DETECTION AND WARNING

EQUIPMENT, 2015

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR

FACILITIES (08 AUGUST 2016, CHANGE 1 28,

NOVEMBER 2016)

UFC 4-010-01 DOD MINIMUM ANTITERRORISM

STANDARDS FOR BUILDINGS 9 FEBRUARY

2012; CHANGE 1 1 OCTOBER 2013.

UFC 4-021-01 DESIGN AND O & M MASS

NOTIFICATION SYSTEMS (9 APRIL 2018,

CHANGE 1 JANUARY 2010)

IBC, 2015 INTERNATIONAL BUILDING CODE (IBC

SHALL BE USE D FOR CONSTRUCTION

REQUIREMENTS; LIFE SAFETY CODE [LSC]

SHALL BE USED FOR ALL MEANS OF EGRESS

REQUIREMENTS, AS REQUIRED BY UFC

1-200-01 AND UFC 3-600-01.)

FIRE PROTECTION ENGINEER OF RECORD:

OF THE FIRE PROTECTION AND LIFE SAFETY FEATURES FOR THIS PROJECT.

PREPARERS OF THIS DOCUMENT CERTIFY THE ACCURACY AND COMPLETENESS

CERTIFICATION OF FIRE PROTECTION AND LIFE SAFETY CODE REQUIREMENTS.

Bruce V Peabody P.E

2. OCCUPANCY CLASSIFICATION

IBC CHAPTERS 3 AND 4

3101 MIXED USE: STORAGE S-1, BUSINESS B

3. CONSTRUCTION TYPE

NFPA 415, CHAPTER 4

3101 EXISTING TYPE II B

4. AREA LIMITATIONS

IBC CHAPTER 5, 505.2.1.

EXISTING CONDITIONS,

AREA OF BUILDING IS NOT INCREASING.

MIXED USE AND OCCUPANCY SEPARATIONS

IBC 505.2.3 IBC 508, TABLE 508.4,

IBC 509, TABLE 601

UFC 3-600-01, 4-42.5.2.2 WAREHOUSE AND STORAGE

FACILITIES

NFPA 101, 18.4.4.5.1 FOR HAZARDOUS AREA

PROTECTION

UFC 3-600-01 4-42.5.2

3101 SEPARATION BETWEEN B AND S-1 WAREHOUSE IS

NON-RATED PER IBC TABLE 508.4 HOWEVER UFC

3-600-01 REQUIRES A ONE-HOUR FIRE RESISTIVE

RATED SEPARATION.

IBC TABLE 601, 602

3101 THE EXISTING WAREHOUSE APPEARS TO BE OF

TYPE II B CONSTRUCTION (NFPA II 000 CONSTRUCTION)

3101- COMBUSTIBLE CONSTRUCTION IS NOT ALLOWED

WITHIN S OCCUPANCIES (INTERIOR BEARING AND

NONBEARING PARTITIONS)

6. ENCLOSURE PROTECTION AND PENETRATION

REQUIREMENTS - OPENING PROTECTIVE'S

AND THROUGH PENETRATIONS

MECHANICAL ROOMS, ELECTRICAL ROOM, JANITOR

CLOSET: (1) HOUR. 1 HOUR SEPARATION BETWEEN

WAREHOUSE AND OTHER BUILDING AREAS

IBC TABLE 508.5

7. AUTOMATIC SPRINKLERS AND OTHER

EXTINGUISHING EQUIPMENT

UFC 3-600-01, CHAPTERS 4 AND 9

UFC 3-600-01, APPENDIX B

3101 BUILDING OFFICE AREA SHALL BE FULLY

SPRINKLERED WITH AN EXTENSION- MODIFICATION

OF THE EXISTING WET PIPE SPRINKLER SYSTEM AS

AN AREA OF A FULLY SPRINKLERED S-2

OCCUPANCY.

7A. UFC 3-600-01, TABLE 9.3 SPRINKLER DESIGN DENSITY:

OFFICES SPACES AND REST ROOMS LIGHT HAZARD,

0.1 GPM/SF OVER DESIGN AREA OF 1,500 SF

ORDINARY HAZARD, 0.20 GPM/SF OVER 2500 SF

WATER DEMAND FOR HOSE STREAMS:

ORDINARY HAZARD: 250 GPM

7B. NFPA 13, HIGH PILE STORAGE NO HIGH PILE STORAGE WILL BE PROVIDED IN THIS

PROJECT.

7C. UFC 3-600-01, CHAPTER 9 COVERAGE PER SPRINKLER HEAD:

LIGHT HAZARD: 225 SF PER HEAD

ORDINARY HAZARD: 130 SF PER HEAD.

7D. AVAILABLE WATER SUPPLY TESTING

UFC 3-600-01, NFPA 291

FLOW TEST CONDUCTED ON DECEMBER 14, 2017 @

13:00.

BUILDING 3101 STATIC PRESSURE: 62 PSI

RESIDUAL PRESSURE: 40 PSI WITH 1424 GPM

FLOWING,

FH COEFFICIENT: 0.90. TWO 2 ½” ORIFICES

FLOWING. FLOW AT 20 PSI 2020 GPM

7E. NFPA 13, PARA. 8.16.4.6.1 3101 BACK FLOW PREVENTERS ARE EXISTING.

