Construction Drawings for the Roof and Counterpoise Replacement at Syracuse (SYR) VOR facility in Clay NY.pdf

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NY

AS

05/18/2020 19001788

SYR-19001788-E003

ENGINEERING SERVICES

NAVAIDS

VOR

ROOF REPLACEMENT

SYRACUSE

PROJECT ENGINEER MGR: ENGINEERING - CENTER B

s y r- -e

.d g n

DRAWING PRODUCED ON AEA RO CAD SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

C O

N S

T R

U

IO

GROUNDING DETAILS III

E D

M

IS

F

DT#20420

G O G O G O G O G O G O G O G O

O=ORANGE

G= GREEN

GROUND PLATE

SUPPLEMENTAL

1.

NOTES

FOR GENERAL NOTES AND ABBREVIATIONS, SEE DWG E001.

2.

3.

4.

1/2" DIA HARDWARE TO 65 FT-LBS AND TORQUE 3/8" DIA HARDWARE TO 40 FT-LBS.

FOR SUPPLEMENTAL GROUND PLATES PROVIDED UNDER THIS CONTRACT, TORQUE

HEX BOLT

WASHER

LOCK

BRACKET

WALL MOUNTING

WASHER

LOCK

HEX BOLT

INSULATOR

INSULATOR

WALL BRACKET

COVER

GROUND PLATE

NUTS

SELF-LOCKING

1" 1 1/2" 1/4"

3"

MOUNTING HOLE

7/16" DIA

(TYP)

8 SPACES @ 1"=8"

3/4"

1"

12"

1/2" TYPICAL

(TYPICAL)

3/8" HIGH BLACK LETTERING

AND ORANGE SLASHES AND

COVER W/ ALTERNATING GREEN

8"x12"x1/4" CLEAR PLEXIGLASS

1/4-20 HEX BOLTS

1/4" FLAT WASHER

LOCKWASHER

1/4" EXT TOOTH

1/4-20 HEX NUTS

2 HOLE LUG

METAL ENCLOSURE

GROUND PLATE/

GROUND WIRE

24" MIN

COPPER CLAD GND ROD

3/4" x 10' LONG

AS INDICATED)

(QUANTITY AND TYPE

GROUND CONDUCTOR

AS INDICATED)

(QUANTITY AND TYPE

GROUND CONDUCTOR

SEE PLANS

FOR CONT,

SEE PLANS

FOR CONT,

DRAWING E007)

(SEE DETAILS ON

EXOTHERMIC WELD

ALL GROUNDING HARDWARE IS BRASS EXCEPT WHERE NOTED OTHERWISE.

BURNISHED MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT.

WITH SELF-LOCKING NUT

3/8" NYLON THREADED ROD

FURNISHED AND INSTALLED

GRADE

GROUNDING PLATE INSTALLATION

NOT TO SCALE

A E003

COPPER GROUND PLATE SUPPORT

B

GROUND PLATE ASSEMBLY

SUPPLEMENTAL GROUND PLATE COVER

INDOOR GROUNDING CONNECTION (TYPICAL)

GROUND ROD INSTALLATION

MOUNTING FRAME

(SIZE VARIES)

CONDUCTOR

GROUND

(TYP, 2 PLACES)

LOAD DISTRIBUTION WASHER

TYPE CONNECTOR

NICKEL-BASED COMPRESSION

EXOTHERMIC WELD OR

NOT TO SCALEE003

G MECHANICAL CONNECTION DETAIL

OF METAL MEMBERS OF ALL PAINT

CLEAN ENTIRE BONDING AREA

IN TABLE C ON THIS SHEET

THE BOLTS USED AS INDICATED

AMOUNT OF LOAD FOR

STACK TO OBTAIN REQ'D

DISC SPRING WASHERS.

BOLT SPECIFICATION FOR STAINLESS STEEL 301 TYPE 18-8

PER INCH

THREADS

SS 18-8

(FT-LBS)

TORQUE

(LBS)

CLAMP LOAD

BOLT

(LBS)

FLAT LOAD

(SEE NOTE 2)

REQUIRED

WASHERS

1/4

(INCHES)

DIAMETER

BOLT

60020 6 1,510 3

5/16 18 11 2,120 31,000

3/8 16 19 3,150 22,100

7/16 14 31 N/A N/A

1/2 13 43 5,170

4,300

3,300 2

9/16 12 56 6,070 2,800 3

5/8 11 92 8,880 5,500 2

3/4 10 10,200 13,800 1127

7/8 9 13,310 14,400 1194

8 17,200 14,200 22861

NOTES:

FORMULA:

BOLT CLAMP LOAD. THE NUMBER OF WASHERS REQUIRED IS CALCULATED BY THE FOLLOWING

THE SUM OF THE INDIVIDUAL DISC WASHER FLAT LOAD RATINGS MUST EXCEED THE LISTED

Bolt Clamp Load

< W Number of Washers x F Washer Flat Load

THEREFORE 3 DISC WASHERS WILL BE NEEDED.

FOR EXAMPLE, A 1/4" SS BOLTED CONNECTION REQUIRES MINIMUM 1,510 LBS CLAMP LOAD,

USE BOLT ASSEMBLY'S MANUFACTURER'S RECOMMENDED TORQUE VALUES.

NOT TO SCALEE003

H CONNECTION TORQUE REQUIREMENTS FOR BOLTED BONDS TABLE

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/2

:2

:3

P lo tt e d b

V

-C

G -E

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

syr-19001788-e003

2023-05-19T07:52:27-0400

CHRISTOPHER H NASH

2023-05-18T16:52:02-0400

TIMMY KIM

05/07/2020 19001788

SYR-19001788-G001

SURV./WEATHER

COVER SHEET, ROOF SYSTEM, AND VICINITY MAP

r-

-g

DRAWING PRODUCED ON AEA RO MICROSTATION SYSTEM

AVIA

I

L

TRAT

SI

NI

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

VICINITY MAP

PVC MEMBRANE/ STAINLESS STEEL MESH ROOF SYSTEM

VORTAC FACILITY

SYRACUSE AIRPORT (SYR)

W

Y

CORNER

RODGER

EUCLID

VOR SITE

r-

:5 lo tt e syr-19001788-g001

2023-05-19T07:50:21-0400

CHRISTOPHER H NASH

2023-05-18T17:37:20-0400

YURIY DAVYDAN

SYR-19001788-G002

r-

DRAWING INDEX, ABBREVIATIONS, AND LEGEND

DRAWING INDEX

DRAWING TITLE

GENERAL:

DEMOLITION:

STRUCTURAL:

ABBREVIATIONS

PR

PNL

PLC

PAPI

OM

OFA

OC

OB

NWS

NTP

NOTAM

NIC

NEC

NDB

NAS

N/A

MSL

MP

MIN

MHZ

MAX

MASLR

MASLF

MALS

LOM

LOC

LIR

LHA

KVA

KV

KHZ

INSUL

IN

ILS

HZ

HH

GS

GRSC

GND

GFM

GFCI

GC

GALV

GA

FT

FOD

FDN

FBD

FAA

EXIST

EOR

EMT

EL

EES

DWG

DU

DPU

DME CO

DME

DISC

DEB

CW

COR

CO

CND

CKT

CFW

CDA

C-C

BSCU

BLD

AWG

ATCT

ASOS

ARP

AOA

ALS

AIP

AGL

A-G

ACM

ABBREVIATIONS CONTINUED

- PAIR

- PANEL

- PLACES

- PRECISION APPROACH PATH INDICATOR

- POWER

- OUTER MARKER (ILS)

- OBJECT FREE AREA

- ON CENTER

- OBSTRUCTION

- NATIONAL WEATHER SERVICE

- NOTICE TO PROCEED

- NOTICE TO AIRMEN

- NOT IN CONTRACT

- NATIONAL ELECTRIC CODE

- NON DIRECTIONAL BEACON

- NATIONAL AIRSPACE SYSTEM

- NOT APPLICABLE

- NEUTAL

- MEAN SEA LEVEL

- MULTI-POINT (GROUND)

- MINIMUM

- MEGAHERTZ

- MAXIMUM

- MALS WITH RUNWAY ALIGNMENT INDICATOR LIGHTS (MALS-RAIL)

- MALS WITH SEQUENCED FLASHERS

- MEDIUM INTENSITY APPROACH LIGHT SYSTEM

- LOCATOR OUTER MARKER (NDB & OM)

- LOCALIZER (ILS)

- LOW IMPACT RESISTANCE

- LAMP HOUSING ASSEMBLY (PAPI)

- KILOVOLT AMPERE

- KILOVOLT

- KILOHERTZ

- INSULATED

- INCH

- INSTRUMENT LANDING SYSTEM

- HERTZ

- HAND HOLE

- GLIDE SLOPE (ILS)

