Attachment 2 - QJQ ARSR Exterior Building Restoration Project Drawings.pdf

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ENGINEERING SERVICES

OPS INFRASTRUCTURE

ARSR

ELECTRICAL ONE-LINE DIAGRAM

FACILITY EXTERIOR LIGHTING

EXTERIOR BUILDING RESTORATION PROJECT

PR PICO DEL ESTE

NXS

SP

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

06/25/2021 21001848

QJQ-21001848-E003

q jq -2

-e

.d g n

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

C O

N S

T R

U

IO

/2

:2

:3

A

M P lo tt e d b y

V

-C

E

G -E

D

B

F

H

8 7 6 5 4 3 2 1

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

IS

PANEL

E/G

CB 23

LIGHT FIXTURE

LED

3 #12AWG

/4" RMC3

POLE MOUNTED

20AMP

PANEL A

20AMP

CONTROL

LIGHTING

SENSOR

MOTION

6 #12AWG

1 " RMC

4 #12AWG

3/4" EMT

J BOX

LED LIGHT FIXTURE

ON SHELTER

ON WALK PATH

LIGHT FIXTURES

POLE MOUNTED

CB 2

CB 1

MOTION SENOR

NOT TO SCALEE003

ONE-LINE GATE AREA

NOT TO SCALEE003

ONE-LINE SHELTER AND WALK PATH AREA

NOT TO SCALEE001

THREE SENSOR INSTALLED IN PARALLEL 4 CONDUCTORS PER SENSOR

BE DE-ENERGIZED.

HOT WORK NOT AUTHORIZED ALL PANELS SHALL 8.

TO TERMINAL THE CONDUCTORS IN PANEL E/G.

E/G PANEL COORDINATE SHUTDOWN WITH FAA RE 7.

AND INSTALL 1 DOUBLE POLE CIRCUIT BREAKER.

ARSR PANEL A REMOVE 2 SINGLE POLE 20 AMP BREAKER 6.

CONDUIT ENTERING AND EXITING TVSS SHALL BE SEALED 5.

NFPA 70. FAA -C-1217.

ALL INSTALLATION SHALL BE IN ACCORDANCE WITH 4.

SHALL BE WEATHER PROOFED

ALL PENETRATIONS FOR CONDUITS EXITING BUILDINGS 3.

WEATHER PROOFED.

ALL PENETRATIONS TO MOUNT FIXTURES SHALL BE 2.

INSTALLED PER FAA STD-019

ALL RSG CONDUIT SHALL HAVE GROUNDING BUSHING 1.

GENERAL NOTES

qjq-21001848-e003

2021-06-24T20:21:36-0400

HENRY B NEWCOMB

2021-06-24T09:56:55-0400

PAUL E PATNOAD

ELECTRICAL CONDUIT RUNS

QJQ-21001848-E004

lo tt e

PARKING

PLATFORM

ANTENNA

X

BUILDING

GENERATOR

ENGINE

FUEL

TA

NK

BLDG NO 3002

RADOME

GATE

3/4" RMC

3409.41

3405.20

EE

NOTE 1

NOTE 2

NOTE 3

XX

3409.29

PAVEMENT

NOT TO SCALEE004

ONE-LINE GATE AREA

INCHES BELOW FINISH GRADE.

BURIED AT NOT LESS THAN 24

THE TOP OF THE CONDUIT IS

CONDUIT SHALL BE INSTALLED SO

DEPTH OF UNDERGROUND9.

PER FAA-STD-019

COUNTERPOISE SHALL BE GROUNDED

RMC CONDUIT THAT CROSSED8.

GROUNDED PER NFPA 70

LIGHT POLE SHALL BE7.

BONDED WITH GROUND CONDUCTOR.

BONDING BUSHINGS INSTALLED AND

ALL RSC CONDUITS SHALL HAVE6.

VIOLATE NEC OR FAA-C-1217

CONDUITS INSTALLATION SHALL NOT

ALL ELECTRICAL WIRING AND5.

PROOFED.

PENETRATIONS SHALL BE WEATHER

EXTERIOR OF SIDING. ALL ANCHOR

LIGHTS SHALL BE RUN ON

CONDUITS FOR WALL MOUNTED4.

EXACT LOCATION TBD.

INSTALLED AT BASE OF SHELTER

MINIMUM SIZS 12 x12x8 SHALL BE

JUNCTION BOX NEMA 4 RATED3.

11" X 18' X 12' OPEN BOTTOM

22 RATED AND MINIMUM SIZE OF

HANDHOLD SHALL BE ANSI TIER2.

LIQUIDTIGHT CONDUIT AS WHIP TO

BOX. CONTRACTOR CAN UTLIZE

4" X 4" NEMA 4 RATED JUNCTION

STEEL CONDUIT TO A MINIMUM SIZE

CONTRACTOR SHALL USE RIGID1.

qjq-21001848-e004

2021-06-24T20:22:28-0400

HENRY B NEWCOMB

2021-06-24T09:58:08-0400

PAUL E PATNOAD

LIGHTING CONTROL PANEL

QJQ-21001848-E005

K1

TB 1

CONTROL SW1

GROUND BUS BAR

:4 lo tt e

HAND OFF AUTO

LIGHTING PANEL PARTS LIST

ITEM DESCRITION PART # SUGGESTED MANUFACTURE SUGGESTED VENDOR

K1 120 VAC COIL 30AMP CONTACTS TWO POLE 8910DP32V02 SQUARE D GRAINGER

SW1 3 POSTION SELECTOR SWITCH XB4BD33 SQUARE D GRAINGER

LEGEND

PLATE

HAND-OFF-AUTO ZBY2387 SQUARE D GRAINGER

TB1 TERMINAL BLOCK 30A AMP 9080GMB6 SQAURE D GRAINGER

TB1 TERMIANL BLOCK END CAP 9080GM6B SQUARE D GRAINGER

TB1 DIN RAIL 9080GH236 SQUARE D GRAINGER

GROUND BAR BROUND BAR KIT PK9GTA SQUARE D GRAINGER

ENCLOSURE NEMA 1 12"X12"X6" A12N126 HOFFMAN GRAINGER

THE CABINET DOOR SHALL BE BONDED TO THE CABINET 3.

BUS BAR.

MAIN CABINET BOX SHALL BE BONDED TO THE GROUND 2.

12 AWG.

ALL INTERNAL WIRING FOR PANEL SHALL BE MINIMUM 1.

qjq-21001848-e005

2021-06-24T20:23:29-0400

HENRY B NEWCOMB

2021-06-24T09:59:16-0400

PAUL E PATNOAD

LIGHTING CONTROL PANEL WIRING

QJQ-21001848-E006

:5 lo tt e

1 2 3 4 5 6 7 8 9 10 1112 1314 15 16

L1 L2 N G

17 18 19 20

K1-1A

K1-2A

K1-1B

K1-2B

PANEL CASE

FROM HINGED DOOR TO

BAR. INSTALL JUMPER

BONDED TO GROUND BUS

NOTE: PANEL CASE IS

L1

ARSR PANEL

L2 N

RELAY

OFF

HAND

AUTO

SENSOR

MOTION

CONTACT

NO

K1-1

2 POLE

20A

120V 120V

FIXTURES

MOUNTED

EXTERIOR WALL

CONTACT

NO

K1-2

ON WALKWAY

FIXTURES

EXTERIOR POLE

1 POLE

1 POLE

SW1

OFF

INTERNAL CONTACT

MOTION SENSOR WITH

TB1

TERMINAL # BOTTOM TERMINAL TOP TERMINAL NOTES

1 L1 K1-1A & JUMPER TO TB1-6

2 L2 K1-2A

3 NEUTRAL K1 COIL

4 GROUND GROUND BUS BAR

5 NOT USED NOT USED

6 SW1 HAND

JUMPER FROM TB1-1 JUMPER TO

TB1-8

7 SW1 COMMON K1 COIL

8 MOTION SENSOR JUMPER FROM TB1-6

9 MOTION SENSOR JUMPER TO TB1-10

10 SW1 AUTO JUMPER FROM TB1-9

11 NOT USED NOT USED

12 CURCUIT 1 L1 K1-1B

13 CIRCUIT 1 N JUMPER FROM TB1-8

14 CIRCUIT 1 GND FROM GROUND BUS BAR

15 CIRCUIT 2 L2 K1-2B

16 CIRCUIT 2 N JUMPER FROM TB1-13

17 CIRCUIT 2 GND FROM GROUND BUS BAR

18 NOT USED NOT USED

19 NOT USED NOT USED

20 NOT USED NOT USED

PANEL WIRING DIAGRAM

NOT TO SCALE

LOGIC LADDER DIAGRAM

LIGHT CONTROL PANEL

SEQUENCE OF OPERATION

K1 COIL.