8. PORTABLE FIRE EXTINGUISHERS

NFPA 10, UFC 3-600-01; SECTION 9-17

PORTABLE FIRE EXTINGUISHERS ARE NOT

REQUIRED PER UFC 3-600-01. IF REQUIRED BY

OPERATIONS EXTINGUISHERS ARE EQUIPMENT

PROVIDED BY THE GOVERNMENT.

9. FIRE AND SMOKE DAMPERS

IBC SECTION 716 AND NFPA 90A

3101 DAMPERS SHALL BE PROVIDED FOR DUCT

PENETRATIONS IN 2-HOUR FIRE RESISTIVE RATED

WALLS. NO 2 HOUR RATED WALLS ARE DESIGNED

FOR THE BUILDING SCOPE.

10. DETECTION ALARM, MASS NOTIFICATION AND

COMMUNICATION

UFC 3-600-01, CHAPTER 9

NFPA 101 PARA. 3.4 (CHAPTERS 12-42)

NFPA 72

FIRE ALARM SYSTEM IS EXISTING.

EXISTING SYSTEM WILL BE EXPANDED REPLACED

OR ALTERED AS NECESSARY TO PROVIDE

DETECTION AND NOTIFICATION IN NEW -

RECONFIGURED SPACES.

NOTIFICATION DEVICES BOTH VISUAL AND AUDIBLE

TYPE ARE REQUIRED.

11. MASS NOTIFICATION

UFC 3-600-01

NOT PROVIDED AND ALTHOUGH REQUIRED BY CODE

THE SCOPE - AREA OF THIS PROJECT DOES NOT

REQUIRE THE RETROFIT OF THE SYSTEM.

12. INTERIOR FINISHES (CLASSIFICATION)

NFPA 101, TABLE 10.2.2

NFPA 101.7.1.4

EXITS: CLASS A

EXIT ACCESS CORRIDORS: CLASS A

OTHER SPACES: CLASS A OR B

13. MEANS OF EGRESS

NFPA 101 CHAPTERS 7 AND 12- 42

ILLUMINATION OF MEANS OF EGRESS

NFPA 101.7.8 NFPA 101.7.9

ADDITIONAL BATTERY POWERED EMERGENCY

LIGHTS WILL BE PROVIDED IN THE MEANS OF

EGRESS IN THE MODIFIED SPACES.

MARKING OF MEANS OF EGRESS

NFPA 101.7.10 ADDITIONAL ILLUMINATED EXIT

SIGNAGE WILL BE PROVIDED TO INDICATE THE

PATHS OF TRAVEL TO EXITS.

13A. EGRESS CAPACITY NFPA 101.7.3.3 TABLE 7.3.3.1 STAIRS: 0.3” PER

PERSON,

LEVEL COMPONENTS AND RAMPS: 0.2” PER PERSON;

DOORS: MINIMUM 32”.

13B. NUMBER OF MEANS OF EGRESS

NFPA 101.7.4.1.2 AND CHAPTERS 12-42.

OCCUPANT LOAD OVER 100, 2 EXITS REQUIRED AND

ARE PROVIDED FROM THE NEW OFFICE SPACE.

13C. DEAD END LIMITS AND COMMON PATH OF

TRAVEL

BUILDING 3101 DEAD ENDS ARE LIMITED TO LESS

THAN THE MAXIMUM ALLOWABLE 50 FEET IN THE

OFFICE AND STORAGE AREAS.

COMMON PATHS OF TRAVEL ARE LIMITED TO LESS

THAN THE MAXIMUM ALLOWABLE 100 FEET FROM

OFFICES AND SUPPORT SPACES.

13D. MEASUREMENT OF TRAVEL DISTANCE TO

EXITS

NFPA 101.7.6 AND CHAPTERS 12-42.

BUSINESS TRAVEL DISTANCE MAXIMUM-300 FT

MAXIMUM EXPERIENCED IN NEW SPACE IS 65 FEET.

STORAGE S-1 TRAVEL DISTANCE TO EXIT: 400 FT

W/SPRINKLERS. MAXIMUM EXPERIENCED IN NEW

SPACE IS APPROXIMATELY 140 FEET.

13E. SEPARATION OF MEANS OF EGRESS BUILDING 3101 THERE ARE NO EXITING CHANGES

RESULTING FROM THE SCOPE OF WORK IN EITHER

BUILDING. NO SEPARATION OF THE MEANS OF

EGRESS IS REQUIRED AS THE BUILDING IS A SINGLE

STORY AND TRAVEL DISTANCES ARE WITHIN

MAXIMUM ALLOWABLE DISTANCES.

13F. DISCHARGE FROM EXITS NFPA 101.7.7 ALL EXISTS DISCHARGE TO A CLEAR

OPEN PUBLIC WAY.

14. OCCUPANT LOAD NFPA 101.7.3.1 AND CHAPTERS 12-42,

IBC 2016 CHAPTER 10.

3101 STORAGE (WAREHOUSE): 500 SF/PP.

AREA WITHIN SCOPE IS A BUSINESS OCCUPANCY.