- GALVANIZED RIGID STEEL CONDUIT

- GROUND

- GOVERNMENT FURNISHED MATERIAL

- GROUND FAULT CIRCUIT INTERRUPTER

- GROUND CHECK (LOCALIZER)

- GALVANIZED

- GENERAL AVIATION

- FEET

- FOREIGN OBJECT DEBRIS

- FOUNDATION

- FIXED BASE OPERATOR

- FEDERAL AVIATION ADMINISTRATION

- EXISTING

- END OF RUNWAY

- ELECTRIC METALLIC TUBING

- ELEVATION

- EARTH ELECTRODE SYSTEM

- DRAWING

- DISTRIBUTION UNIT

- DATA PROCESSING UNIT

- DME CORPORATION

- DISTANCE MEASURING EQUIPMENT

- DISCONNECT

- DIAMETER

- DIRECT EARTH BURIAL

- COURSE WIDTH (LOCALIZER)

- CONTRACTING OFFICER'S REPRESENTATIVE (FAA)

- CONTRACTING OFFICER (FAA)

- CONDUIT (DUCT)

- CIRCUIT

- CENTERFIELD WIND

- COPPER DEVELOPMENT ASSOCIATION

- CENTER TO CENTER

- CONTROL

- BARE SOLID COPPER

- BUILDING

- AMERICAN WIRE GAUGE

- AIR TRAFFIC CONTROL TOWER

- AUTOMATED SURFACE OBSERVATION SYSTEM (NWS)

- AIRPORT REFERENCE POINT

- AIR APERATION AREA

- APPROACH LIGHT SYSTEM

- AIRPORT IMPROVEMENT PROGRAM (FAA)

- ABOVE GROUND/GRADE LEVEL

- AIR TO GROUND

- ASBESTOS CONTAINING MATERIAL

- AMP

XMTR

XFMR

WS

W/

VHF

UPS

TYP

TSA

TOS

TOC

TH

TELCO

TEL

TACAN

T/W

STA

SSC

SS

SP

SMO

SEC

SCH

RVR

RTR

RT

RSA

RRCS

RMC

RMMS

RMM

RLS

RF

REQ

REL

REIL

RAIL

R/W

PVC

PRIM

- TRANSMITTER

- TRANSFORMER

- WIND SOCK

- WITH

- VERY HIGH FREQUENCY OMNI RANGE

- VERY HIGH FREQUENCY

- VOLT

- UNINTERRUPTIBLE POWER SOURCE/SUPPLY

- TYPICAL

- TAXIWAY SAFETY AREA

- TOP OF STEEL

- TOP OF CONCRETE

- THRESHOLD

- TELEPHONE COMPANY

- TAXIWAY EDGE LIGHTS

- TACTICAL AIR NAVIGATION

- TAXIWAY

- TELEPHONE

- STATION

- SYSTEM SUPPORT CENTER (FAA)

- STAINLESS STEEL

- SINGLE-POINT (GROUND)

- SYSTEM MANAGEMENT OFFICE (FAA)

- SECONDARY

- SCHEDULE

- RUNWAY VISUAL RANGE

- REMOTE TRANSMITTER/RECEIVER

- REMOTE TRANSMITTER

- RUNWAY VISUAL RANGE

- REMOTE RADIO CONTROL SYSTEM

- REMOTE MONITORING SUBSYSTEM

- REMOTE MAINTENANCE MONITORING SYSTEM

- REMOTE MAINTENANCE MONITORING

- REGISTERED LAND SURVEYOR

- RADIO FREQUENCY

- REQUIRED

- RUNWAY EDGE LIGHTS

- RUNWAY END IDENTIFIER LIGHTS

- RUNWAY ALIGNMENT INDICATOR LIGHTS

- RUNWAY

- POLYVINYL CHLORIDE

- PRIMARY

X

XXXX

SYMBOLS LEGEND

SUBTITLE REFERENCE

SCALE: X = XX

XXXXXXXXXXX

ELEVATION REFERENCE LETTER

SECTION REFERENCE LETTER

SCALE

ELEVATION CALLOUT REFERENCE

SHEET NUMBER WHERE ELEVATION IS LOCATED.

SECTION CALLOUT REFERENCE

SHEET NUMBER WHERE SECTION IS LOCATED.

DETAIL CALLOUT REFERENCE

DETAIL REFERENCE NUMBER

SHEET NUMBER WHERE DETAIL IS LOCATED.

DRAWING PREFIXES

EXXX - ELECTRICAL/ELECTRONIC

SXXX - STRUCTURAL

AXXX - ARCHITECTURAL

DXXX - DEMOLITION

GXXX - GENERAL

ARCHITECTURAL:

ELECTRICAL:

SYR-19001788-E003

SYR-19001788-E002

SYR-19001788-E001

SYR-19001788-S002

SYR-19001788-S001

SYR-19001788-A004

SYR-19001788-A003

SYR-19001788-A002

SYR-19001788-A001

SYR-19001788-D001

SYR-19001788-G003

SYR-19001788-G002

SYR-19001788-G001

GROUNDING DETAILS III

GROUNDING DETAILS II

GROUNDING DETAILS I

ALTERNATE MONITOR ANTENNA SUPPORT ASSEMBLY

MONITOR ANTENNA SUPPORT ASSEMBLY

WALKWAY LAYOUT AND LADDER SUPPORTS

ANTENNA ENCLOSURE PLAN AND DETAILS

ROOF EDGE FLASHING DETAILS AND GROUNDING

ROOF PLAN LAYOUT/COUNTERPOISE REPLACEMENT AND GROUNDING

DEMOLITION PLAN

GENERAL NOTES AND GFM LIST

DRAWING INDEX, ABBREVIATIONS, AND LEGEND

COVER SHEET, ROOF SYSTEM, AND VICINITY MAP

(PLAN, DETAIL/ELEVATION, SECTION)

REFERENCE NUMBER/LETTER

ELEVATION, SECTION OR DETAIL IS/ARE LOCATED.

SHEET NUMBER(S) WHERE CALLOUT(S) TO PLAN,

DRAWING NO.

REFERENCE DRAWINGS:

DRAWING NO: DRAWING TITLE:

SYR-D-VOR-C005

SYR-D-VOR-C002

SYR-D-VOR-CO01

SITE PLAN AND LAYOUT

PLOT LAYOUT

PROPERTY LAYOUT

COORDINATES:

LONGITUDE: 76° 12' 16.416" E

LATITUDE: 43 9' 37.872" N

CLAY, NY 13090

8076 MORGAN RD.

PHYSICAL ADDRESS:

r-

:0 lo tt e syr-19001788-g002

2023-05-19T07:50:35-0400

CHRISTOPHER H NASH

2023-05-18T17:37:49-0400

YURIY DAVYDAN

SYR-19001788-G003

r-

GENERAL NOTES AND GFM LIST

DRAWING NOTES:

GFM MATERIAL LIST

DESCRIPTIONITEM NSN QUANTITY

1 EACH1

2 5825-00-867-4652

5985-01-573-31614

5340-01-623-01865

KEYSTONE ANGLE BRACKET

CL-1 HOLD DOWN CLAMPS

TEEPEE FASTENING STRIPS

TEEPEE LOWER AND UPPER GASKET MATERIAL

APPROVED BY THE FAA COR.

ALL DISTURBED AREAS SHALL BE RESTORED TO PRIOR CONDITION. FINAL CONDITION SHALL BE

VERIFIED IN THE FIELD BY THE CONTRACTOR.

DIMENSIONS, ELEVATIONS, CONTOURS AND HEIGHTS INDICATED ARE APPROXIMATE AND SHALL BE

REQUIREMENTS FOR FACILTIES AND ELECTRONIC EQUIPMENT".

"LIGHTNING AND SURGE PROTECTION, GROUNDING, BONDING AND SHIELDING

GROUNDING AND LIGHTNING PROTECTION SHALL MEET LATEST VERSIONS OF FAA STANDARD 019, AN IN NO CASE SHALL VIOLATE THE NATIONAL ELECTRIC CODE {NFPA 70, NEC}.

ALL ELECTRICAL WORK SHALL CONFORM TO LATEST VERSIONS OF FAA-C-1217 AND FAA-C-1391

ELECTRICAL WORK:

ELECTRICAL GROUNDING:

SITE WORK:

GOVERNMENT FURNISHED MATERIAL (GFM) NOTES:

G003

TABLE - GOVERNMENT FURNISHED MATERIAL (GFM)

8 EACH

18 EACH

16 EACH

NEW VOR ANTENNA SHELTER (TEEPEE).

5.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GFM WHILE ON SITE.

SEE DRAWING NOTE 14.