EXTERNAL PHOTO CELL WILL ENERGIZE

FRONT PANEL SWITCH PLACED IN AUTO. 3.

BREAKER

PROCEDURES AND SECURE INPUT CIRCUIT

IS STILL IN CABINET. USE PROPER LOTO

K1 COIL IS ENERGIZED. NOTE ELECTRICAL POWER

FRONT PANEL SWITCH PLACED IN OFF , CIRCUIT TO 2.

K1-1 AND K1-2

ENERGIZED CLOSING NORMALLY OPEN CONTACTS

FRONT SWITCH PLACE IN HAND POSITION. K1 COIL 1.

ALL CONDUCTOR SHALL BE LABLELD 4.

CABINET

THE CABINET DOOR SHALL BE BONDED TO THE 3.

GROUND BUS BAR

MAIN CABINET BOX SHALL BE BONDED TO THE 2.

MINIMUM 12 AWG

ALL INTERNAL WIRING FOR PANEL SHALL BE 1.

qjq-21001848-e006

2021-06-25T14:03:03-0400

HENRY B NEWCOMB

2021-06-24T10:00:47-0400

PAUL E PATNOAD

DETAILS

QJQ-21001848-E007

:0 lo tt e

ANSI 7-PIN RECEPTACLE.

HOUSE-SIDE SHIELD, PHOTOCELL, INTEGRAL MOTION SENSOR, AND

OPTIONS - MOUNTING ARM LENGTH, LIGHT DISTRIBUTION,7.

MOUNTING - ARM-MOUNTED ON POLE.6.

COMPLIES WITH IES LM79, LM80 AND TM21 TESTING STANDARDS.

CERTIFICATION - UL LISTED FOR WET LOCATION, ROHS COMPLIANT.5.

PER IEEE.

LUMINAIRE SCHEDULE. MEETS ELEVATED 10KV/10KA REQUIREMENTS

AND FULLY DIMMABLE DOWN TO 10% MINIMUM OR AS INDICATED IN

COMPLIANCE : FCC TITLE 47 PART 15 CLASS B. ON-OFF CONTROL

THERMAL MANAGEMENT, AND < 10% THD. ELECTROMAGNETIC

DRIVER WITH MINIMUM 0.95 PF, OPERATING VOLTAGE OF 120-277V,

DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DIMMABLE4.

INITIAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE SCHEDULE.

CRI UON, AND MINIMUM EFFICACY OF 100 LUMENS/WATT UON.

LIGHT SOURCE - SOLID STATE LEDS, 3000K CCT UON, MINIMUM 703.

RATING AS DETERMINED BY LIGHTING ZONE INSTALLED.

V DISTRIBUTIONS. BUG UPLIGHT RATING OF U0, WITH GLARE

OPTICS - INJECTION MOLDED OPTICS WITH TYPE I, II, III, IV, OR2.

FINISH.

HOUSING - DIE-CAST ALUMINUM HOUSING WITH POWDER COAT1.

LUMINAIRE REQUIREMENTS

INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO

NOTE:THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE

ANSI 7-PIN RECEPTACLE.

HOUSE-SIDE SHIELD, PHOTOCELL, INTEGRAL MOTION SENSOR, AND

OPTIONS - MOUNTING ARM LENGTH, LIGHT DISTRIBUTION,7.

MOUNTING - ARM-MOUNTED ON POLE.6.

ELEVATED 10KV/10KA REQUIREMENTS PER IEEE.

MINIMUM OR AS INDICATED IN LUMINAIRE SCHEDULE. MEETS

COMPLIANCE : FCC TITLE 47 PART 15 CLASS B. DOWN TO 10%

THERMAL MANAGEMENT, AND < 10% THD. ELECTROMAGNETIC

CRI UON, AND MINIMUM EFFICACY OF 100 LUMENS/WATT UON.

V DISTRIBUTIONS. BUG UPLIGHT RATING OF U0, WITH GLARE

OPTICS - INJECTION MOLDED OPTICS WITH TYPE I, II, III, IV, OR2.

FINISH.

HOUSING - DIE-CAST ALUMINUM HOUSING WITH POWDER COAT1.

LUMINAIRE REQUIREMENTSLUMINAIRE REQUIREMENTS LUMINAIRE REQUIREMENTSLUMINAIRE REQUIREMENTS

SENSOR, PHOTOCELL, BATTERY BACK-UP.

OPTIONS - VARIOUS LIGHT DISTRIBUTIONS. INTEGRAL MOTION7.

HARDWARE.

MOUNTING - SURFACE MOUNTED WITH STAINLESS STEEL MOUNTING6.

LUMINAIRE SCHEDULE.

AND FULLY DIMMABLE DOWN TO 10% MINIMUM OR AS INDICATED IN

COMPLIANCE : FCC TITLE 47 PART 15 CLASS B. ON-OFF CONTROL

THERMAL MANAGEMENT, AND < 10% THD. ELECTROMAGNETIC

CRI UON, AND MINIMUM EFFICACY OF 80 LUMENS/WATT UON.

IV DISTRIBUTIONS. BUG UPLIGHT RATING OF U0, WITH GLARE

OPTICS - PRECISION MOLDED ACRYLIC LENS WITH TYPE II, III, OR2.

INTO HOUSING OR DRIVER COMPARTMENT.

PASSIVE COOLING MECHANISM. HEAT SINK INCORPORATED DIRECTLY

HOUSING - DIE-CAST OR EXTRUDED ALUMINUM WITH INTEGRAL1.

LED AREA LUMINAIRE

LED PARKING LOT LUMINAIRE

LED WALL PACK

qjq-21001848-e007

2021-06-24T20:26:06-0400

HENRY B NEWCOMB

2021-06-24T10:01:37-0400

PAUL E PATNOAD

LIGHT POLE DETAILS

QJQ-21001848-E008

:0 lo tt e

"U"

POLE

TYPE

TENON OPTION - 2-3/8" TENON WITH PROVISION

FOR WIRING. COORDINATE WITH LUMINAIRE.

XL-26

MAST ARM OPTION - COORDINATE WIRING AND BOLT HOLES

WITH MAST ARM PROVIDED.

DIM

"U

9"

12"

HEIGHT

8'-12'

13'-20'

21'-30'

36"

42"

12"

31'-40'

72"

78"

16"

24"

30"

"A

"B"

FINISHED GRADE

BASE 1/2"

CHAMFER ALL EDGES OF CONCRETE

SPECIFICATION

HANDHOLE - SEE POLE SKETCH AND

POLE - SEE POLE SKETCH AND

REQUIRED

HANDHOLE; NUMBER AND SIZE AS

CONDUIT STUBBED UP ADJACENT TO

GRADE

FOUNDATION 4" ABOVE

SET TOP OF CONCRETE

CONDUCTOR.

SUPPLY PHASE

SIZE AND TYPE AS

CONDUCTOR TO BE SAME

TO INTERIOR OF POLE.

INTERNAL LUG WELDED

CONDUCTOR - ATTACH TO

GROUNDING

COPPER EQUIPMENT

SOURCE OR NEXT POLE

AND CONDUIT TO POWER

CIRCUIT CONDUCTORS

CONCRETE PER

SOURCE OR NEXT POLE

AND CONDUIT TO POWER

CIRCUIT CONDUCTORS

MANUFACTURER OF POLE

RECOMMENDED BY

ANCHOR BOLTS AS

EACH FACE

#4 BARS VERTICAL AT 6"

HORIZONTALLY

#3 BARS AT 12" ON CENTER

SECTIONAL SHAPE AND COLOR AS INDICATED.

TAPERED OR STRAIGHT STEEL OR ALUMINUM POLE. CROSS

NOTES:

COVER AND STAINLESS STEEL SCREWS.

WIRING HANDHOLE MINIMUM 2 1/2" X 5" CLEAR OPENING WITH

INTERNAL GROUNDING LUG.

TERMINATE C0NDUITS INTERNALLY, ADJACENT TO HANDHOLE.

FULL BASE COVER - TW0 PIECE GALVANIZED STEEL.

CONCRETE FOUNDATION

COORDINATE TOTAL EPA WITH SPECIFICATIONS.

ANCHOR BASE STEEL/ALUMINUM POLE

ANCHOR BASE POLE FOUNDATION

OF 10 FEET.