OCCUPANT LOAD IS INCREASING BY A CALCULATED

45 PERSONS BUT A MANNING LOAD OF 5 PERSONS.

15. ACCESSIBILITY REQUIREMENTS

ADA AND ABA ACCESSIBILITY GUIDELINES FOR

BUILDINGS AND FACILITIES

BUILDING 3101 AN AREA OF REFUGE IS BEING

PROVIDED OUTSIDE AN ADJACENT EXIT OUTSIDE

THE SCOPE OF WORK.

DE=27

EXISTING LOADING DOCK WITH CANOPY - NO WORK THIS AREA

VEHICLE RAMP

EXISTING CONCRETE

GARAGE DOOR

EXISTING SLIDING

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35,633 / 500 = 72 OCCUPANTS

40,000 - 4,367 = 35,633 SF

200' X 200' = 40,000 SF

EXISTING WAREHOUSE - NO WORK THIS AREA

3,774 SF / 500 = 8 OCCUPANTS

74' X 51' = 3,774 SF

NO WORK THIS AREA

EXISTING WAREHOUSE DISTRIBUTION

ACCESSIBLE RAMP (TO REMAIN)

EXISTING ADA / ABA HANDICAP

EGRESS PATH (<100 LF)

100 = 44 OCCUPANTS

AREA AND REPLACE

DEMO EXISTING OFFICE

NO CHANGE IN OCCUPANCY

REPLACE WITH NEW RESTROOMS

DEMO EXISTING RESTROOMS AND

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AREA OF REFUGE

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SEE FIRE ALARM PLANS FOR ANNUNCIATOR LOCATIONS AND TYPE.J.

SEE ELECT. PLANS AND SCHEDULES FOR LOCATION AND TYPE OF EXIT LIGHTS.I.

SEE SHEETS A-111 AND A-112 FOR ENLARGED PLANS AND ROOM NAMES.H.

CONSTRUCTION. COORDINATE LOCATION(S) WITH CONTRACTING OFFICER.

RELOCATE FIRE EXTINGUISHERS FROM DEMO PARTITIONS TO NEAREST NEW

EXISTING FIRE EXTINGUISHERS IN WAREHOUSE (TO REMAIN).

PROVIDE A MINIMUM OF (3) FIRE EXTINGUISHERS AT NEW RENOVATION.G.

116 X 0.2 = 24 INCH. PROVIDE 36" MINIMUM DOOR WIDTH AT EGRESS EXITS.

CONSIDER 72 + 44 = 116 OCCUPANTSF.

DEMO EXISTING OFFICE AREA AND REPLACE WITH NEW OFFICE AREA

OFFICE AREAE.

35,633 / 500 = 72 OCCUPANTS

WAREHOUSE / DISTRIBUTION AREAD.

EXISTING UNIT-E AREA = APPROXIMATELY 200' X 200' = 40,000 SF < 70,000 SF

ADD FOR SPRINKLER INCREASE (1-STORY) = 70,000 X 3 = 210,000 SF MAX.

MAXIMUM BUILDING SIZE FOR S1 OCCUPANCY (WORST CASE) = 70,000 SF

TYPE II CONSTRUCTION, SPRINKLERED, NON-SEPARATED MIXED OCCUPANCY.

UNIT - E SUMMARY:C.

REFERENCE SHEET A-010 FOR LIFE SAFETY CODE ANALYSIS.B.

DIMENSIONS PRIOR TO CONSTRUCTION.

THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND A.

0 8' 32'16'

A1

FIRST FLOOR - LIFE SAFETY PLAN

SCALE: 1/16" = 1'-0"

SQ. FEET SQ. METERSDD FORM 1391 LIMITATION

32,6043,029RENOVATIONS TO BUILDING 3101

SQ. FEETSQ. METERS AS DESIGNED

5,408502RENOVATIONS TO BUILDING 3101

LEGEND

TRAVEL DISTANCE (MEASURED IN FEET)1.

COMMON PATH (MEASURED IN FEET)2.

STORAGE (500 GROSS SQFT/PERSON)

ASSEMBLY (15 NET SQFT/PERSON)

BUSINESS (100 GROSS SQFT/PERSON)

6. EXIT CAPACITY

(INCH)EXIT CLEAR WIDTH=Z

(PERSON)EXIT CAPACITY=Y

(PERSON)OCCUPANTS USING EXIT=X

(INCH/PERSON)EXIT CAPACITY FACTOR=W

NEW 1 HOUR FIRE RESISTANCE (BARRIER)

SEE DWGS A-111 & A-112

PORTABLE FIRE EXTINGUISHER7.

FE

CODE ANALYSIS, SHEET A-100

FOR REQUIREMENTS REFER TO LIFE SAFETY

CP=XX

TD=XX

OCCUPANT LOAD4.

XX

XX

XX

FIRE RESISTANCE RATING5.

X

Y

W

Z

8. EMERGENCY EXIT LITGH

XX FACTORY / INDUSTRIAL (100 GROSS SQFT/PERSON)

FEC

DE=XX

DEAD END CORRIDOR (MEASURED IN FEET)3.