GFM WILL BE DELIVERED TO THE SITE BY THE GOVERNMENT.

5411-01-325-1940

TACAN ANTENNA

RT2 TACAN ANTENNA HARNESS TO BE RETURNED TO FAA

LPTA TACAN ANTENNA HARNES TO BE RETURNED TO FAA

TACAN COLLAR

1 EACH

SHALL SUPPY OTHER STRAPS AND RIGGING TO EXECUTE THE PICK.

THE FAA WILL FURNISH THE TACAN ANTENNA HARNESS TO REMOVE AND REPLACE THE TACAN. CONTRACTOR

RIGGING TO REMOVE LOAD/UNLOAD AND INSTALL THE VOR SHELTER (TEEPEE).

THE NEW FIBERGLASS TEEPEE IS GFM. THE CONTRACTOR SHALL PROVIDE THE CRANE OPERATOR AND THE

STORED ON SITE.

TRANSFERRED VIA FORM FAA-4650-12, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE GFM WHILE

THE GFM SHALL BE INVENTORIED BY THE CONTRACTOR AND THE FAA COR AT WHICH TIME THE GFM WILL BE

50 FT.

REFURBISHED MONITOR (MAILBOX) COVERS

R425-N HIGH DENSITY NEOPRENE WITH PSA (3/8" X 2 1/2" X 50')12

16 EACHKEYSTONE PLATES

18. WHERE CAULKING IS SPECIFIED, CONTRACTOR SHALL USE 3M 5200 CAULKING OR APPROVED EQUAL.

17. THE CONTRACTOR SHALL USE ANTI-SEIZE COMPOUND ON ALL THREADED PARTS.

16. NOT USED.

AND ONE TO INSTALL EQUIPMENT.

15. CONTRACTOR SHALL PLAN AT LEAST TWO DAYS FOR THE CRANE AND MAN LIFT, ONE TO REMOVE

CONTRACTOR SHALL PROPERLY SECURE NEW TEEPEE IF NOT INSTALLED UPON DELIVERY.

SITE OR LOADED ONTO AN FAA TRAILER FOR OFFSITE TRANSPORT, DEPENDING ON THE SCHEDULED ARRIVAL OF A NEW (GFM) TEEPEE.

EXISTING SHELTER (TEEPEE) MAY EITHER BE STORED ON DOWNS TO PROTECT TEEPEE AND TACAN ANTENNA WHILE STORED ON SITE.

14. CONTRACTOR SHALL SECURE THE TEEPEE AND TACAN ANTENNA, IF APPLICABLE, WITH CONTRACTOR-PROVIDED DUNNAGE AND TIE

NOT USED.13.

12. NOT USED.

SHALL NOTIFY THE CONTRACTING OFFICER (CO) AND COR PRIOR TO PROCEEDING WITH CONSTRUCTION.

11. IF CONDITIONS ARE DIFFERENT THAN THOSE INDICATED IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR

THE FAA.

10. THE CONTRACTOR SHALL LEGALLY DISPOSE OF ALL MATERIALS AND EQUIPMENT NOT RETURNED TO OR RETAINED BY

SHALL PROVIDE ALL LABOR AND EQUIPMENT TO EXECUTE THE WORK, UNLESS OTHERWISE INDICATED.

9. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS UNLESS DESIGNATED AS GFM. THE CONTRACTOR

SUSPEND THE PROJECT SHOULD HE OR SHE DETERMINE THAT AN UNSAFE CONDITION EXISTS.

8. THE CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS. THE C.O. AND/OR COR RESERVES THE RIGHT TO

THE TEEPEE FOR TRANSPORTATION.

THE TACAN ANTENNA OR TOP OF TEEPEE IF NO TACAN ANTENNA EXISTS. THE TACAN MOUNTING COLLAR MUST BE SEPARATED FROM

THE APPROXIMATE 800 LB TEEPEE. THE CONTRACTOR SHALL SUPPLY A 60 FOOT (MIN) TELESCOPING BOOM LIFT CAPABLE OF REACHING

EXECUTE THE WORK. THE CRANE SHALL SAFELY LIFT THE APPROXIMATE 800 LB TACAN ANTENNA (LOCATED ATOP THE TEEPEE) AND

ANTENNA SHELTER (TEEPEE). THE CONTRACTOR SHALL PROVIDE THE PROPER CRANE, OPERATOR, RIGGING, AND A MANLIFT TO

7. THE CONTRACTOR, WITH FAA ASSISTANCE, SHALL REMOVE THE EXISTING TACAN ANTENNA (OR DME), MOUNTING COLLAR, AND VOR

AND MONITOR ANTENNA LOCATIONS (SIGNED AND STAMPED) BY THE RLS.

6. CONTRACTOR TO PROVIDE A ROOF SKETCH OF FINAL FACILITY NORTH POINT (NORTH MONITOR BRACKET) RELATIVE TO TRUE NORTH

BRACKET, MAY BE REMOVED (WITH COR APPROVAL) PRIOR TO ESTABLISHING THE REQUIRED FACILITY NORTH REFERENCE.

MONITOR BRACKETS, OTHER THAN THE NORTH AZIMUTH MONITOR DECK BELOW. FOR ADDITIONAL INFORMATION SEE DRAWING D001.

LOCATED AROUND THE PERIMETER/EDGE OF THE ROOF. THE BRACKETS ARE BOLTED THROUGH THE ROOF MATERIALS AND THE WOOD

PRESERVE THE SIXTEEN VOR MONITOR ANTENNA MOUNTING (KEYSTONE) BRACKETS AND ASSOCIATED HARDWARE WHICH ARE

AFTER AN OFFSET FOR THE NORTH MONITOR BRACKET HAS BEEN ESTABLISHED BY AN RLS, THE CONTRACTOR SHALL REMOVE AND

5. THE FAA COR/RE WILL IDENTIFY THE NORTH MONITOR BRACKET WHICH SHALL BE USED BY THE CONTRACTOR TO CREATE AN OFFSET.

THE CONTRACTOR SHALL PROTECT ALL CABLE CONNECTIONS FROM WEATHER AND DAMAGE DURING CONSTRUCTION. EDGE OF ROOF.

EXISTING VOR TRANSMIT ANTENNAS, TACAN/DME CABLES (INSIDE TEEPEE) AND THE VOR MONITOR ANTENNAS ('MAILBOXES') ALONG

4. THE FACILITY (VOR AND TACAN/DME) WILL BE SHUT DOWN FOR THE DURATION OF THE CONSTRUCTION. THE FAA SHALL REMOVE THE

LEAST 1 WEEK IN ADVANCE.

SHUTDOWN OR OTHER PROVISIONS. COORDINATE ALL SUCH ACTIVITIES AND REQUIRED SHUTDOWNS WITH THE COR AT

3. ANY ACTIVITIES INVOLVING CRANES OR OTHER EQUIPMENT EXCEEDING 15 FEET IN HEIGHT MAY REQUIRE

PRIOR TO CONSTRUCTION START.

2. CONTRACTOR SHALL USE ACCESS ROUTES, STAGING AREAS, AND EMPLOYEE PARKING AREAS APPROVED

TO TACAN EQUIPMENT ARE ONLY AS APPLICABLE.

A FACILITY MAY OR MAY NOT HAVE A TACAN ANTENNA AND COLLAR INSTALLED ON TOP OF THE TEEPEE. ALL REFERENCES

1. THIS DRAWING PACKAGE INDICATES WORK REQUIRED FOR THE REPLACEMENT OF STANDARD VOR EQUIPMENT SHELTER ROOF.

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2023-05-19T07:50:44-0400

CHRISTOPHER H NASH

2023-05-18T17:37:59-0400

YURIY DAVYDAN

FOR CLARITY

CUT AWAY

FASCIA/DRIP

NEW ROOFING

(EXISTING) (GFM)

5/8" KEYSTONE

SYR-19001788-S001

r-

-s

ITEM 8

FLAT WASHER

ITEM 3

HEX NUT

ITEM 2

FLAT WASHER

HEX NUT

LOCK WASHER

ITEM 4

WOOD DECK

EXISTING

A-36 STEEL BAR

3/8"x 1 1/2"x 3 3/4"

ITEM 6

ROD

ITEM 7

2" 0 2" 4"

SCALE: 6" = 1'-0"

3" 0 3" 9"6"

SCALE: 3" = 1'-0"

1' 0 1'3"6"9"

SCALE: 1 1/2" = 1'-0"