ALL LAMP POLES INSTALLED SHALL BE AT MAXIMUM HEIGHT 4.

LAMP POLE

CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR SPECIFIED 3.

PLACE.

LEDGE. REBAR ANCHORS SHALL BE FULLY GROUTED IN

OF 6 INCHES PROTRUDING ABOVE THE WITH A MINIMUM

LEDGE. DRILL A MINIMUM OF 6 INCHES INTO THE LEDGE

CONTRACTOR SHALL DRILL AND PIN #4 REBAR INTO THE

REACHING THE DESIRED FOUNDATION DEPTH, THE

IN THE EVENT CONTRACTOR ENCOUNTERS LEDGE BEFORE 2.

STRENGTH 4,000 PSI

CONCRETE SHALL BE MINIMUM 28 DAY COMPRESSIVE 1.

qjq-21001848-e008

2021-06-24T20:26:57-0400

HENRY B NEWCOMB

2021-06-24T10:02:39-0400

PAUL E PATNOAD

PROPOSED CONDUIT RUN IN GENERATOR BUILDING

QJQ-21001848-E009

E/G PANEL

DAY TANK

SPLIT HVAC UNIT CONDENSOR

SPLIT HVAC

3 /4" CONDUIT

CONTROL PANEL

PROPOSED LIGHTING

:1 lo tt e

DEHUMIDIFIER

DEHUMIDIFIER

ATS

ALL EXTERIOR PENETRATIONS SHALL BE WEATHER PROOFED. 4.

PENETRATIONS ON INTERIOR WALL SHALL BE FIRE PROOFED .3.

.SHALL BE INSTALLED IN ACCORDANCE TO FAA-STD-1217

SHALL BE RSG , GROUNDING BUSHINGS SHALL BE INSTALLED. CONDUIT

3/4" CONDUIT FROM LIGHTING CONTROL PANEL TO EXTERIROR WALL 2.

INSTALLED IN ACCRODANCE WITH FAA-STD-1217.

GROUNDING BUSHING SHALL BE INSTALLED. CONDUIT SHALL BE

3/4" CONDUIT FROM E/G TO LIGHTING CONTROL PANEL SHALL BE RSG , 1.

ENGINE GENERATOR BUILDING LAYOUT

qjq-21001848-e009

2021-06-24T20:27:48-0400

HENRY B NEWCOMB

2021-06-24T10:03:27-0400

PAUL E PATNOAD

PROPOSED CONDUIT RUN IN ARSR BUILDING

QJQ-21001848-E010

PANEL A

1" RMC

LIGHTING CONTROLPANEL

lo tt e

TVSS

UP

UNISTRUT

4X2 J-BOX

LIGHT FIXTURE MOUNT

3 /4" RMC CONDUIT

PROPOSED J-BOX

CONDUIT UNDER BUILDING SHALL BE SECURED.5.

ALL INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 70 . FAA -C-1217.4.

PROOFED

ALL PENETRATIONS FOR CONDUITS EXITING BUILDINGS SHALL BE WEATHER 3.

ALL PENETRATIONS TO MOUNT FIXTURES SHALL BE WEATHER PROOFED.2.

FAA STD-019

ALL RMC CONDUIT SHALL HAVE GROUNDING BUSHING INSTALLED PER 1.

PROPOSED LAMP MOUNTING ON ARSR LAYOUT

1ST FLOOR ARSR BUILDING LAYOUT

qjq-21001848-e010

2021-06-24T20:28:35-0400

HENRY B NEWCOMB

2021-06-24T10:05:21-0400

PAUL E PATNOAD

MOTION DETECTION SENSOR

QJQ-21001848-E011

SEPTIC TANK

I.E. 3384.48 T.E. 3388.81

HEADWALL

I.E. = 3377.88

18" DIA ENDS PIPE

I.E .= 3392.50 I.E. = 3394.82

CATCH BASIN

CONCRETE SLAB

CONCRETE

" 50'-0"

30'-0"

PEDESTAL

ELECTRIC

15" DIA ENDS PIPE I.E. = 3419.86

I.E. = 3423.94 lo tt e

X X X X

X X

" D

IA

L

IF

3406.10

X3405.20

3400.33

X3395.92

3396.49

3395.19

X3394.98

3393.98

3394.33

3389.95

X3387.95

3392.05

3393.33

.R

3403.23

W

R

IN

SS

(BLDG NO. 311)

FOUNDATION

(BLDG NO. 3036)

FOUNDATION (BLDG NO. 3012)

EDG

CLI

FF

BRONZE. CONTRACTOR SHALL SUBMIT COLOR SAMPLE FOR APPROVAL.

COLOR OF LIGHT FIXTURE BE NON-REFLECTIVE BLACK OR DARK 5.

MAXIMUM TIME PER SENSOR IS 5 MINUTES

MOTION SENSOR SHALL BE ON BUILDING SHALL BE WIRED IN PARALLEL 5.

APPROVED EQUIVALENT.

DESIGN BASED ON RAB LIGHTING STL2000 MOTION DETECTION OR 4.

15 CLASS B

THD 10% MAXIMUM ELECTROMAGNETIC COMPLIANCE FCC TITLE 47 PART

FIXTURES SHALL BE LED. LIGHT FIXTURE LED 40K RS3 PF .95 MAXIMUM 3.

ALL PENETRATIONS TO MOUNT FIXTURES SHALL BE WEATHER PROOFED.2.

OF EIGHT FEET.

CONTRACTOR SHALL MOUNT ALL LIGHT FIXTURES AT A MINIMUM HEIGHT 1.

SITE PLAN

PIR MOTION DETECTORS FOR LIGHTS ON BUILDINGSITE PLAN

SCALE: 1" = 20'

20' 40'020'

PIR MOTION DETECTORS LOOK-OUT ZONES

PIR MOTION DETECTORS LOOK-DOWN ZONE

qjq-21001848-e011

2021-06-24T20:29:24-0400

HENRY B NEWCOMB

2021-06-24T12:37:47-0400

PAUL E PATNOAD

COVER SHEET

QJQ-21001848-G001

-g lo tt e

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

AVIA

I

LAR

TRAT

SI

NI

QJQ/ARSR - PICO DEL ESTE, PUERTO RICO

qjq-21001848-g001

2021-06-25T14:03:59-0400

HENRY B NEWCOMB

2021-06-28T09:07:25-0400

SUSHMA H PATEL

INDEX SHEET

QJQ-21001848-G002

lo tt e

DRAWING LIST

DRAWING NO. REV. DATE DESCRIPTION

QJQ-21001848-E011

QJQ-21001848-E010

QJQ-21001848-E009

QJQ-21001848-E008

QJQ-21001848-E007

QJQ-21001848-E006

QJQ-21001848-E005

QJQ-21001848-E004

QJQ-21001848-E003

QJQ-21001848-E002

QJQ-21001848-E001

QJQ-21001848-D001

QJQ-21001848-C010

QJQ-21001848-C009

QJQ-21001848-C008

QJQ-21001848-C007

QJQ-21001848-C006

QJQ-21001848-C005

QJQ-21001848-C004

QJQ-21001848-C003

QJQ-21001848-C002

QJQ-21001848-C001

QJQ-21001848-G002

QJQ-21001848-G001

06/25/2021

FACILITY EXTERIOR LIGHTING MOTION DETECTION SENSOR

FACILITY EXTERIOR LIGHTING PROPOSED CONDUIT RUN IN ARSR BUILDING

FACILITY EXTERIOR LIGHTING PROPOSED CONDUIT RUN IN GENERATOR BUILDING

FACILITY EXTERIOR LIGHTING LIGHT POLE DETAILS

FACILITY EXTERIOR LIGHTING DETAILS

FACILITY EXTERIOR LIGHTING LIGHTING CONTROL PANEL WIRING

FACILITY EXTERIOR LIGHTING LIGHTING CONTROL PANEL

FACILITY EXTERIOR LIGHTING ELECTRICAL CONDUIT RUNS

FACILITY EXTERIOR LIGHTING ELECTRICAL ONE-LINE DIAGRAM

FACILITY EXTERIOR LIGHTING PHOTOMETRICS

FACILITY EXTERIOR LIGHTING PLAN

DEMO PLAN

STAIRCASE DETAILS SHEET 2 OF 2

STAIRCASE DETAILS SHEET 1 OF 2

WALL SECTIONS I THRU L

WALL SECTIONS E THRU H

WALL SECTIONS A THRU D

PROPOSED WALL SECTON DETAIL

PROPOSED WALL SECTIONS

EXISTING WALL SECTION DETAILS

BUILDING WALL SECTION LAYOUT PLAN

INDEX SHEET

COVER SHEET

qjq-21001848-g002

2021-06-25T14:05:26-0400

HENRY B NEWCOMB

2021-06-28T09:08:52-0400

SUSHMA H PATEL

EXISTING WALL SECTION DETAILS

QJQ-21001848-C003

-c

EXISTING LOUVER

CORRUGATED SIDING

/16"PVC 3X/16"14.2X

REMOVE EXISTING

Y

13'-0"

'-0

CORRUGATED PANEL

REMOVE EXISTING INSULATION MATERIAL BEHIND PVC

RIGID INSULATION

PANELS

PVC CORRUGATED

PANELS

INSULATION BETWEEN

EXISTING 1.5" RIGID

RADOME LOWER WALL

EXISTING CATWALK

GIVT

STEEL DECKING

WALL 16 GAUGE 3N

EXISTING INTERIOR

IN PLACE

EXISTING GIVT TO STAY

COMPOUND OR APPROVED EQUAL.