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NEW CONSTRUCTION

EXISTING CONSTRUCTION

GENERAL SHEET NOTES

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SCALE: 1/16" = 1'-0"

0 8' 32'16'

SEE SHEET AD101. FOR ADDITIONAL INFORMATION.

DEMO EXISTING OFFICE AREA AND CONSTRUCT NEW OFFICES,E.

EXISTING MECHANICAL ROOM WALLS AND CEILING TO REMAIN.D.

SEE SHEET AD102 FOR ADDITIONAL INFORMATION

DEMO EXISTING RESTROOM/OFFICE AND CONSTRUCT NEW RESTROOMS,C.

RENOVATED TO BE PROVIDED.

REPLACEMENT OF MECHANICAL SYSTEMS AND CONTROLS IN AREAS TO BE B.

OCCUPIED AND WILL BE SIGNED TO SAY SO.

THE WAREHOUSE. HORIZONTAL DECK WILL NOT BE LOAD BEARING OR

SEPARATE REST ROOM OCCUPANCIES FROM THE STORAGE OCCUPANCY OF

OCCUPANCY FROM THE STORAGE OCCUPANCY OF THE WAREHOUSE AND TO

A 1-HOUR FIRE RATED HORIZONTAL DECK IS REQUIRED TO SEPARATE OFFICE A.

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E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

S E

P T

E M

B E

R

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E T

N

UNIT- A UNIT- B UNIT- C UNIT- D UNIT- E

N

-O

C T -2

:5

A R

C H

IT

E C

T U

R A

L

F

IR

S T F

L O

O R P

L A

N

A R

E A A

A-111

FOR CONSTRUCTION

M J

O H

N S

O N

J

O C

A S

IO

S A

N G

E R

H A

U S

E N

G

R

IG

G

IN

S

P T F

L -1

-3

-A -1

.d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

-1

-1

O J E

C T -N

O

A1

FIRST FLOOR PLAN - UNIT E - AREA A

SCALE: 3/16" = 1'-0"

8'0 4' 16'

T O R

E M

A

IN

N

IC

E X

IS

T

IN

G S

L

ID

IN

G D

O

SHEET KEYNOTES

GENERAL SHEET NOTES

SEE WALL TYPES ON SHEET A-112.E.

BASE AND WALL TILE UP TO 5'-0" WITH PAINTED FINISH ABOVE.

RESTROOMS TO HAVE CERAMIC TILE FLOOR FINISH, COVED CERAMIC D.

CORRIDORS AND IPE TO HAVE VCT FLOOR FINISH.C.

FRAMING DETAILS.

REFER TO SHEET A-150 FOR NEW CEILING REQUIREMENTS AND

AND SUSPENDED ACOUSTICAL CEILINGS BELOW 1HR RATED CEILING.

CARPET; BASE; PAINTED GYPSUM WALLS, DOORS, AND DOOR FRAMES;

OFFICE AND CONFERENCE AREAS ARE TO BE FINISHED TO INCLUDE B.

SYSTEMS AND CONTROLS IN AREAS TO BE RENOVATED.

REFERENCE MECHANICAL FOR REPLACEMENT OF MECHANICAL A.

1. EXISTING EXTERIOR BUILDING WALL TO REMAIN.

2. EXISTING INTERIOR WALL TO REMAIN

3. NEW METAL STUD WITH PAINTED GYPSUM BOARD FINISHED

PARTITIONS.

4. NOT USED.

5. CASEWORK COUNTER WITH SHELF BELOW, SEE ELEVATIONS

A4 & A6 / A-601

6.

SEE DETAIL E7 / A-601 EXTERIOR AND E9 / A-601 INTERIOR.

COORD. LOCATIONS TO PROTECT CORNERS OF NEW MECH.

EQUIP.

NEW CONSTRUCTION

EXISTING CONSTRUCTION

LEGEND

A

T E

L E

C O

M M

U N

IC

A T

IO

N S R

O O

M R

E L

O C

A T

IO

N

2'-11 1/2"

/8

1'-6" 3'-0" 11'-1"

12'-0"

5'-5" 5'-8"

B1

A1

B2

B2

A2

B2

B2

B1

B1

B1

B2

B2

1'-6"

B2

B2

B2

B2

(NO WORK THIS AREA)

EXISTING WAREHOUSE

E X

IS

T

IN

G F

IR

E W

A L L B

E T

W E

E N U

N

IT

S

13'-10" (VIF)

/2 (V

IF

B2

B2

/4

HC

HC

HC

HC

HC

HC

HC

HC

WAREHOUSE - UNIT E

MEN TLT

MECH. RM.

WOMEN TLT

PUMP RM.

WH

T A

S K O

R D

E R N

O

D E

S

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N E

D B

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D E

S C

R

IP

T

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N

M A

R K

S

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E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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A L P

L A

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W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

S E

P T

E M

B E

R

A N

S I

D :1

L

A K

E S

ID

E C

E N

T R

E W

A Y

S U

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E

K N

O X

V

IL

L E T

N

UNIT- A UNIT- B UNIT- C UNIT- D UNIT- E

N

53 54 55

E

F

G

H

D

9 10

TELECOM RM.