ALL THREAD RODS

18-8 STAINLESS STEEL

NAILER

NEW WOOD

ITEM DESCRIPTION QUANTITY

64 EACH

3/8"-16 18-8 STAINLESS STEEL NUTS

3/8" X 1"O.D. 18-8 STAINLESS STEEL FLAT WASHERS

3/8" 18-8 STAINLESS STEEL LOCK WASHERS

256 EACH

32 EACH

64 EACH

NSN

1/4"-20 STAINLESS STEEL NUTS

3/8"-16 X 7" ALL THREAD 18-8 STAINLESS STEEL ROD

1/4"-20 X 1" FLATHEAD MACHINE SCREWS (SS) (PHILLIPS HEAD)

1/4" X 3/4" O.D. 18-8 STAINLESS STEEL FLAT WASHERS & LOCKWASHERS

6061-T6 OR 2024-T4 ALLOY

3/8" X 4" ALUMINUM BAR STOCK

NOT SHOWN FOR CLARITY

ALUMINUM SOFFIT PANEL

NEW NAILER

ITEM 5

3/8"-16 X 2" 18-8 STAINLESS STEEL BOLT

(EXISTING)

WITH FASCIA

2- 2X12 COVERED

FOR 3/8-16 S.S. ALL THREAD RODS (ITEM 7)

3/8" X 1 1/2" X 3 3/4" A-36 STEEL BAR, DRILLED AND TAPPED

2024-T4 ALLOY, DRILLED AND SLOTTED PER DETAIL

3/8" X 5 1/2" X 11" RECTANGULAR ALUMINUM PLATE, 6061-T6 OR

BRACKET (GFM)

KEYSTONE ANGLE

EXISTING FASCIA

(INSTALLED BY OTHERS)

ANTENNA MAST (GFM)

TUBULAR MONITOR

2"x 2" SQUARE

SCREWS

KEYSTONE PLATE

DECK

FLUSH WITH CDX PLYWOOD

ANCHOR SHALL BE MOUNTED

KEYSTONE RECEIVER

ANTENNA MAST

MONITOR

ITEM 1

BRACKET (GFM)

SOFFIT

RE-INSTALL

(SCALE: 1" = 2")

SEE NOTE 6

/4

1 1/2"

1 3/4" 1 3/4"

"64

1" 3" 1 1/2" 1 1/2" 3" 1"

11"

5"

TO SUPPORT SOFFIT

STRAPPING AS NEEDED

NAILER

NEW

STRAPPING

TRANSITION PLATE

MONITOR ANTENNA POLE

SIDE OF ASSEMBLY)

(MONITOR ANTENNA

KEYSTONE RECEIVER

ANGLE BRACKET ASSEMBLY

MOUNTED TO STRUCTURE

SIDE OF ASSEMBLY)

(KEYSTONE ANGLE BRACKET

ITEMS 8-10

K

/A

ID

I

IT

(SEE NOTE 4)

THREADED

1/2" FILLET

LC

6.

S001 SCALE: 6" = 1'-0"

S001

TRANSITION PLATE

MONITOR ANTENNA SUPPORT ASSEMBLY (FRONT)

(MONITOR MAST & KEYSTONE RCVR NOT SHOWN, FOR CLARITY)

MONITOR ANTENNA SUPPORT ASSEMBLY (SIDE)

MONITOR ANTENNA SUPPORT ASSEMBLY (BOTTOM)

DUAL STUD ANCHOR

S001 NOT TO SCALE

T&G PLYWOOD

3/4" PRESSURE-TREATED

/8

3/ 4"

1/

4" 3/4"

FACILITY NORTH.

RADIAL FROM CENTER OF ANTENNA PEDESTAL PLATE EVERY, 22.5 DEGREES FROM

ACCOMODATE FLIPPED ANGLE BRACKET CONFIGURATION.

INVERTED, AND RE-ATTACHED WITH NEW HARDWARE (WIDE END DOWN) TO

SHALL BE SEPARATED. THE KEYSTONE PLATE SHALL BE REMOVED FROM BRACKET,

TWO PART ANGLE BRACKET (SEE 3/D001) ASSEMBLY (REMOVED AT DEMOLITION)

CONTRACTOR SHALL USE ANTI-SEIZE COMPOUND ON ALL THREADED PARTS.

FAA SHALL INSTALL MONITOR ANTENNAS.

ASSEMBLIES AT LOCATIONS SET BY RLS.

CONTRACTOR SHALL FURNISH AND INSTALL SIXTEEN MONITOR ANTENNA SUPPORT

KEYSTONE ANGLE BRACKET AND KEYSTONE PLATE ARE GFM.

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:1 lo tt e syr-19001788-s001

2023-05-19T07:52:35-0400

CHRISTOPHER H NASH

2023-05-18T17:40:21-0400

YURIY DAVYDAN

3/8"

½

2½"

6"

2"

3?"1?"

(SEE DETAIL 4)

NECESSARY

SHIM AS

SEE NOTE 3

8"

¼

?" 2" ?"

3¾"

8"

SUPPORT ASSEMBLY

ALTERNATE MONITOR ANTENNA

NY SYRACUSE

02/27/2023 19001788

SYR-19001788-S002

r-

(2 PARTS) SEE NOTE 2

KEYSTONE ASSEMBLY

BACKING PLATE

FLAT WASHER &

FLAT WASHER &

r-lo tt e

1/2" X 3" STAINLESS STEEL LAG SCREWS WASHERS.

3. IF ACCESS TO NUTS ON BACK SIDE OF FACIA ISN'T AVAILABLE, USE

KEYSTONE PLATE TO KEYSTONE ANGLE BRACKET.

2. TO ACCOMODATE NEW ORIENTATION OF ANGLE BRACKET. RE-INSTALL

OVERHANG IS LESS THAN 5 INCHES.

1. ALTERNATE ANTENNA SUPPORT ASSEMBLY IS TYPICALLY USED WHEN SOFFIT

(SCALE: 1" = 2")

OVER 2 X 12

FASCIA

SEE NOTE 11 ON G003.

ANTENNA PEDESTAL PLATE.

ESTABILSHED FROM CENTER OF

PERPENDICULAR TO RADIAL

BRACKETS ARE SHIMMED TO BE

SIDE VIEW

S002 SCALE: 6" = 1'-0"

ALTERNATE MONITOR ANTENNA SUPPORT ASSEMBLY

GUSSET PLATE

(TYP 4)

3/4" DIA. HOLES

FRONT VIEW

TOP VIEW

BENT PLATE

5/16" THICK

STAINLESS STEEL

TYPE 304

ALTERNATE MONITOR ANTENNA SUPPORT ASSEMBLY (INSTALLED)

OPENINGS

SLOTTED

1 1/2" X 6"

GUSSET PLATES

5/16"

BRACKET BACKING PLATE

BACKING PLATE

3/8" THICK

STAINLESS STEEL

TYPE 304

SHIM DETAIL

syr-19001788-s002

2023-05-19T07:52:46-0400

CHRISTOPHER H NASH

2023-05-18T17:40:33-0400

YURIY DAVYDAN

SYR-19001788-A001

r-

-a

REPLACEMENT AND GROUNDING

ROOF PLAN LAYOUT/COUNTERPOISE

SEE NOTE 12

TYP 16

PERIMETER

TYPICAL AROUND ROOF

ROOF EDGE FLASHING

NOTE 3

NOTE 9

ROOF DIAMETER 52'-9" (+/-)

NOTE 3

SEE NOTE 7

TYP ALL AROUND

LAP SEAMS 6"

6" O.C. MIN

.C

.C

12" O.C. MIN

ANTENNA MOUNTING PLATE

PLYWOOD.

TONGUE AND GROOVE

PRESSURE-TREATED

SYSTEM) SEE NOTE 8.

MEMBRANE (TOP LAYER OF ROOF

NEW PVC SINGLE-PLY ROOF

ELD

EVERY

MI

PLATES

GROUNDING

(TYP 4)

SEE NOTE 1

SHIELD

BARRIER/ICE

NEW VAPOR

(TEEPEE)

ANTENNA ENCLOSURE

RECEPTACLE

120V

SEE NOTE 10

DOOR

PLYWOOD.

TONGUE AND GROOVE

PRESSURE-TREATED

12"

VAPOR BARRIER

=1 '-1

R=2 '-6

AND TAP PLATE FOR SCREWS.

STEEL HEX HEAD CAP SCREWS. DRILL

SEGMENTS TO ANTENNA PEDESTAL PLATE

ATTACH 4 TYPE 304 STAINLESS STEEL GROUNDING

A001

GROUNDING AROUND ANTENNA

NOT TO SCALENOT TO SCALE

STAINLESS STEEL GROUNDING SEGMENT

PRESSURE-TREATED PLYWOOD

FASTENER SPACING IN 3/4"

SINGLE PLY PVC MEMBRANE ROOF/EXPANDED

METAL MESH COUNTERPOISE ROOF

SEE NOTE 2

MESH (COUNTERPOISE)

FLATTENED EXPANDED METAL

NEW TYPE 304 STAINLESS STEEL

SHEET (4 REQUIRED)

22 GAUGE STAINLESS STEEL

FABRICATED FROM

SEGMENTS

WELDED TO STAINLESS STEEL

STAINLESS STEEL WIRE MESH

EXPANDED METAL MESH.