PANEL, ZRC COLD GALVANIZING REPAIR

ENTIRE SURFACE OF THE EXISTING INTERIOR

APPLY A CORROSION INHIBITING COATING TO THE

DEFORMED WALL PANEL TO ORIGINAL ALIGNMENT.

WALL PANEL ARE DEFORMED POP-OUT THE

BOARD AND GLUE. IF SOME PORTIONS OF THE

REMOVE ALL RESIDUAL OFF OLD INSULATION

THOROUGHLY CLEAN THE OUTER SURFACE.

EXISTING INTERIOR WALL PANEL TO STAY IN PLACE.

OR DUCT COVER

REMOVE EXISTING LOUVER

INSULATION MATERIAL

REMOVE EXISTING 1.5" RIGID

/16"X2" DIA 24" WELDED TO EXIST. METAL SIDING 3

REMOVE EXISTING CONTINUOUS GALV. PLATE

FASTENERS

S/S GROMMENT SEAL

/8" X12" ALUM. FLASHING 1

GALV PLATE

WELDED CORNER

FOAM)

1.5" RIGID INSULATION (STEREO

REMOVE EXISTING CONTINUOUS

WASHER

SEALING

W/BONDED

DRILL

SELF-

SIDING

EXISTING METAL

FASTENERS

S/S GROMMENT SEAL

SEALING WASHER

SELF-DRILL W/BONDED

EXISTING METAL SIDING

SELF-DRILL W/BONDED SEALING WASHER

"X2" DIA 24" WELDED TO EXIST. METAL SIDING /163

REMOVE EXISTING CONTINUOUS GALV. PLATE

CHANNEL

EXISTING

ANGEL WELDED TO

2"X2" GALV/16" X3

REMOVE

PVC CORRUGATED SIDING

/16"3/16"X14.2X

EXISTING OUTER WALL

PVC CORRUGATED SIDING

/16"3/16"X1OUTER WALL 4.2X

UNDAMAGED EXISTING

REMOVE DAMAGED AND

/0 lo tt e

NOTES

WALL SECTIONS.

ADJACENT REPLACE THE WALL PANEL JOINT COVER BETWEEN THE 6.

GALVANIZING REPAIR COMPOUND OR APPROVED EQUAL.

SURFACE OF THE EXISTING INTERIOR PANEL, ZRC COLD

iv) APPLY A CORROSION INHIBITING COATING TO THE ENTIRE

REPAIR WALL PANEL.

iii) IF SECTIONS OF THE WALL PANEL ARE DAMAGED/CORRODED

. THE DEFORMED WALL PANEL TO ORIGINAL ALIGNMENT

ii) IF SOME PORTIONS OF THE WALL PANEL ARE DEFORMED POP-OUT

RESIDUAL OF OLD INSULATION BOARD AND GLUE.

i) THOROUGHLY CLEAN THE OUTER SURFACE. REMOVE ALL

EXISTING INTERIOR WALL PANEL TO STAY IN PLACE. 5.

MATERIAL.REMOVE AND DISPOSE OF THE EXISTING INSULATION 4.

REMOVE AND DISPOSE OF THE EXTERIOR WALL PANEL..3

REMOVAL.

LOUVER/HOOD/WALL DUCTS. CONFIRM WITH COR PRIOR TO

REMOVE AND DISPOSE OF ANY DAMAGED/OBSTACLE .2

EXTERIOR WALL RETROFIT.

RESTORATION WORK SECTION BY SECTION FOR THE TOWER

EXTERIOR ENVIRONMENT, DURING THE EXTERIOR BUILDING

THE IN ORDER TO PROTECT THE TOWER FROM OVER-EXPOSURE TO 1.

EXISTING WALL SECTION - DEMOLITION

EXTERIOR BUILDING RESTORATION

EXTERIOR

INTERIOR

C003

D - 16 GAUGE 3N STEEL DECKING

C - EXISTING 1.5" RIGID INSULATION IN STEEL DECKING CHANNEL

B - EXISTING INSULATION

A - EXISTING PVC CORRUGATED SIDING - OUTER WALL

DETAIL 3

NOT TO SCALEC003

EXTERIOR CORRUGATED SIDING PANEL PLAN 2

EXISTING BOTTOM PVC SIDING INSTALLATION SECTION 3

EXISTING CORNER SIDING DETAIL

EXISTING WALL SECTIONS4

EXISTING TOWER WALL

qjq-21001848-c003

2021-08-04T09:10:26-0400

HENRY B NEWCOMB

2021-08-04T15:11:14-0400

YING XIA CAI

PROPOSED WALL SECTIONS

QJQ-21001848-C004

RADOME LOWER WALL

GIVT

APPROVED EQUAL.

COMPOUND OR

GALVANIZING REPAIR

PANEL, ZRC COLD

SURFACE OF THE

TO THE ENTIRE

INHIBITING COATING

APPLY A CORROSION

ALIGNMENT.

PANEL TO ORIGINAL

THE DEFORMED WALL

DEFORMED. POP-OUT

WALL PANEL ARE

PORTIONS OF THE

AND GLUE. IF SOME

INSULATION BOARD

RESIDUAL OF OLD

REMOVE ALL

THE OUTER SURFACE.

THOROUGHLY CLEAN

IN PLACE.

WALL PANEL TO STAY

PANEL AND SCREW IN PLACE.

INTERIOR OVERLAP ONTO WALL

SAME SIZE AS EXISTING

STEEL DECKING WALL PANEL.

INSTALL NEW 16 GAUGE 3N

CATWALK

CHANNEL.

TOP TO BOTTOM OF

VALUE OF 7 FROM

AN APPROXIMATE R

INSULATION WITH

ENGINEERED RIGID

INSTALL NEW 1"

BOTTOM.

AREAS FROM TOP TO

4 COVERING ALL SURFACE

APPROXIMATE R VALUE OF

INSULATION WITH AN

ENGINEERED FANFOLD

/8"3INSTALL NEW

COLOR

FOREST GREEN

SIDING PANEL

CORRUGATED

/16" PVC 3X

/16"1

OUTER WALL 4.2X

INSTALL NEW

DECKING CHANNEL.

BOTTOM OF STEEL

OF 5 FROM TOP TO

APPROXIMATE R VALUE

INSULATION WITH AN

ENGINEERED RIGID

/2" 1INSTALL NEW

WALL 16 GAUGE 3N

BEAM

CONCRETE FOUNDATION

/0 lo tt e

CORNER SECTIONS.

INSTALL NEW CORNER SIDING ALUMINUM FLASHING AT EACH 8.

FROM TOP TO BOTTOM.

EXTERIOR SURFACE NEEDS TO COVER ALL TOWER WALL SECTIONS

INSTALL NEW PVC CORRUGATED WALL PANEL. THIS IS THE 7.

FROM TOP TO BOTTOM. ADHERE IN BETWEEN INSULATION MATERIAL.

APPROXIMATE R VALUE OF 4. TO COVER ALL TOWER WALL SECTIONS

" FANFOLD INSULATION WITH AN 8

INSTALL NEW ENGINEERED 6.

INSULATION WITH AN APPROXIMATE R VALUE OF 5.

" 2

APPROXIMATE R VALUE OF 7 ADHERED TO THE 2ND LAYER OF

TOGETHER. 1ST LAYER OF 1" ENGINEERED INSULATION WITH AN

FROM TOP TO BOTTOM. 2 LAYERS OF INSULATION ADHERED

CHANNEL INSTALL NEW INSULATION MATERIAL IN STEEL DECKING 5.