-O

C T -2

:5

A R

C H

IT

E C

T U

R A

L

F

IR

S T F

L O

O R P

L A

N

A R

E A B

A-112

FOR CONSTRUCTION

M J

O H

N S

O N

J

O C

A S

IO

S A

N G

E R

H A

U S

E N

G

R

IG

G

IN

S

P T F

L -1

-3

-A -1

.d w g

IS

S U

E F

O R C

O N

S T

R U

C T

IO

N -2

-1

R

E S

P O

N S

E T

O C

L

IE

N T C

O M

M E

N T S

-0

-1

T

E L E

C O

M M

U N

IC

A T

IO

N S R

O O

M R

E L

O C

A T

IO

N -1

O J E

C T -N

O

A1

FIRST FLOOR PLAN - UNIT E - AREA B

SCALE: 3/16" = 1'-0"

8'0 4' 16'

SHEET KEYNOTES

GENERAL SHEET NOTES

SEE A1/A-401 FOR ADDITIONAL INFORMATION.E.

CEILINGS: MOISTURE RESISTANT 1/2" GWB·

TILE UP TO 5'-0" AFF WITH PAINTED FINISH ABOVE.

ALL OTHER WALLS: MOISTURE RESISTANT 5/8" GWB AND WALL ·

THICK FIBER REINFORCED CEMENT BOARD.

SHOWER WALLS: FULL HEIGHT TILE WALLS BACKED WITH 1/2" MIN ·

BASE: COVED CERAMIC TILE ·

FLOORS: CERAMIC TILE·

RESTROOMS FINISHES SHALL BE AS FOLLOWS:D.

CORRIDORS AND IPE TO HAVE VCT FLOOR FINISH.C.

SYSTEMS AND CONTROLS IN AREAS TO BE RENOVATED.

REFERENCE MECHANICAL FOR REPLACEMENT OF MECHANICAL B.

SAWCUTTING OF THE EXISTING CONCRETE SLAB IS REQUIRED.A.

WALL TYPE LEGEND # SHOWN THUS

A1

A2

5/8" GYPSUM BOARD (LEVEL 4 FINISH)

R-11 UN-FACED FIBERGLASS BATT INSULATION

3 5/8" (20 GAUGE) STEEL STUDS @ 16" OC

5/8" GYPSUM BOARD (LEVEL 4 FINISH)

NON-RATED INTERIOR PARTITION

PLUMBING PLANS.

NEW JANITOR'S SINK WITH MOP/BROOM SS SHELF ABV, SEE 7.

RETARDANT TREATED.

EQUIPMENT AND FURNISHINGS, ETC. ALL BLOCKING TO BE FIRE

COORDINATE BLOCKING WITH TOILET ACCESSORIES, CASEWORK, 6.

REFERENCE INTERIORS FOR FINISH SCHEDULE.

ABOVE CEILING.

ALL INTERIOR PARTITIONS SHALL EXTEND A MINIMUM OF 12 INCHES 5.

LOCATIONS (i.e. MEN'S TOILET, WOMEN'S TOILET, PUMP ROOM).

PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL WET 4.

DESIGN STANDARDS.

WHERE REQUIRED TO PREVENT MOVEMENT CRACKING PER MFGR.

CONTROL JOINTS IN GYPSUM BOARD NOT TO EXCEED 30 LF AND

LIGHT GAUGE METAL FRAMING CONTRACTOR SHALL PROVIDE 3.

STRUCTURAL ENGINEER APPROVED DESIGN.

WALLS SHALL INCLUDE A STRUCTURAL TOP PLATE TRACK PER

DIRECTLY OVER STUD FRAMING BELOW. ALTERNATE: BEARING

1-HOUR RATED CEILING CONSTRUCTION JOISTS SHALL BEAR 2.

WORKMANSHIP.

NECESSARY TO COMPLY WITH MFGR. DESIGN STANDARDS AND

MEMBER SIZE, TYPE AND GAUGE WITH STRUCTURAL ENGINEER AS

LIGHT GAUGE METAL FRAMING CONTRACTOR SHALL COORDINATE 1.

5/8" GYPSUM BOARD (LEVEL 4 FINISH)

R-11 UN-FACED FIBERGLASS BATT INSULATION

3 5/8" (20 GAUGE) STEEL STUDS @ 16" OC

NON-RATED INTERIOR PARTITION

B1

B2

5/8" GYPSUM BOARD (LEVEL 4 FINISH)

R-11 UN-FACED FIBERGLASS BATT INSULATION

6" (20 GAUGE) STEEL STUDS @ 16" OC

5/8" GYPSUM BOARD (LEVEL 4 FINISH)

NON-RATED INTERIOR PARTITION

5/8" GYPSUM BOARD (LEVEL 4 FINISH)

R-11 UN-FACED FIBERGLASS BATT INSULATION

6" (20 GAUGE) STEEL STUDS @ 16" OC

NON-RATED INTERIOR PARTITION

1. INTERIOR WALL SEPARATOR- FIRE RATED OPENINGS.

2.EXISTING INTERIOR CONSTRUCTION TO REMAIN

3.NEW METAL STUD WITH PAINTED GYPSUM BOARD FINISHED

PARTITIONS.