STRIP CENTERED UNDER SEAM IN

PLACE 6" 22 GA TYPE 304 STAINLESS STEEL

METAL MESH STAPLED TO DECK

FLATTENED EXPANDED

TYPE STAINLESS STEEL

3/4" DIAMOND x 13 GA

EVERY 3" MIN

METAL MESH TO BONDING SEGMENT

WELD TYPE 304 STAINLESS STEEL EXPANDED

STAINLESS STEEL MESH SEAM DETAIL

E001

A004

A002

A003

SEE PAGE D001.

REMOVING OLD ROOF SYSTEM.

ROOF SYSTEM) AFTER

(BOTTOM LAYER OF

EXISTING WOOD DECK

13.

12.

11.

10.

9.

8.

7.

INCHES ALONG BOTH SIDES OF SEAM.

AND PERFORM A 1/2-INCH WELD EVERY 6-

BUTT SEAM OF EXPANDED METAL MESH

LOCATIONS DETERMINED BY LOCAL FAA.

FURNISH AND INSTALL TWO SAFETY SIGNS READING "CAUTION-SLIPPERY WHEN WET" AT

FACILITY NORTH AND THEN EVERY 22.5 DEGREES, USING NEW FASTENERS AND BASE.

ANTENNA SUPPORT ASSEMBLIES, WITH EXISTING AZIMUTH MONITOR BRACKETS. BEGIN INSTALLATION AT

SIXTEEN MONITOR BRACKETS. SURVEY AND INSTALL SIXTEEN NEW (CONTRACTOR PROVIDED) MONITOR

SURVEY AND ESTABLISH NORTH AZIMUTH MONITOR BRACKET REFERENCE. REMOVE AND PRESERVE

AND ORIENTATION.

DELIVERY OF THE NEW ANTENNA SHELTER INSTALL NEW ANTENNA SHELTER IS SAME LOCATION

SO AS TO REMOVE OLD SEALANT AND GASKETING, STORE OR LOAD ONTO FAA TRUCK, UPON

OR CRANE. REMOVE, CLEAN AND SCRAPE THE UNDERSIDE BASE OF THE ANTENNA SHELTER

CONTRACTOR SHALL REMOVE THE TEEPEE WITH FAA ASSITANCE PROVIDING BUCKET TRUCK

REMOVE EXISTING RECEPTACLES, INCLUDING WIRING.

INSTALL A NEW LADDER SUPPORT IN LOCATION DETERMINED BY LOCAL FAA.

INSTALL SINGLE-PLY FULLY ADHERED, PVC ROOFING MEMBRANE WITH MINIMUM 15-YEAR WARRANTY.

INSTALL ROOF EDGE FLASHING AND BOTTOM RETAINING STRIP. SEE DETAILS ON PAGE A002.

PER DETAIL 4 ON THIS PAGE.

INSTALL 4' x 8' x 3/4" THICK PRESSURE-TREATED TONGUE AND GROOVE PLYWOOD

NOTES ON PAGE A003.

ANTENNA ENCLOSURE TO BE REINSTALLED IN SAME LOCATION AND ORIENTATION PER DETAILS AND

MONITOR ANTENNA SUPPORT ASSEMBLIES WITH GFM MONITOR ANTENNA, ANGLE BRACKETS. SEE DWG-S001.

BEFORE INSTALLING EDGE FLASHING, SURVEY AND INSTALL NEW (CONTRACTOR FURNISHED)

SEE DETAIL ON PAGE E001.

INSTALL TYPE 304 STAINLESS STEEL GROUNDING PLATES AT THE FOUR CORNERS OF THE BUILDING.

STAPLE MESH WITH AT LEAST ONE STAPLE PER EVERY 3 SQUARE FEET.

INSTALL 3/4" DIAMOND x 13 GAUGE TYPE 304 STAINLESS STEEL FLATTENED EXPANDED METAL MESH.

INSTALL BUTYL UNDERLAYMENT VAPOR BARRIER (GRACE ULTRA OR APPROVED EQUIVALENT).

r-

:1 lo tt e syr-19001788-a001

2023-05-19T07:50:56-0400

CHRISTOPHER H NASH

2023-05-18T17:38:16-0400

YURIY DAVYDAN

SYR-19001788-A002

r-

ROOF EDGE FLASHING DETAILS AND GROUNDING

TREATED PLYWOOD

3/4" PRESSURE-

SINGLE-PLY MEMBRANE

FULLY ADHERED

FLASHING STRIP

HOT WELD

ROOF EDGE

MONITOR ANTENNA

OF ROOF

FLASHING AROUND PERIMETER

HOT WELD

LAG SCREW 8" O.C

FASTENERS, WITH #3 PHILLIPS HEAD

#12x3 1/4" "BUILDEX" ROOFGRIP

IN PLYWOOD EDGE

3/4"x3/4" CHAMFER

TONGUE AND GROVE PLYWOOD

3/4" PRESSURE-TREATED

MEMBRANE

SINGLE-PLY ROOFING

MEMBRANE

SINGLE-PLY ROOFING

AND MONITOR BRACKETS

ACCOMMODATE FLASHING

ADD NAILER, SIZED AS NECESSARY TO

"SARNAFIL" SARNACLAD METAL

A002 NOT TO SCALE

A00

A002 SCALE: 1 1/2"=1'-0"

PLAN VIEW OF PORTION OF ROOF EDGE

SHOWING EDGE FLASHING SECTION

A002 NOT TO SCALE

SECTION THROUGH ROOF EDGE

r-lo tt e syr-19001788-a002

2023-05-19T07:51:09-0400

CHRISTOPHER H NASH

2023-05-18T17:38:30-0400

YURIY DAVYDAN

14'-3"

20'-2 3/4" (TYPICAL SLOPE = 1/4" PER FOOT = APPROX 5")

SYR-19001788-A003

ANTENNA ENCLOSURE PLAN AND DETAILS

r-

VARIES

DIM

08' 8'

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

16'

01' 1' 3'2'

SCALE: 3/4" = 1'-0"

ROOF LINE

2X6 DECKING

(S

Q

10'-0"

52'-9"

GALV STEEL

1/8" THICK

(2 PLACES)

5/8" DIA HOLE

(2 PLACES)

45 CHAMFER

D.

C.

B.

A.

TEEPEE INSTALLATION NOTES:

SCALE: 3/4" = 1'-0"

SECTION THRU ROOF

FASTENING STRIP (GFM)

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

ANTENNA ENCLOSURE (TEEPEE) PLAN

2" 4"2" 0

FASTENING STRIPS.

3/8"X 3", SS, HEX HEAD LAGS, SS WASHERS, AND THE (GFM)

FILL WITH CAULK PRIOR TO SECURING THE TEEPEE WITH

THE CONTRACTOR SHALL DRILL PILOT HOLES AND

WILL APPROVE THE FINAL LOCATION AND RADIAL ORIENTATION.

TEEPEE ON THE NEW ROOF. ONCE POSITIONED CORRECTLY, THE FAA

AND CENTERING THE TEEPEE. THE CONTRACTOR SHALL PLACE

THE CONTRACTOR SHALL MAKE REFERENCE MARKS FOR ORIENTING

CONTACT ADHESIVE TO BE USED AS/IF REQUIRED.

FIRMLY HOLD IN PLACE. THE CONTRACTOR SHALL SUPPLY THE

MAY REQUIRE THE APPLICATION OF CONTACT ADHESIVE TO

TYPICALLY COMES WITH PRESSURE SENSITIVE ADHESIVE, BUT

TO THE UNDERSIDE OF THE TEEPEE. NOTE: THE GASKET MATERIAL

THE CONTRACTOR WILL THEN APPLY THE TEEPEE GASKET MATERIAL

CLEANING AND REMOVING ANY OLD GASKET MATERIAL.

ATION OF THE (GFM) TEEPEE GASKET BY THOROUGHLY

PREPARE THE BOTTOM SURFACE OF THE TEEPEE FOR INSTALL-

JUST PRIOR TO SETTING THE TEEPEE, THE CONTRACTOR SHALL

TEEPEE INSTALLATION SEQUENCE:

METAL MESH

EXPANDED

ROOF STRUCTURE

MEMBRANE ROOFING. SEE DETAILS

PLYWOOD UNDERLAYMENT, SINGLE-PLY PVC

EXPANDED METAL MESH, 3/4" T & G CDX

NEW ROOF DECK (WHERE REQUIRED), VAPOR BARRIER,

NEW

VINYL SOFFIT AND PROVIDE

REMOVE OLD PERFORATED

FAA ASSITANCE

INSTALLED BY CONTRACTOR WITH

VOR ANTENNA SHELTER (TEEPEE)

AS NEEDED

NEW NAILER, FURR DOWN,

RE-INSTALL SOFFIT UNDER

SIDING

INSULATION (TYP.)