ADJACENT WALL SECTIONS.

THE REPAIR OR REPLACE THE WALL PANEL JOINT COVER BETWEEN 4.

WHOLE SECTION/HEIGHT.

WALL PANEL WITH NEW STEEL DECKING PANEL COVERING THE

INTERIOR INSTALL NEW STEEL DECKING PANEL. OVERLAP EXISTING 3.

COMPOUND OR APPROVED EQUAL.

OF THE EXISTING INTERIOR PANEL, ZRC COLD GALVANIZING REPAIR

iv) APPLY A CORROSION INHIBITING COATING TO THE ENTIRE SURFACE

DAMAGED/CORRODED WALL PANEL/SHELL.

FOR INTERIOR WALL SECTIONS REPAIR REPAIR WALL PANEL.

IF SECTIONS OF THE WALL PANEL ARE DAMAGED/CORRODED iii)

. THE DEFORMED WALL PANEL TO ORIGINAL ALIGNMENT

POP-OUT IF SOME PORTIONS OF THE WALL PANEL ARE DEFORMED ii)

OF OLD INSULATION BOARD AND GLUE.

RESIDUAL THOROUGHLY CLEAN THE OUTER SURFACE. REMOVE ALL i)

EXISTING INTERIOR WALL PANEL TO STAY IN PLACE. 2.

BEGIN WITH.

CONSULT AND CONFIRM WITH ONSITE COR WHICH SECTION TO

WALL RETROFIT, CONSTRUCT SECTION BY SECTION A THRU L.

EXTERIOR ENVIRONMENT DURING THE TOWER SHELL/EXTERIOR

THE IN ORDER TO PROTECT THE TOWER FROM OVER-EXPOSURE TO 1.

INSTALL NEW WALL SECTION

NOT TO SCALEC004

PROPOSED TOWER WALL SECTIONS

qjq-21001848-c004

2021-08-04T09:11:31-0400

HENRY B NEWCOMB

2021-08-04T15:12:57-0400

YING XIA CAI

QJQ-21001848-C001

I.E. = 3377.88

18" DIA ENDS PIPE

CONCRETE SLAB

I.E .= 3392.50 I.E. = 3394.82

SEPTIC TANK

PEDESTAL

ELECTRIC

15" DIA ENDS PIPE

I.E. = 3419.86 lo tt e

X X X

3409.31

X8

SPOT ELEVATION

CONTOUR ELEVATION

DIRECTION OF FLOW

EDGE OF CLIFF

WATER LINE

VALVE AND VALVE BOX

POST INDICATOR VALVE

FIRE HYDRANT

HEADWALL WITH WING WALLS

CATCH BASIN OR CURB INLET

STORM SEWER DRAIN

SANITARY DRAIN LINE

CLEAN OUT

POWER POLE

LIGHTING POLE

COMMUNICATION POLE

LIGHTING ROD

OVERHEAD ELECTRIC LINE

OVERHEAD TELEPHONE LINE

UNDERGROUND ELECTRIC DUCT

CONCRETE CURB

UNDERGROUND STRUCTURE

FENCE

SURVEY STATION

SURVEY POINT

BENCHMARK

x x x

UNDERGROUNDU/G

TYPICALTYP

TOP ELEVATIONTE

NUMBERNU

NORTHN

INVERT ELEVATIONIE

GREEN AREAGA

GALVANIZEDGALV

FINISHED FLOOR ELEVATIONFFE

EASTE

DIAMETERO

CONCRETECONC

BUILDINGBLDG

ES

STREET LIGHT, FIBERGLASS

POWERLINE

GROUNDING WIRE

GROUNDING ROD

TL

PL

LR

CP

LP

PP

EW

OH

15.5015.50

PALMER

SAN VINCENTE

CAMPAMENTO DE NINOS

RAMOS

SABANA

MARGARITA

BARTOLO LAS TRES T

CTRA 3

MALPICA

LA DOLORES

CAMPAMENTO ELIZA COLBERG

PICO RADAR

PLAYA FORTUNA

LUQUILLO

RIO GRANDE

HATO CANDAL

DESCRIPTIONELEVATIONCOORDINATESGEOGRAPHICAL

COORDINATES

LAMBERT

STATION

N E LATITUDE LONGITUDE FEET

1 158,397.4828 734,033.9795 18°16'06.1472" 65°45'31.4878" 3,410.459 RAILROAD SPIKE

PICO 21966(13) 158,455.6900 733,987.3954 18°16'06.7258" 65°45'31.9691" 3,435.032 USNHO DISK

2 158,406.7271 734,104.1666 18°16'06.2363" 65°45'30.7592" 3,406.527 CONCRETE MONUMENT

3 158,401.9196 733,979.0054 18°16'06.1933" 65°45'32.0581" 3,421.220 CONCRETE MONUMENT

4 158,489.0829 733,923.0744 18°16'07.0593" 65°45'32.6352" 3,424.156 CONCRETE MONUMENT

5 158,518.9519 734,002.8763 18°16'07.3526" 65°45'31.8059" 3,429.944 CONCRETE MONUMENT

6 158,585.9561 734,096.8331 18°16'08.0155" 65°45'30.8284" 3,394.780 RAILROAD SPIKE

7 158,608.7727 734,025.6610 18°16'08.2423" 65°45'31.5661" 3,392.722 ZINC NAIL

8 158,671.4070 733,987.3788 18°16'08.8646" 65°45'31.9609" 3,389.266 RAILROAD SPIKE

9 158,562.8597 733,923.6351 18°16'07.7908" 65°45'32.6265" 3,418.014 CONCRETE MONUMENT

ABBREVIATIONS

PUERTO RICO VICINITY MAP

LEGEND

,8

734, 000

.R

I.E. 3384.48 T.E. 3388.81

HEADWALL

3387.95

3389.95

(BLDG NO. 311)

3394.33

3393.98 3394.98

3395.19

734,200N

,6

3395.92

IF

3411.62

3412.27

3413.51

3412.69

3411.08 3410.36

3409.31

734,000

,4

R

GALVANIZED PIPE

4" DIA

" D

(PICO 1966)

B.M. NO. 1

3407.74

3410.29 qjq-21001848-c001

2021-06-25T13:55:48-0400

HENRY B NEWCOMB

2021-06-28T08:24:28-0400

SUSHMA H PATEL

BUILDING WALL SECTION LAYOUT PLAN

QJQ-21001848-C002

J

K lo tt e

OFFICER REPRESENTATIVE (COR).

COMMUNICATE AND CONFIRM WITH ONSITE CONTRACTING

START WITH THE SECTION OF WALL WITH MOST DAMAGE. 3.

POTENTIAL WATER LEAKING.

THE BOTTOM OF THE WALL TO THE BOTTOM OF DOME, TO AVOID

FROM FOR EACH WALL SECTION, THE WALL WILL BE RETROFITTED 2.

BY SECTION, FOR ALL SECTIONS A THRU L.

ENVIRONMENT, THE WALL RETROFIT WILL BE COMPLETED SECTION

TO AVOID OVER-EXPOSURE OF TOWER WALL SECTIONS TO THE 1.

UP

1ST LEVEL

2ND LEVEL

ANTENNA DECK

NOT TO SCALEC002

RADOME BUILDING FIRST FLOOR LAYOUT PLAN

NOT TO SCALEC002

EXISTING CORNER SIDING DETAIL

qjq-21001848-c002

2021-06-24T19:59:17-0400

HENRY B NEWCOMB

2021-06-24T17:01:04-0400

YING XIA CAI

PROPOSED WALL SECTION DETAIL

QJQ-21001848-C005

TO EXIST. METAL SIDING

WELDED /16"X2" DIA 24" 3INSTALL CONTINUOUS GALV. PLATE

FLASHING

VERTICALLY EACH SIDE OF CORNER

SELF-DRILLING SCREW 6" O.C.