4.UTILITY SINK, SHELF, AND MOP HANGERS.

5.EXISTING SEWER SUMP PUMP (SEE PLUMBING).

6.

SEE DETAIL E7 / A-601 EXTERIOR AND E9 / A-601 INTERIOR.

COORD. LOCATIONS TO PROTECT CORNERS OF NEW MECH. EQUIP.

7. 3'-0" X 7'-0" HM FRAME AND DOOR WITH STORAGE LOCKSET.

8.PATCH WALLS AND PAINT TO MATCH

9.FLOOR TO MATCH TO EXISTING.

10.BASE TO MATCH EXISTING.

C1

6" FIBERGLASS BATT INSULATION

SIDE 2: 5/8" FIRE SHIELD GYPSUM BOARD

SIDE 1: 5/8" FIRE SHIELD GYPSUM BOARD

6" WIDE (20 GAUGE) STEEL STUDS @ 16" O.C.

BOTTOM:

FROM FLOOR TO UNDERSIDE OF STRUCTURE, SEAL TOP AND

AND INSULATED WALL, ALL PARTITION COMPONENTS EXTEND

1 HR RATED (NGC 2013022, UL DESIGN NO. U465) NON-BEARING

C2

6" FIBERGLASS BATT INSULATION

SIDE 2: 5/8" GYPSUM BOARD (LEVEL 4 FINISH)

SIDE 1: NONE

6" WIDE , 20 GA @ 16" O.C.

NON-RATED NON-BEARING AND INSULATED WALL

(ROOM SIDE)

B

FRAMING GENERAL NOTES

A7

ENLARGED PARTIAL FLOOR PLAN AT NEW TELECOM RM

SCALE: 3/16" = 1'-0"

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K D

IS

T R

IC

T

F

E D

E R

A L P

L A

Z A

N E

W Y

O R

K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

O F

K C -4

A B

E D

D O

W N

M C

G U

IR

E A

F B

B U

R L

IN

G T

O N C

O U

N T

Y

N E

W J

E R

S

E

R -1

-D -0

S E

P T

E M

B E

R

A N

S I

D :1

L

A K

E S

ID

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A Y

S U

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E

K N

O X

V

IL

L E T

N

UNIT- A UNIT- B UNIT- C UNIT- D UNIT- E

N

VEST

WAREHOUSE

ELECT. RM.

MECH. RM.

A-150

F3

TYP

EXH

E X

IS

T

IN

G

1HR FIRE RATED CEILING ABOVE ACOUSTICAL CEILING - SEE NOTES

(NEW WALL CONSTRUCTION AND CEILINGS THIS AREA)

H

R F

IR

E R

A T

E D C

E

IL

IN

G A

B O

V E A

C O

U S

T

IC

A L C

E

IL

IN

G S

E E N

O T

E S

N

E W W

A L L C

O N

S T

R U

C T

IO

N A

N D C

E

IL

IN

G S T

H

IS

A

R E

A

EXISTING MECH. ROOM WALLS AND CEILING TO REMAIN

EXISTING CEILING TO REMAIN - NO WORK IN THIS AREA

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"9'-0"9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

DEMO EXISTING ACT AT NEW TELECOM RM

TELECOM RM.

EXH

EXH

N E

W W

A L L S A

N D C

E

IL

IN

G S

9'-0"

9'-0"

1. FINISH FLOORING -- MIN 19/32 IN. THICK WOOD STRUCTURAL PANELS, MIN GRADE

"UNDERLAYMENT" OR "SINGLE-FLOOR". FACE GRAIN OF PLYWOOD OR STRENGTH AXIS OF

PANEL TO BE PERPENDICULAR TO JOISTS WITH JOINTS STAGGERED. LONG EDGES SHALL

BE T & G.

2. FLOORING FASTENERS — (NOT SHOWN) - THE SUBFLOORING (FIRST LAYER) OF EACH

FLOOR SYSTEM AND FINISH FLOORING OF SYSTEM NO. 1 ARE TO BE FASTENED TO THE

STEEL JOISTS WITH TYPE S12 BY 1-15/16 IN. LONG SELF-DRILLING, PILOT POINT, STEEL

SCREWS. THE SCREWS ARE TO BE SPACED 6 IN. OC AROUND THE PERIMETER OF THE

FLOOR AND AT ALL END (BUTT) JOINTS OF THE PANELS. SPACING IN THE FIELD TO BE 10 IN.

OC. FOR FLOORING SYSTEM NO. 2, THE FINISH FLOORING IS TO BE FASTENED TO THE

SUBFLOORING WITH TYPE S12 BY 2 IN. LONG STEEL SCREWS SPACED 6 IN. OC AROUND

THE PERIMETER OF THE FLOOR AND AT ALL END (BUTT) JOINTS OF THE FINISH FLOORING

PANELS. SPACING IN THE FIELD TO BE 10 IN. OC WITH ROWS OF SCREWS SPACED 16 IN. OC.