SPRAY FOAM

TRIM TO OUTLOOKERS (2 LOCATIONS)

CONTRACTOR SHALL RE-INSTALL

STRIP (GFM)

FASTENING

OF BONDING SEGMENT

END AT OUTER RADIUS

PLYWOOD UNDERLAYMENT

PVC MEMBRANE AND

(SEE 3/A001 AND 1/E001)

CONTRACTOR

INSTALLED BY

BONDING SEGMENT

BY FAA

INSTALLED

PEDESTAL

VOR ANTENNA

(TEEPEE)

ANTENNA ENCLOSURE

GASKET (TYP)

RUBATEX

(8 PLACES)

CLAMP (GFM)

HOLD DOWN

(CENTER POLE)

POLARIZER

12'-1/2" (TYPICAL FLAT)

PLYWOOD UNDERLAYMENT

PVC MEMBRANE AND

1/4"/FT TYP SLOPE (MAY VARY)

MEMBRANE AND TEEPEE

TO BE BONDED TO PVC

LIQUID APPLIED FLASHING

AND CLEATS

BLOCKING

BUILDING

STRAPPING

3/4" X 2"

CELING

3/8" PLYWOOD

ACCESS HOLE PATCH

AROUND EDGE

1X TRIM TYPICAL

BREAK METAL

ALUMINUM SOFFIT

REMOVE AND REUSE

MAST (SEE NOTE 6)

MONITORING ANTENNA

2 X 6 WOOD DECK

ROSIN PAPER

METAL TERNE ROOFING

CEILING

3/8" PLYWOOD

VINYL SIDING

BUILDING EXTERIOR WALL

C10 X 8.5

SLOPE 1/4"/FT (TYP.)

(REMOVE)

BACKER PLATE

BOLTED TO C10 VIA CLIP ANGLES

DOUBLE 2 X 12 PERIMETER BEAM

CONDUIT. SEE NOTE 11

REMOVE EXISTING

CONTRACTOR SHALL

COAX CABLE

FASCIA AND SOFFIT

ALUMINUM

(SOLDERED AND SCREWED). SEE NOTE 7

CLAMPS FROM ANTENNA PEDESTAL PLATE

REMOVE TERNE PLATE AND HOLD DOWN

REMOVE TERNE ROOFING

FASTENING STRIP AND WASHERS

VOR ANTENNA ENCLOSURE

MEMBRANE AND TEEPEE

TO BE BONDED TO PVC

LIQUID APPLIED FLASHING

INSULATION

VOR ANTENNA PEDESTAL PLATE

3" BATT INSULATION

1/2" LAG BOLTS

BOLTED TO C10 WITH

4" X 6" TAPERED NAILERS

ROSIN PAPER, BOARD INSULATION, AND SINGLE PLY MEMBRANE

ASPHALTIC SURFACED TERNE PLATE ROOF/COUNTERPOISE,

CONTRACTOR TO REMOVE:

SOFFIT AND REPLACE WITH NEW

REMOVE EXISTING PERFORATED VINYL

ROOF SECTION

2" X 6" T&G DECKING

PLACED IN A SPECIAL DUMPSTER FOR ASBESTOS ABATEMENT

CONTAINING TAR AND STONE ROOF. EVERYTHING SHOULD BE

UNDER THE INSULATION ARE REMNANTS OF AN ASBESTOS

ASSUME THE TERNEPLATE WILL BE ROTTED THROUGHOUT.

r-lo tt e syr-19001788-a003

2023-05-19T07:51:20-0400

CHRISTOPHER H NASH

2023-05-18T17:38:46-0400

YURIY DAVYDAN

3'-3" MIN

14"

KH 05/18/2020 19001788

SYR-19001788-A004

WALKWAY LAYOUT AND LADDER SUPPORTS

r-

ROOF DECK

ENTIRE ROOF SURFACE

ROOFING MATERIAL OVER

SINGLE-PLY PVC MEMBRANE

TO NEW LADDER SUPPORT

ALIGN NEW WALKWAY

(SEE NOTE 2)

MEMBRANE ROOFING

(OR EQUAL) TO PVC

ADHERE SARNATRED

3/4" PLYWOOD

HEADS WITH CAULKING (TYP)

FILL DEPRESSIONS AROUND BOLT

LONG

STEEL ANGLE 1'-9"

2"x 2"x 1/4" GALV

WASHERS SPACED TO CLEAR FLASHING

WITH NUT BETWEEN TWO FLAT SS

3/8" DIA. x 6" LONG SS BOLTS

AND WALKWAY WITH TEEPEE DOOR

ALIGN LADDER SUPPORT

2'-0"

MANUFACTURER. CONFIGURE TO PREVENT PONDING OR TRAPPED WATER.

SEAMS AND JOINTS WHERE ACCESSIBLE AND APPROVED BY PVC MEMBRANE

MAT WITH "SARNAFIL" SARNACOL 2170 ADHESIVE, OR EQUAL. HOT-AIR WELD ALL

1/4" SEAM AT JOINTS AND AROUND THE ANTENNA SHELTER. ATTACH WALKWAY

WALKWAY MAT MATERIAL SHALL BE "SARNAFIL" SARNATRED, OR EQUAL. ALLOW

TEL 800-892-8012.

"SAMSEL SUPPLY COMPANY", 1285 OLD RIVER ROAD, CLEVELAND, OHIO, 44113,

A YELLOW BACKGROUND AND BLACK LETTERS. SIGNS CAN BE PURCHASED FROM

STEEL AND FURNISHED WITH 1/4" EYELETS IN EACH CORNER. SIGN SHALL HAVE

CONSTRUCTED OF BUTYRATE PLASTIC BACKED WITH 20 GAUGE GALVANIZED

INSTALL ONE SAFETY SIGN AT THE LADDER SUPPORT. SIGNS SHALL BE

LADDER AT FACILITY

ADD BLOCK AS NEEDED

STEEL ANGLE 1'-9" LONG

2" x 2" x 1/4" GALV

INSIDE ANTENNA SHELTER

INSTALL SARNAFIL SARNATRED

A004 SCALE: 3/16"=1'-0"

WALKWAY LAYOUT 2

A004 SCALE: 3" = 1'-0"

LADDER SUPPORT

A004 SCALE: 3" = 1'-0"NOT TO SCALE

SIGNAGE LADDER SUPPORT - SIDE VIEW

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

8' 12'4'04'

SCALE: 3" = 1'-0"

9"6"3"3" 0

HARDWARE

IN PLYWOOD FOR

3/4" DIA THRU HOLE

LOCK WASHER, & NUT

HEX HEAD STAINLESS STEEL BOLT,

ATTACH WITH 3/8-16 x 1 1/4"

STEEL ANGLE 2'-2" LONG.

2"x 2"x 1/4" GALVANIZED

(OR EQUAL)

'SARNAFIL' SARNATRED

DIRECTLY TO DOORWAY

WALKWAY MAT MATERIAL

r-

:3 lo tt e syr-19001788-a004

2023-05-19T07:51:29-0400

CHRISTOPHER H NASH

2023-05-18T17:39:19-0400

YURIY DAVYDAN

SYR-19001788-D001

DEMOLITION PLAN

r-

-d

04' 4' 8' 12'

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

ROOF EDGE

36'-0" SQUARE

10'-0"

4'-0"

27' +/-

1'-9"

TO ROOF SURFACE

ANGLE BRACKET ATTACHED

EXISTING KEYSTONE

BE REMOVED (16 PL)

ANGLE BRACKET TO

EXISTING KEYSTONE

AND PROTECTED

TO BE REMOVED

ALUMINUM SOFFIT

BEYOND

ALUMINUM FASCIA

1" POLYISO INSULATION (TYP)

REMOVE EXISTING ROOF WITH

52'-9" DIAMETER

(SEE NOTE 8)

LADDER HOLD BOLTS

TEEPEE ENCLOSURE

FAA SHALL REMOVE

9 AND 10)

ANTENNAS (SEE NOTES

VOR AND TACAN

FAA WILL REMOVE

ASSEMBLIES (SEE NOTE 6)

SHALL REMOVE MOUNTING BRACKET

REMOVED BY FAA. CONTRACTOR

EXISTING VOR MONITOR ANTENNAS TO BE

PLACE IN SPECIAL DUMPSTER FOR LEAD TRASH

ROOFING/COUNTERPOISE

REMOVE ORIGINAL TERNE PLATE SHEET

(SEE NOTE 3)