/8" X12" ALUM. FLASHING 1INSTALL NEW

WELDED CORNER GALV PLATE

INSTALL NEW 1" RIGID INSTALLATION

S/S GROMMENT SEAL FASTENERS

WELDED TO EXIST. METAL SIDING

/16"X2" DIA 24" 3INSTALL CONTINUOUS GALV. PLATE

EXISTING CHANNEL

ANGEL WELDED TO CHANNEL

SUITABLE TO THE ENVIRONMENT Z

GA OR STAINLESS STEEL AS

GALVANIZED 18/16" X 2"X2"3INSTALL

CORRUGATED SIDING

/16"PVC /16"X31 INSTALL 4.2X

Y

/16" 3/16 "X1 INSTALL 4.2X

CURVED PLATE

EXISTING CATWALK

SIDING. 1" BELOW CATWALK CURVED PLATE

NEW METAL SIDING TO OVERLAP EXISTING METAL

DECKING /2" RIGID INSULATION IN STEEL 1NEW

CORRUGATED SIDING PANEL

/16 "PVC 3/16 "X1 INSTALL 4.2X

SEALANT

TO THE ENVIRONMENT

GALVANIZED 18 GA OR STAINLESS STEEL AS SUITABLE

INSTALL NEW C-SHAPE WATER PREVENTION PLATE

TBD

/8" FANFOLD INSULATION3NEW

NEW 1" RIGID INSULATION IN STEEL DECKING

NEW METAL SIDING TO OVERLAP EXISTING METAL SIDING.

/2" RIGID INSULATION IN STEEL DECKING CHANNEL1NEW

/8" FANFOLD INSULATION3NEW

NEW 1" RIGID INSULATION IN STEEL DECKING CHANNEL

INSTALL NEW METAL SIDING

W/BONDED

SELF-DRILL

/2" RIGID INSTALLATION1INSTALL NEW

/8" FANFOLD INSTALLATION3INSTALL NEW INSTALL BUTYL LIQUID RUBBER

STAINLESS STEEL Z ANGEL

WALL SIDING AND GALVANIZED 18 GA OR

INSTALL BUTYL TAPE ADHERED BETWEEN

ENVIRONMENT Z ANGEL WELDED TO CHANNEL

STAINLESS STEEL AS SUITABLE TO THE

OR/16" X 2"X2" GALVANIZED 18 GA3INSTALL

8" O.C. HORIZONTAL

ABOVE EXIST. CHANNEL AT

SEALING WASHER. 1-1/2"

VERTICAL

HORIZONTAL AND 18" O.C.

EXIST. CHANNEL AT 8" O.C.

SEALING WASHER. 1" ABOVE

HEIGHT OF TOWER

CORRUGATED SIDING PANEL, ENTIRE

CORNER SIDING PANEL AND PVC

INSTALL BUTYL TAPE ADHERED BETWEEN

PANEL, ENTIRE HEIGHT OF TOWER

AND PVC CORRUGATED SIDING

BETWEEN CORNER SIDING PANEL

INSTALL BUTYL TAPE ADHERED

/16" 3/16 "X1 INSTALL 4.2X

INSULATION.

RIGID /2" 1NEW

INSULATION ADHERED TO

/8" FANFOLD 3NEW

SIDING

CORRUGATED SIDING PANEL TO THE METAL

VERTICALLY SECURING THE PVC

SELF-DRILLING SCREW 2" LONG O.C.

HEIGHT.

WIDE ENTIRE WALL

INSTALL BUTYL TAPE 1.5"

INSTALL NEW 1" RIGID INSTALLATION

INSTALL NEW METAL SIDING

1/2" RIGID INSTALLATIONINSTALL NEW

/8" FANFOLD INSTALLATION3INSTALL NEW

" SIDING

CORRUGATED SIDING PANEL TO THE METAL

VERTICALLY SECURING THE PVC

SELF-DRILLING SCREW 2" LONG O.C.

TOP WALL COVER

BOTTOM WALL COVER

1"

RIGID INSULATION.

ADHERED TO NEW 1"

INSULATION

NEW 1/2" RIGID

SIDING, TO OVERLAP EXISTING SIDING.

SAME SIZE AS EXISTING METAL

INSTALL NEW METAL SIDING.

METAL SIDING

SECURING NEW AND EXISTING

VERTICALLY IN THE TROUGH

24" O.C. HORIZONTALLY AND

DRILLING, PAN HEAD SCREW @

PIN-IN TORX DRIVE SELF-

INSULATION TO METAL SIDING

IN EACH TROUGH SECURING

2" LONG @ 36" O.C. VERTICALLY

SELF-DRILLING SCREW

WALL LENGTH.

INSTALL BUTYL TAPE 1.5" WIDE ENTIRE

1"

BOTTOM OR TOP END OF WALL COVER

lo tt e

CORRUGATED PANEL AS SHOWN IN DETAIL.

AS WELL AS 1" AWAY FROM TOP AND BOTTOM END OF PVC

CORRUGATED VALLEY HORIZONTALLY AND VERTICALLY AT 24" O.C.

DRILLING FASTENERS SHALL CONNECT TO METAL SIDING EVERY 2ND

FOR PVC CORRUGATED SELF DRILLING SCREW DETAIL. SELF-7.

MINIMUM 1" AWAY FROM THE OUTER LAP AS SHOWN IN DETAIL.

INSTALL SELF- DRILLING SCREWS EVERY 2ND CORRUGATE AT

WHEN END LAP IS NECESSARY, THE END LAP SHALL BE 6" MINIMUM.

LAP FOR END LAP DETAIL ONLY USE IF NEEDED. AVOID VERTICAL 6.

CAULK.

AND ALL SELF-DRILLING SCREWS WILL BE SEALED WITH WASHER 5.

EQUAL.

HVF MANUFACTURING CORP'S STANDARD FASTENERS OR APPROVED

METAL SIDING SHALL BE SGSF-TYPE GROMMET SEAL FASTENERS OF

TO SELF-SECURING SCREW TO BE USED FOR SECURING PVC PANEL 4.

FASTENERS OR APPROVED EQUAL.

FASTENERS OF HVF MANUFACTURING CORP'S STANDARD

PVC PANELS TO METAL SIDING SHALL BE SSA-TYPE OR SSB-TYPE

CORRUGATED SELF-DRILLING SCREW TO BE USED FOR SECURING 3.

OR APPROVED EQUAL.

INSULATION INSULATION SHALL BE CARLISLE ENGINEERED R-TECH 2.

PVC CORRUGATED PANEL SHALL BE FOREST GREEN IN COLOR.1.

INSTALL NEW WALL SECTION

MIN. SIDE LAP

2 CORR.

EVERY 2ND

CORRUGATE

VALLEY

EVERY 2ND

CORRUGATE

VALLEY

NOT TO SCALEC005

TOP PVC SIDING INSTALLATION SECTION

CORNER SIDING DETAIL

CLOSE UP OF SIDE LAP (JOINT) OF WALL COVER

SELF DRILLING SCREW

PVC CORRUGATED PANEL

END LAP WALL SECTION

BOTTOM PVC SIDING INSTALLATION SECTION

qjq-21001848-c005

2021-06-24T20:02:03-0400

HENRY B NEWCOMB

2021-06-24T17:05:52-0400

YING XIA CAI

WALL SECTIONS A THRU D

QJQ-21001848-C006

CAMERAS

SECURITY

J - BOX

ELECTRICAL

CONDUIT

PVC

OVERHANG

CABLE

STEEL

STRUCTURAL

VENT

CONTAINER

WATER

CATWALK HOODS

LOUVER

HOOD

HOODS

UNIT PLATFORM

HVAC CONDENSING

UNIT

CONDENSING

HVAC

SWITCH

DISCONNECT

UNIT PLATFORM

HVAC CONDENSING

UNIT CONDUIT

UNIT CONDUIT

STAIRCASE

lo tt e

NOT TO SCALEC006

WALL SECTION A 2

WALL SECTION B

WALL SECTION C 4

WALL SECTION D

THROUGHOUT CONSTRUCTION, FROM DEBRIS AND DAMAGE.

CONTRACTOR SHALL PROTECT THE RADAR SYSTEM AND ANTENNAS 10.

DAMAGE.

CONDENSING UNITS THROUGHOUT CONSTRUCTION, FROM DEBRIS AND

CONTRACTOR SHALL PROTECT THE HVAC SYSTEM AND THE EXTERIOR 9.

DAMAGED CONTRACTOR IS RESPONSIBLE TO INSTALL NEW IMMEDIATELY.

CONNECTED TO THE EXTERIOR WALL PANELS. IF ANY ITEMS ARE

RESPONSIBLE TO REMOVE AND REINSTALL ALL ELECTRICAL ITEMS

DURING THE EXTERIOR BUILDING RESTORATION CONTRACTOR IS 8.

IS DAMAGED, INSTALL NEW PVC PIPE.

IF THE PVC PIPE FOR THE LIGHTNING PROTECTION DOWN CONDUCTORS

DURING REMOVAL AND REPLACEMENT OF EXTERIOR BUILDING PANELS 7.