3. STRUCTURAL STEEL MEMBER — MIN W8 X 15 WIDE FLANGE STEEL BEAM.

4. STEEL JOISTS — THE JOISTS ARE CHANNEL-SHAPED, MIN 7 IN. DEEP WITH MIN 1-5/8 IN.

WIDE FLANGES AND 1/2 IN. LONG STIFFENING FLANGES. THE JOISTS ARE FABRICATED

FROM MIN NO. 18 MSG GALV STEEL. MIN YIELD STRENGTH OF STEEL IS EITHER 33,000 OR

40,000 PSI WITH CORRESPONDING MAX WORKING STRESS OF 20,000 AND 24,000 PSI. JOISTS

SPACED MAX 24 IN. OC. AT JOIST SPLICES BEARING ON SUPPORTS, JOISTS ARE

OVERLAPPED A MIN OF 3 IN. WHEN CEILING DAMPER (ITEM 8) IS USED, MIN JOIST DEPTH IS

14 IN.

5. JOIST STIFFENERS — (NOT SHOWN) - CHANNEL-SHAPED STIFFENERS, MADE FROM MIN

NO. 18 MSG GALV STEEL. STIFFENERS ARE 6-13/16 IN. LONG, 3-1/2 IN. DEEP WITH 1-5/8 IN.

FLANGES AND 1/2 IN. STIFFENING FLANGES. THE JOIST STIFFENERS ARE USED AT ALL

BEARING LOCATIONS OF THE JOISTS.

6. JOIST BRIDGING — (NOT SHOWN) - INSTALLED IMMEDIATELY AFTER JOISTS ARE

ERECTED AND BEFORE CONSTRUCTION LOADS ARE APPLIED. THE BRIDGING CONSISTING

OF JOIST SECTION CUT TO LENGTH AND PLACED BETWEEN OUTER SUPPORTS, ADJACENT

TO OPENINGS AND AT MID-SPAN WITH 8 FT OC MAX SPACING. BRIDGING CHANNELS ARE

SCREW-ATTACHED AT EACH END TO JOIST WEBS USING ANGLE CLIPS. V-BRACING OF 1-1/2

IN. BY 20-GAL GALVANIZED STEEL IS SCREW-ATTACHED TO BOTTOM JOIST FLANGE

BETWEEN BRIDGING CHANNELS.

6A. HORIZONTAL JOIST BRIDGING — USED IN LIEU OF ITEM 6 IN SAME JOIST BAY AS

CEILING DAMPER (ITEM 8), WHEN CEILING DAMPER IS EMPLOYED. JOIST SECTION CUT TO

LENGTH AND SECURED TO JOISTS ABOVE BOTTOM FLANGES WITH TYPE S12 SCREWS AND

1-1/2 BY 1-1/2 IN. NO. 18 MSG GALV STEEL ANGLES.

7. BEAM CAGE — THE CAGE USED TO SUPPORT THE GYPSUM BOARD BEAM PROTECTION IS

FABRICATED FROM NO. 24 MSG ELECTROGALVANIZED STEEL ANGLE WITH 7/8 BY 1-3/8 IN.

LEGS AND NO. 25 MSG, ELECTROGALVANIZED STEEL CHANNEL STUDS, 2-1/2 IN. WIDE WITH 1

IN. LEGS. ANGLES ARE FASTENED TO THE STEEL JOISTS USING 1/2 IN. PAN HEAD STEEL

SHEET METAL SCREWS.

8. CEILING DAMPER* — (OPTIONAL) - MAX NOM AREA SHALL BE 198 SQ IN. MAX

RECTANGULAR SIZE SHALL BE 12 IN. WIDE BY 16-1/2 IN. LONG. MAX HEIGHT OF DAMPER

SHALL BE 8-3/4 IN. AGGREGATE DAMPER OPENINGS SHALL NOT EXCEED 99 SQ IN. PER 100

SQ FT OF CEILING AREA. DAMPER INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS

INSTALLATION INSTRUCTIONS PROVIDED WITH THE DAMPER. A STEEL GRILLE (ITEM 13)

SHALL BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS.

RUSKIN COMPANY — MODEL CFD7

9. CEILING DAMPER SUPPORT — (NOT SHOWN) - PROVIDED WITH CEILING DAMPER.

SUPPORT SECURED TO CEILING DAMPER AND STEEL JOISTS IN ACCORDANCE WITH

INSTALLATION INSTRUCTIONS PROVIDED WITH CEILING DAMPER.

10. GYPSUM BOARD* — FOR CEILING - TWO LAYERS OF 1/2 IN. THICK GYPSUM BOARD

INSTALLED WITH LONG DIMENSIONS PERPENDICULAR TO JOISTS. BASE LAYER ATTACHED

TO STEEL JOISTS USING 1 IN. LONG, TYPE S12 BUGLE HEAD STEEL SCREWS SPACED 8 IN.