REPAIR AS NEEDED

DECK BOARDS REMAIN

ORIGINAL 2" T&G

PERIMETER BEAMS BELOW

DOUBLE 2" X 12" STRUCTURAL

INSIDE TEEPEE

120V FLOOR RECEPTACLE

BELOW

BUILDING LINE

(16 PLACES) REMOVED BY FAA

VOR MONITOR ANTENNAS

SOFFIT AND REPLACE WITH NEW

REMOVE EXISTING PERFORATED VINYL

FASCIA

ALUMINUM

VINYL SIDING

ANTENNA POST

2X2 ALUMINUM

REMOVED BY FAA (APPROX. 800 LBS)

TACAN ANTENNA

REMOVED BY FAA (APPROX. 300 LBS)

TACAN COLLAR

(APPROX 800 LBS)

REMOVED BY FAA

VOR TEEPEE

ONLY FOR CLARITY) SEE NOTE 6

(16 PLACES, SHOWN AT SIDES

VOR MONITOR ANTENNAS

DIM VARIES

PLACED IN A SPECIAL DUMPSTER FOR ASBESTOS ABATEMENT

TAR AND STONE ROOF. EVERYTHING SHOULD BE

ARE REMNANTS OF AN ASBESTOS CONTAINING

THROUGHOUT. UNDER THE INSULATION

ASSUME THE TERNEPLATE WILL BE ROTTED

SCALE: 3/16" = 1'-0"D001

2 VORTAC FACILITY

D001

ROOF PLAN

TAPERED TO EDGE

C10'S WITH 4 X 6 NAILERS

STEEL ROOF FRAMING BELOW,

RUBBER WALKWAY

REMOVE

OBSTRUCTION LIGHTS.

FAA WILL CUT (DISCONNECT) THE OBSTRUCTION LIGHT CONDUIT AND CONTRACTOR SHALL REMOVE ALL CONDUIT AND

FAA WILL REMOVE 16 ANTENNAS AND CABLE AND CONTRACTOR SHALL REMOVE THE PVC CONDUIT THAT IS ATTACHED TO FASCIA.

CONTRACTOR SHALL COORDINATE TEEPEE REMOVAL WITH IAA FAA COR. SEE NOTES ON G003.

NOT USED.

CONTRACTOR SHALL REMOVE LADDER HOLD BOLTS THEN SEAL HOLES WITH CAULK.

THAN THREE ANTENNA HOLD-DOWN CLAMPS AT ONE TIME TO EXECUTE THE WORK.

CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO MOVE ANTENNA BASE PLATE. THE CONTRACTOR SHALL NOT REMOVE MORE

RLS LICENSED IN THE STATE.

ESTABLISHING THE MONITOR BRACKET LOCATIONS. ALL LOCATION, MONUMENTATION, AND LAYOUT WORK SHALL BE DONE BY AN

MONITOR ANTENNA LOCATIONS. IN SOME CASES, ROTATION OF THE NORTH MONITOR BRACKET MAY BE SPECIFIED WHEN RE-

NOTE 5 ON G003. THE CONTRACTOR SHALL RE-ESTABLISH THE NORTH MONITOR BRACKET ON NEW ROOF AND USE TO LAY OUT

MONITOR SUPPORT BRACKET. THE NORTH MONITOR BRACKET SHALL BE LOCATED AND MARKED PRIOR TO ROOF DEMOLITION PER

A FACILITY NORTH RADIAL EXTENDS FROM VOR PEDASTAL PLATE CENTER POINT THROUGH THE CENTER OF THE NORTHERN MOST

FAA WILL DISCONNECT COAX CABLING AND REMOVE 16 MONITOR ANTENNAS.

NOT USED.

REPLACE ALL REMOVED WOOD DECK MATERIAL WITH PRESSURE TREATED 2" X 6" T & G TO MATCH EXISTING.

BOLTED INTO THE DECK.

OFFICER. EXPECT TO ESPECIALLY REPLACE THE WOOD DECKING AROUND THE PERIMETER WHERE THE KEYSTONE BRACKETS ARE

ROOF DECK WILL REQUIRE REPLACEMENT DUE TO ROT. IF QUANTITY EXCEEDS 500 SF, IMMEDIATELY NOTIFY CONTRACTING

REMOVE ALL ROOFING MATERIALS DOWN TO THE EXISTING WOOD DECK. IT IS EXPECTED THAT APPROXIMATELY 500 SF OF WOOD

MEMBRANE.

CONTAINS LEAD) TOPPED WITH AN ASPHALTIC ROOF COATING, 1" POLYISOCYANURATE INSULATION BOARD, AND AN EPDM ROOF

EXISTING ROOF OVER 2"X6" WOOD ROOF DECK MAY INCLUDE: ROSIN PAPER, TIN-COATED METAL (TERNE PLATE ROOFING WHICH r-

-d

:4 lo tt e syr-19001788-d001

2023-05-19T07:51:46-0400

CHRISTOPHER H NASH

2023-05-18T17:39:42-0400

YURIY DAVYDAN

SYR-19001788-E001

GROUNDING DETAILS I

r-

1' 0 1'3"6"9"

(SCALE: 1/2" = 1")

01" 1" 2"

SCALE: 1" = 1"

NEW WOOD BLOCKING

CRIMPED FITTING

HYDRAULIC COMPRESSION

SHALL BE 12 TON

USE NOALOX

SEE NOTE 2

1/4" HO

LES

1 1/

(M

IN)

4" MIN.

EXISTING DECKING

HOLE FOR GROUND LUG

VAPOR BARRIER

DURING INSTALLATION

(SEE NOTE 2) CAULK

HOLD-DOWN CLAMP (TYP 8)

HOLD DOWN CLAMP

ROOF OPENING GAP

ANTENNA PEDESTAL PLATE/

HOLD DOWN CLAMP

ALONG EDGES OF PLATE

GROUNDING PLATE

WELD MESH TO

NEW WOOD BLOCKING

(SEE NOTES 3 & 4)

GROUND PLATE (TYP 4)

GROUND LUG, FASTENED TO

WIRE IN NEW DOUBLE BOLT

NEW #2 BARE GROUND

DT#18865

NOT SHOWN FOR CLARITY)

(3/4" PLYWOOD AND PVC MEMBRANE

1 STAPLE PER 3 SQ FT OF MESH.

MESH STAPLED TO DECK. AT LEAST

FLATTENED EXPANDED METAL

3/4" DIAMOND X TYPE 304 STAINLESS STEEL

BONDING SEGMENTS

TYPE 304 STAINLESS STEEL

FOR CLARITY)

(3/4" PLYWOOD NOT SHOWN

TYPE 304 STAINLESS STEEL METAL MESH

NOT SHOWN FOR CLARITY)

(3/4" PLYWOOD AND PVC MEMBRANE

1 STAPLE PER 3 SQ FT OF MESH.

MESH STAPLED TO DECK. AT LEAST

STEEL FLATTENED EXPANDED METAL

3/4" DIAMOND X TYPE 304 STAINLESS STEEL

GROUNDING PLATE

4" WIDE x 14" LONG (FOUR REQUIRED)

16 GA STAINLESS STEEL SHEET 0.030 THICK

(LOCATED NEAR EACH CORNER OF BUILDING)

GROUNDING PLATE WITH NEW CONDUCTOR

GROUNDING PLATE - ISOMETRIC VIEW

GROUNDING PLATE INSTALLED

EVERY 3" MIN

MESH TO BONDING SEGMENT

WELD EXPANDED METAL

PLATE

ANTENNA

E002

EVERY 3", SEE NOTE 1

TO ANTENNA PEDESTAL PLATE

MECHANICALLY FASTEN

CONTRACTOR SHALL PROVIDE ALL LAG BOLTS TO SECURE THE TEEPEE TO THE ROOF.

ACTUAL ROOF DIMENSION.

THE 3" VERTICAL DIMENSION ON DEATIL 3 MAY NEED TO BE ADJUSTED FOR

THE CONTRACTOR SHALL PROVIDE NEW DOUBLE BOLT COPPER LUGS.

MAY VARY AND SHALL BE FIELD DETERMINED.

SHOWN IN DETAIL 3, THIS SHEET. THE 3-INCH VERTICAL DIMENSION

GROUNDING PLATE SHALL BE 16 GAUGE STAINLESS STEEL FABRICATED AS

PRIOR TO INSTALLATION OF LAG SCREWS.

THE CONTRACTOR SHALL DRILL A PILOT HOLE AND FILL WITH CAULK

BONDING SEGMENT.