NEW EXTERIOR SYSTEM.

INSTALL NEW LIGHTNING PROTECTION CONNECTORS/HARDWARE ON 6.

IT IS DAMAGED OR DISRUPTED THE CONTRACTOR SHALL FIX IMMEDIATELY.

SHALL BE MAINTAINED THROUGHOUT THE PROJECT. IF AT ANY POINT

NEEDED. THE INTEGRITY OF THE LIGHTENING PROTECTION SYSTEM

REMOVE AND RECONNECT LIGHTNING PROTECTION EACH DAY AS

DURING THE REMOVAL AND REPLACEMENT OF EACH WALL SECTION, 5.

ABANDONED IN PLACE. CONFIRM WITH ONSITE COR PRIOR TO REMOVAL.

REMOVE AND DISPOSE OF ANY LIGHT / SECURITY CAMERAS THAT IS 4.

DUCTS. CONFIRM WITH ONSITE COR PRIOR TO REMOVAL.

REMOVE AND DISPOSE OF ANY DAMAGED/OBSTACLE LOUVER/HOOD/WALL 3.

REPLACEMENT.

EACH ITEM ON THE WALL SECTION PRIOR TO THE WALL SECTION

THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE TO VERIFY

WALL SECTION IMAGES AND CALLOUTS ON THIS PAGE ARE TO ASSIST 2.

EXTERIOR RETROFIT.

RESTORATION, WORK SECTION BY SECTION FOR THE TOWER

EXTERIOR ENVIRONMENT DURING THE EXTERIOR BUILDING

IN ORDER TO PROTECT THE TOWER FROM OVER-EXPOSURE TO THE 1.

LOUVER HOOD

LIGHTS

HANDRAIL

DOOR

ENTRANCE

qjq-21001848-c006

2021-06-25T13:56:53-0400

HENRY B NEWCOMB

2021-06-28T08:27:55-0400

SUSHMA H PATEL

WALL SECTIONS E THRU H

QJQ-21001848-C007

3" PIPECONDUIT

NOT TO BE TOUCHED OR MOVED

TO STAY IN PLACE AND OPERATIONAL

RADAR SATELLITE EQUIPMENT

DRAIN PIPE

MOUNTED LIGHT

LIGHT

CAMERA

NOT TO BE TOUCHED OR MOVED

TO STAY IN PLACE AND OPERATIONAL

SATELLITE RADAR EQUIPMENT

EQUIPMENT

SATELLITE RADAR

LADDER

STRUCTURAL STEEL

PIPE

lo tt e

NOT TO SCALEC007

WALL SECTION E 2

WALL SECTION F

WALL SECTION G 4

WALL SECTION H

qjq-21001848-c007

2021-06-25T13:58:08-0400

HENRY B NEWCOMB

2021-06-28T08:36:58-0400

SUSHMA H PATEL

WALL SECTIONS I THRU L

QJQ-21001848-C008

SYSTEM

PLATFORM WITH

WALL SECTION

WITH EXTERIOR

TO BE COVERED

ENTRANCE DOOR

CABLE TRAY

SUPPORT

CABLE TRAY

LIFT ARM

DOCK

LOADING

LOADING DOCK

WITH HANDRAIL

CONDUITS

MOUNTED LIGHT

CONDUIT FOR

2ND FLOOR

HANDRAIL SYSTEM

1ST FLOOR ENTRANCE

1ST FLOOR

lo tt e

NOT TO SCALEC008

WALL SECTION I 2

WALL SECTION J

WALL SECTION K 4

WALL SECTION L

STAIRCASE WITH

WIND SCREEN

qjq-21001848-c008

2021-06-25T14:06:39-0400

HENRY B NEWCOMB

2021-06-28T08:58:13-0400

SUSHMA H PATEL

SHEET 1 OF 2

STAIRCASE DETAILS

QJQ-21001848-C009

GALVANIZED METAL

"1/2REFURBISH 1"X

4'-0" 8'- 8 3/8" 4'-0" 1' 0"

/8

2ND FLOOR ENTRANCE

COLUMNS/FRAMES

SUPPORTING

WITH

ALUMINUM SHEET.

PERFORATED

GAUGE

SCREEN - 14

WIND SHIELD

SYSTEM ALONG

6"

STEPS

GRATE

STEPS

GRATE

EXISTING STAIRCASE

ALL SIDES.

FASTENERS AT 6" O.C. ALONG

SHEET WITH SELF-DRILLING

SECURE NEW ALUMINUM

lo tt e

PRODUCTS INTERNATIONAL OR APPROVED EQUAL.

RUST GRIP A POLYURETHANE COATING PRODUCT BY SUPERIOR

PAINT ALL SURFACES OF THE STEEL MEMBERS WITH 2 COATS OF 13.

SECTION LOSS.

- REINFORCE CORRODED STEEL MEMBERS WITH SIGNIFICANT

STRUCTURE RETROFIT THE EXISTING EXTERIOR STEEL STAIRCASE 12.

ABATEMENT PER OSHA AND LOCAL REGULATIONS.

LEAD BASED PAINT. CONTRACTOR NEEDS TO PERFORM LEAD

STAIRCASE. BE ADVISED EXISTING PAINT TESTED POSITIVE FOR

CLEAN ALL THE CORRODED STEEL OF THE STRUCTURAL STEEL 11.

AT 6" O.C. ALONG ALL SIDES.

FASTENERS SECURE NEW ALUMINUM SHEET WITH SELF-DRILLING 10.

MANUFACTURE NUMBER 03063125r188S 36X40 OR APPROVED

STAGGERED HOLE PATTERN GRAINGER ITEM#5PDA6

INSTALL NEW 14 GAUGE PERFORATED ALUMINUM SHEET, 9.

SUPERIOR PRODUCTS INTERNATIONAL OR APPROVED EQUAL.

FRAME WITH RUST GRIP A POLYURETHANE COATING PRODUCT BY

SUPPORTING PAINT ALL SURFACES OF THE WIND SHIELD SCREEN 8.

SURFACE FRAME.

SUPPORTING BRUSH CLEAN THE EXISTING WIND SHIELD SCREEN 7.

SHIELD SCREENS AND SCREWS.

SCREEN AND EXISTING SCREWS. REPLACE THEM WITH NEW WIND

REMOVE ALL EXISTING CORRODED/DAMAGED WIND SHIELD 6.

RUST GRIP.

ON ALL HANDRAILS PRIOR TO THE APPLICATION OF 2ND LAYER OF

APPLICATION CONTRACTOR SHALL BRUSH A LAYER OF SHARK GRIP

EQUAL. 2 COATINGS OF RUST GRIP SHALL BE APPLIED. AFTER 1ST

PRODUCT BY SUPERIOR PRODUCTS INTERNATIONAL OR APPROVED

GRATING STEPS WITH RUST GRIP A POLYURETHANE COATING

PAINT ALL SURFACES OF THE EXTERIOR STAIRCASE SYSTEM, 5.

COATINGS OF RUST GRIP SHALL BE APPLIED. AFTER 1ST

BY SUPERIOR PRODUCTS INTERNATIONAL OR APPROVED EQUAL. 2

AND RAILS WITH RUST GRIP A POLYURETHANE COATING PRODUCT

POST PAINT ALL SURFACES OF THE EXTERIOR HANDRAIL SYSTEM, 4.

CONTRACTOR SHALL INSTALL STAINLESS STEEL MATERIAL.

INSTALLED FOR THE HANDRAIL SYSTEM TO BE IN COMPLIANT,

ADDITIONAL RAILING/TOE BROADS OR MATERIAL NEED TO BE

MEET OSHA REGULATIONS PER 1910.29 FALL PROTECTION. IF

STAIRCASES AND PLATFORMS AROUND THE EXTERIOR BUILDING

CONTRACTOR SHALL ENSURE ALL HANDRAIL SYSTEMS FOR 3.

FOR LEAD BASED PAINT. CONTRACTOR NEEDS TO PERFORM LEAD

ADVISED EXISTING PAINT ON HANDRAIL SYSTEM TESTED POSITIVE

CLEAN ALL THE CORRODED HANDRAIL SYSTEM SURFACES. BE 2.

PLATFORMS AROUND THE EXTERIOR OF THE BUILDING.

PRESSURE WASH CLEAN CONCRETE STEPS, GRATING AND ALL 1.

AROUND THE EXTERIOR OF ARSR BUILDING.