OC ALONG BUTT JOINTS AND 12 IN. OC IN FIELD ALONG THE JOISTS. BUTT JOINTS TO

OCCUR BENEATH JOISTS WITH SCREWS LOCATED 1/2 IN. FOR THE BUTT JOINTS. OUTER

LAYER ATTACHED TO ASSEMBLY USING 1-1/2 IN. LONG, TYPE G BUGLE HEAD STEEL

SCREWS SPACED 8 IN. OC ALONG BUTT JOINTS AND WITH 1-5/8 IN. LONG, TYPE S12 BUGLE

HEAD STEEL SCREWS SPACED 12 IN. OC IN THE FIELD ALONG THE JOISTS. BUTT JOINTS OF

OUTER LAYER TO OCCUR BETWEEN JOISTS WITH SCREWS LOCATED 3/4 IN. FROM THE

BUTT JOINTS. EDGE JOINTS TO BE STAGGERED BETWEEN LAYERS. FOR BEAM - TWO

LAYERS OF 1/2 IN. THICK GYPSUM BOARD FASTENED TO BEAM CAGE. INNER LAYER

SECURED USING 1 IN. LONG, TYPE S12 BUGLE HEAD STEEL SCREWS SPACED 12 IN. OC AND

OUTER LAYER FASTENED TO CAGE USING 1-5/8 IN. LONG, TYPE S12 BUGLE HEAD STEEL

SCREWS SPACED 12 IN. OC. JOINTS ARE TO BE STAGGERED BETWEEN LAYERS.

9'-0"

B.O. 2' X 2' ACOUSTICAL CLG

12'-0"

B.O. 1HR RATED CLG

1HR RATED WALL

1-HOUR RATED PARTITION WALL

-O

C T -2

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A R

C H

IT

E C

T U

R A

L

F

IR

S T F

L O

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E

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IN

G P

L A

N

O V

E R

A L L

A-150

FOR CONSTRUCTION

M J

O H

N S

O N

J

O C

A S

IO

S A

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E R

H A

U S

E N

G

R

IG

G

IN

S

P T F

L -1

-3

-A -1

.d w g

IS

S U

E F

O R C

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S T

R U

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N -2

-1

R

E S

P O

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E T

O O

W N

E R C

O M

M E

N T S

-0

-1

-1

O J E

C T -N

O

A1

REFLECTED CEILING PLAN - UNIT E

SCALE: 1/8" = 1'-0"

GENERAL SHEET NOTES

2X4 LAY-IN LIGHT FIXTURE

2X2 LAY-IN CEILING GRID

RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

RESTROOM EXHAUST FAN

1/2" GYPSUM BOARD CEILING w/ SMOOTH PAINTED FINISH

SHOWER LIGHT/ EXHAUST FAN

SPRINKLER HEADS

REFLECTED CEILING LEGEND

AB

0 8'4' 16'

A. SEE SHEET A-601 FOR DOOR SCHEDULE.

B. REPLACEMENT OF MECHANICAL SYSTEMS AND CONTROLS IN

AREAS TO BE RENOVATED TO BE PROVIDED.

C. PROVIDE ACCESS AND ALL CONNECTIONS FOR OWNER

PROVIDED EQUIPMENT.

D. 1HR RATED CEILING ABOVE ACOUSTICAL CEILING: UL DESIGN NO.

L524 TOP OF RATED CEILING @ 12'-0" AFF. PROVIDE AND SUBMIT

A COMPLETE SET OF SHOP DRAWINGS WITH LIGHT GAUGE

FRAMING AND ASSOCIATED STRUCTURAL MEMBERS OF

DELEGATED DESIGN SIGNED AND SEALED BY A PROFESSIONAL

LICENSED ENGINEER IN THE STATE OF NEW JERSEY.

E. REFERENCE: INTERIORS FOR CEILING HEIGHT AND FINISHES.

F. REFERENCE: ELECTRICAL FOR FIXTURE TYPE AND LOCATION.

G. REFERENCE: MECH. FOR DIFFUSER TYPE AND LOCATION.

REFERENCE: MECH. FOR FIRE DAMPERS AND PENETRATION FIRE

CAULKING DETAILS.

H. REFERENCE: FIRE PROTECTION FOR SPRINKLER HEAD AND

ALARM AND LOCATIONS.

I. PROVIDE SIGNAGE PAINTED ON EXPOSED VISIBLE SURFACE OF

OF PLYWOOD DECK AT 1-HOUR RATED CEILING ASSEMBLY

STATING 'NO STORAGE ALLOWED'. THIS PLATFORM IS NOT

INTENDED FOR STORAGE WEIGHT. PROVIDE SIGN CONSISTING

OF 2" YELLOW LETTERING PLACED AT 20 FEET AROUND THE

PERIMETER.

CEILING HEIGHT, ELEVATION ABOVE FINISHED FLOOR

1HR RATED CEILING UL DESIGN NO. L524, SYSTEM 1

F3

SECTION @ RATED CEILING

SCALE: NTS

EXH

1X4 LAY-IN LIGHT FIXTURE

T E

L E

C O

M M

U N

IC

A T

IO

N S R

O O

M R

E L

O C

A T

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N

5"

2" 5"

2"

2" AS SCHED. 2"

3"

2" AS SCHED. 2"

2'-0"

2" 2"

2" 2"

AS SCHED. 2"

2" 2"

2" 2"

2" AS SCHED.2"

T A

S K O

R D

E R N

O

D E

S

IG

N E

D B

Y

D E

S C

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IP

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N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8…