(NOALOX OR EQUAL) PRIOR TO MECHANICALLY ATTACHING STAINLESS STEEL

SURFACE. COAT WITH NON-CORROSIVE, ELECTRICALLY CONDUCTIVE GREASE

PLATE, REMOVE PAINT, SOLDER, RUST, AND ANY OTHER IMPURITIES FROM

CONTRACTOR SHALL CLEAN AND PREPARE OVERLAP AREA OF ANTENNA PEDESTAL

PEDESTAL PLATE

TO EDGE OF VOR ANTENNA

3" (MIN) FROM EDGE OF

r-

:5 lo tt e syr-19001788-e001

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CHRISTOPHER H NASH

2023-05-18T16:51:21-0400

TIMMY KIM

SYR-19001788-E002

GROUNDING DETAILS II

r-

04' 4' 8'

SCALE: 1/4" = 1'-0"

DT#18865

ENTRANCE BREAKER

HOOD

PROTECTION

AC POWER SURGE

HVAC

/C

/C

(BY TELCO)

TELE CONN RJ47S

EXCLUSION KEY

ANTENNA SWITCH BOX

AND VOR RF CABLES)

2" EMT (TACAN TRIG

PROTECTION

LIGHTNING SURGE

TELCO BOX

(TELE CABLE PH2)

1" EMT PH1

ANTENNA ACCESS

ANTENNA CABLES

4x4 SQUARE DUCT

(SEE NOTE 6)

TACAN FEED CABLE

POWER CABLES

SQUARE DUCT

1" EMT (GRD (4 PLACES)

CHK RF CABLES)

ANTENNA SPEED CONT

AND RCO COMM.

ENVIRONMENTAL SENSE

TACAN MONITOR CABLES

(BATTERY CABLES)

2" EMT

BATT RACK PH1

(MONITOR CABLES)

SQUARE DUCT

SWEEP ELL INTERFACE BOX

BATTERY

CABLES

TACAN MONITOR

#6 SYSTEM GROUND

POWER CABLES AND

1" EMT BCPS AC

PANEL D

"J" BOX (NOTE 4)

MON ANTENNA COAX

SWITCH CONT. CABLES)

3/4" EMT (ANTENNA

I.O.T.

I.O.T. CABLES

BCPS

EXTENSION

TACAN CABLE

AND CONT CABLES

4x4 SQUARE DUCT RF

DME

TACAN/

CAB FRONT

(TYP. OF 16)

MONITORING ANTENNA

EXIST.

CONCRETE PAD

TRANSFORMER ON

DUCT

SQUARE

EXHAUST PIPE

E/G

PAD

ON CONCRETE

TRANSFORMER

D002 SCALE: 1/4" = 1'-0"

BUILDING PLAN

NOTE 6

TACAN POLE (R)

OVERHEAD CABLES TO

BETWEEN ANTENNAS (R)

CONDULETS AROUND ROOF

1" CONDUITS AND

DME FEED CABLE

IL

36'-0" EXISTING BUILDING

SINGLE POINT GROUND PLATE WITH GREEN/YELLOW COLOR COVER,

REPRESENTIVE OF FAA RE, AND NOT WITHIN 24 HOURS OF RAINFALL.

10 OHMS. ALL EARTH GROUND TESTING SHALL BE DONE IN THE PRESENCE OF THE FAA

MAXIMUM RESISTANCE TO GROUND OF EACH EES OR AT ISOLATED LOCATIONS MUST NOT EXCEED

CONDUCT GROUND RESISTANCE TESTING ON EARTH ELECTRODE SYSTEMS USING 3 PROBE METHOD.

ALL LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE UL LISTED FOR HI/LOW TEMPERATURE.

MATERIAL FROM CONTACT SURFACES.

PRIOR TO GROUNDING, REMOVE ANY NONCONDUCTIVE PAINT, ENAMEL, OXIDATION OR FOREIGN

GREEN WITH ORANGE TRACER OR LARGER INSULATED COPPER CONDUCTORS.

NECESSARY TO ASSURE ELECTRICAL CONTINUITY WITH #6 AWG INSULATED COLOR CODED IN

GROUND ALL ENCLOSURE, FITTINGS AND OTHER NON-CURRENT CARRYING METAL PARTS WHERE

MATCHING DIES.

MINIMUM COMPRESSION FORCE WITH A TOOL USING CONCENTRICALLY OR CIRUMFERENTIALLY

WITH THE LATEST VERSION OF FAA-STD-019, WITH HYDRAULIC CRIMPED TERMINATIONS USING 12-TON

ALL MECHANICAL GROUNDING CONNECTIONS SHALL BE DOUBLE BOLT, DOUBLE CRIMP IN COMPLIANCE

WITH A #2 AWG INSULATED COPPER CONDUCTOR GOING TO EES.

ALL EXTERNAL OBJECTS SUCH AS A PROTRUDING VENT HOOD, DAY TANK, SECURITY LIGHT, ETC.

PRIOR TO ENTERING THE GROUND AT NOT LESS THAN 18 INCHES ABOVE GRADE.

LIGHTNING DOWN CONDUCTOR SHALL BE EXOTHERMIC WELDED TO A #4/0 AWG BARE CONDUCTOR

CONNECTIONS TO UNDERGROUND METALLIC PIPES (EXCLUDING GAS LINES AND FUEL TANKS).

COPPER INTERCONNECTING CONDUCTORS, USING EXOTHERMIC WELDS, EXOTHERMIC WELDING

EARTH ELECTRODE SYSTEM (EES) CONSISTS OF DRIVEN COPPER GROUND RODS, BURIED #4/0 AWG

NOT BE GREATER THAN 10 OHMS.

EARTH ELECTRODE SYSTEM (EES) RESISTANCE TO EARTH SHALL BE AS LOW AS POSSIBLE, BUT SHALL

#4/0 AWG COPPER CONDUCTOR.

OR EXTERIOR FOOTING AND INTERCONNECTED USING EXOTHERMIC WELD BY A BURIED, BARE,

GROUND RODS SHALL BE PLACED MINIMUM 2 FEET TO MAXIMUM 6 FEET OUTSIDE THE FOUNDATION

19.

18.

17.

16.

15.

14.

13.

12.

SEE NOTE 12.

ORANGE COVER

PLATE WITH GREEN AND

SUPPLEMENTAL GROUND

ELECTODE SYSTEM #4/0

NEW EARTH

NOTE 11

SEE

NOTE 11

SEE NOTE 11

ALL UNDERGROUND CONNECTIONS SHALL BE EXOTHERMIC-WELDED WITH NO EXCEPTIONS.

EMT BETWEEN THE SERVICE DISCONNECT SWITCH AND NEWLY INSTALLED RAYVOSS SPD.

THE SERVICE DISCONNECT SWITCH AND 3-#2/0 AWG THHN 1-#4 AWG INSULATED GREEN IN 3 INCH

120-3Y-A1-4-06-A. FURNISH AND INSTALL DOUBLE BARREL TERMINAL LUG ON THE LOAD SIDE OF

REPLACE THE EXISTING SPD BY LIGHTNING PROTECTION CORP. WITH RAYVOSS SPD. MAKE NO.

#4/0 AWG GREEN INSULATED COPPER, COLOR CODED IN GREEN WITH ORANGE TRACER.

MAIN GROUND PLATE WITH GREEN / WHITE COLOR COVER PLATE.

#4/0 AWG INSULATED COPPER, COLOR CODED IN GREEN WITH YELLOW TRACER.

MULTI POINT GROUND PLATE WITH GREEN / ORANGE COLOR COVER PLATE.

#4/0 GREEN INSULATED COPPER. COLOR CODED IN GREEN WITH ORANGE TRACER.

DOWN CONDUCTOR LOCATION SEE DETAIL 4 SHEET E001.

NOTE 13

NOTE 14

NOTE 14

SEE NOTE 15

NOTE 16

IN 3" SCHEDULE 80 PVC

INSULATED COPPER,

500 KCMIL GREEN

SYSTEM #4/0

ELECTODE

NEW EARTH

COPPER GROUND ROD

EXISTING 3/4" X 10'

WELDED TO THE

TO BE EXOTHERMIC

NOTE 17

SEE NOTE 18

ASSOCIATED AC WIRINGS

WITH RAYVOSS SPD MODEL NO, 120-3Y-AI-4-06-A AND THE

REPLACE THE EXISTING SPD (LIGHTING PROTECTION CORP)

(TYP 6)

3/4" X 10' COPPER GROUND ROD

IN SCHEDULE 80 PVC

500 KCMIL GREEN INSULATED COPPER

(MINIMUM 2 FEET BELOW GRADE)

#4/0 AWG BARE COPPER

r-lo tt e syr-19001788-e002

2023-05-19T07:52:06-0400

CHRISTOPHER H NASH

2023-05-18T16:51:46-0400

TIMMY KIM