SHIELD SCREEN, EXTERIOR ENTRANCES/EQUIPMENT PLATFORMS

RETROFIT THE EXISTING STAIRCASE HANDRAIL SYSTEM, WIND

NOT TO SCALEC009

SIDE VIEW STAIR RADIATION SHIELD DETAIL

PLAN VIEW MAIN ENTRY STAIR SYSTEM

WIND SHIELD SCREEN SUPPORTING FRAME

qjq-21001848-c009

2021-06-24T20:13:05-0400

HENRY B NEWCOMB

2021-06-24T14:49:29-0400

YING XIA CAI

WITH HANDRAIL

GRATE STEPS

CONCRETE STEPS

SHEET 2 OF 2

STAIRCASE DETAILS

QJQ-21001848-C010

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PRODUCTS INTERNATIONAL OR APPROVED EQUAL.

RUST GRIP A POLYURETHANE COATING PRODUCT BY SUPERIOR

PAINT ALL SURFACES OF THE STEEL MEMBERS WITH 2 COATS OF 13.

SECTION LOSS.

- REINFORCE CORRODED STEEL MEMBERS WITH SIGNIFICANT

STRUCTURE RETROFIT THE EXISTING EXTERIOR STEEL STAIRCASE 12.

LEAD BASED PAINT. CONTRACTOR NEEDS TO PERFORM LEAD

STAIRCASE. BE ADVISED EXISTING PAINT TESTED POSITIVE FOR

CLEAN ALL THE CORRODED STEEL OF THE STRUCTURAL STEEL 11.

AT 6" O.C. ALONG ALL SIDES.

FASTENERS SECURE NEW ALUMINUM SHEET WITH SELF-DRILLING 10.

MANUFACTURE NUMBER 03063125r188S 36X40 OR APPROVED

STAGGERED HOLE PATTERN GRAINGER ITEM#5PDA6

INSTALL NEW 14 GAUGE PERFORATED ALUMINUM SHEET, 9.

SUPERIOR PRODUCTS INTERNATIONAL OR APPROVED EQUAL.

FRAME WITH RUST GRIP A POLYURETHANE COATING PRODUCT BY

SUPPORTING PAINT ALL SURFACES OF THE WIND SHIELD SCREEN 8.

SURFACE FRAME.

SUPPORTING BRUSH CLEAN THE EXISTING WIND SHIELD SCREEN 7.

SHIELD SCREENS AND SCREWS.

SCREEN AND EXISTING SCREWS. REPLACE THEM WITH NEW WIND

REMOVE ALL EXISTING CORRODED/DAMAGED WIND SHIELD 6.

EQUAL. 2 COATINGS OF RUST GRIP SHALL BE APPLIED. AFTER 1ST

PRODUCT BY SUPERIOR PRODUCTS INTERNATIONAL OR APPROVED

GRATING STEPS WITH RUST GRIP A POLYURETHANE COATING

PAINT ALL SURFACES OF THE EXTERIOR STAIRCASE SYSTEM, 5.

COATINGS OF RUST GRIP SHALL BE APPLIED. AFTER 1ST

BY SUPERIOR PRODUCTS INTERNATIONAL OR APPROVED EQUAL. 2

AND RAILS WITH RUST GRIP A POLYURETHANE COATING PRODUCT

POST PAINT ALL SURFACES OF THE EXTERIOR HANDRAIL SYSTEM, 4.

CONTRACTOR SHALL INSTALL STAINLESS STEEL MATERIAL.

INSTALLED FOR THE HANDRAIL SYSTEM TO BE IN COMPLIANT,

ADDITIONAL RAILING/TOE BROADS OR MATERIAL NEED TO BE

MEET OSHA REGULATIONS PER 1910.29 FALL PROTECTION. IF

STAIRCASES AND PLATFORMS AROUND THE EXTERIOR BUILDING

CONTRACTOR SHALL ENSURE ALL HANDRAIL SYSTEMS FOR 3.

FOR LEAD BASED PAINT. CONTRACTOR NEEDS TO PERFORM LEAD

ADVISED EXISTING PAINT ON HANDRAIL SYSTEM TESTED POSITIVE

CLEAN ALL THE CORRODED HANDRAIL SYSTEM SURFACES. BE 2.

PLATFORMS AROUND THE EXTERIOR OF THE BUILDING.

PRESSURE WASH CLEAN CONCRETE STEPS, GRATING AND ALL 1.

AROUND THE EXTERIOR OF ARSR BUILDING.

SHIELD SCREEN, EXTERIOR ENTRANCES/EQUIPMENT PLATFORMS

RETROFIT THE EXISTING STAIRCASE HANDRAIL SYSTEM, WIND

NOT TO SCALEC010

STAIRCASE ENTRANCE 3

LOADING DOCK PLATFORM VIEW 2

LOADING DOCK PLATFORM VIEW 1

qjq-21001848-c010

2021-06-25T14:01:58-0400

HENRY B NEWCOMB

2021-06-28T09:05:20-0400

SUSHMA H PATEL

DEMO PLAN

QJQ-21001848-D001

-d

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GENERAL NOTE

WIRING.

FIXTURES AND ALL ASSOCIATED CONDUIT AND

LAMP , CONTRACTOR SHALL REMOVE EXISTING

REUTILIZE EXISTING POLE FOR REPLACEMENT

EXISTING LAMP POLE , CONTRACTOR SHALL 1.

qjq-21001848-d001

2021-06-24T20:18:24-0400

HENRY B NEWCOMB

2021-06-24T09:52:49-0400

PAUL E PATNOAD

PLAN

QJQ-21001848-E001

lo tt e

0.1 FC

EDGE

X 3395.92

GALVANIZED PIPE

4" DIA

(PICO 1966)

B.M. NO. 1

(BLDG NO. 3012)

NOTE 2

20 FC

10 FC

5 FC

1 FC

0.5 FC

SAMPLE FOR APPROVAL.

BLACK 0R DARK BRONZE. CONTRACTOR TO SUBMIT COLOR

COLOR OF LIGHT FIXTURE AND LAMP POLE NON-REFLECTIVE 4.

VP-S-36L-80-3K-7-FR-BC OR APPROVED EQUIVALENT.

DESIGNED BASED ON HUBBELL LIGHTING SMALL VIPER 3.

COMPLIANCE FCC TITLE 47 PART 15 CLASS B.

3K PF .95 MAXIMUM THD 10% MAXIMUM ELECTROMAGNETIC

BE INSTALLED AT 0 DEGREE ELEVATION. LIGHT FIXTURE LED

LAMP POLE SHALL BE RATED FOR 150 MPH WINDS . LAMPS SHALL 2.

COMPLIANCE FCC TITLE 47 PART 15 CLASS B.

3K PF .95 MAXIMUM THD 10% MAXIMUM ELECTROMAGNETIC

INSTALLED AT 0 DEGREES ELEVATION. LIGHT FIXTURE LED

POLE FOR REPLACEMENT LAMPS. ALL LAMPS SHALL BE

EXISTING LAMP POLE , CONTRACTOR SHALL REUTILIZE EXISTING 1.

NOT TO SCALEE001

POLE LIGHT PHOTOMETRIC

qjq-21001848-e001

2021-06-24T20:19:23-0400

HENRY B NEWCOMB

2021-06-24T09:54:44-0400

PAUL E PATNOAD

PHOTOMETRICS

QJQ-21001848-E002

I.E. = 3419.86 lo tt e

R

20 FC

10 FC

5 FC

1 FC

0.5 FC

0.1 FC

PHOTOMETRIC LIGHTS ON BUILDING

SUBMIT COLOR SAMPLE FOR APPROVAL.

BLACK OR DARK BRONZE. CONTRACTOR SHALL

COLOR OF LIGHT FIXTURE BE NON-REFLECTIVE 5.

EQUIVALENT.

VIPER VP-S-36L-80-3K-7-FR-BC OR APPROVED

DESIGNED BASED ON HUBBELL LIGHTING SMALL4.

PART 15 CLASS B

ELECTROMAGNETIC COMPLIANCE FCC TITLE 47

LED 3K PF .95 MAXIMUM THD 10% MAXIMUM

FIXTURES SHALL BE LED 3K WITH LIGHT FIXTURE 3.

WEATHER PROOFED.

ALL PENETRATIONS TO MOUNT FIXTURES SHALL BE 2.

A MINIMUM HEIGHT OF EIGHT FEET.

CONTRACTOR SHALL MOUNT ALL LIGHT FIXTURES AT 1.

qjq-21001848-e002

2021-06-24T20:20:19-0400

HENRY B NEWCOMB

2021-06-24T09:55:52-0400

PAUL E PATNOAD