Combined Construction Drawings for the LYH VOR Roof Replacement.pdf

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LYH VOR

ROOF REPLACEMENT

MEMBRANE/STAINLESS STEEL MESH

7 6 5 4 3

1B

VOR SITE • Yel low Branch

VICINITY MAP

ROOF SYSTEM

LYNCHBURG

DESCRIPTION

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

LYH VOR

ROOF REPLACEMENT

COVER SHEET

DESIGNED ISSUED BY DATE Qg/Q1/2020 JCN ACH

VA

DRAWN ORA.WING NO REV

ACH

CHECKED S0-0-L YH·GDD1

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DRAWING NUMBER

SO-D-L YH-G001

SO-D-LYH-G002

SO-D-LYH-G003

SO-D-L YH-D001

SO-D-L YH-A001

SO-D-LYH-A002

SO-D-LYH-A003

SO-D-LYH-A004

SO-D-L YH-S001

SO-D-LYH-S002

SO-D-L YH-E001

7 6

DRAWING INDEX

DRAWING TITLE

COVER SHEET

DRAWING INDEX, ABBREVIATIONS, AND LEGEND

GENERAL NOTES AND GFM LIST

DEMOLITION PLAN

ROOF PLAN LAYOUT/COUNTERPOISE REPLACEMENT

AND GROUNDING

ROOF EDGE FLASHING DETAILS AND GROUNDING

ANTENNA ENCLOSURE PLAN AND DETAILS

WALKWAY LAYOUT AND LADDER SUPPORTS

MONITOR ANTENNA SUPPORT ASSEMBLY

ALTERNATE MONITOR ANTENNA SUPPORT ASSEMBLY

GROUNDING DETAILS

FACILITY COORDINATES

LATITUDE 37,254601N

LONGITUDE -79,236504W

ELEVATION 880' AMSL

7 6

A

ACII

A-G

AGL

AIP

ALS

ADA

ARP

ASOS

ATCT

AWG

BLO

BSCU

C c-c

COA

CFW

CKT

CNO

co

COR

cw

DEB

DIA !01

DISC

DIIE

OIIE CO

OPU

OU

DWG

EES

EL

EIIT

EOR

EXIST

FAA

FBO

FON

FOO

FT

GA

GALV

GC

GFCI

GFII

GND

GRSC

GS

HH

HZ

ILS

IN

INSUL

KHZ

KV

KVA

LHA

LIR

LDC

LOIi

IIALS

IIASLF

IIASLR

IIAX

IIHZ

IIIN

11P

MSL

N N/A

NAS

NOB

NEC

NIC

NOTAII

NTP

NWS

OB

DC

OFA

p

PAPI

PLC

PNL

PR

PRIii

PVC

R/W

RAIL

REIL

REL

RED

RF

RLS

RIIII

RIIMS

RIIC

RRCS

RSA

RT

RTR

RVR

SCH

SEC

SIIO

SP

ss

SSC

STA

T T/W

TACAN

TEL

TELCO

TH

TDC

TOS

TSA

TYP

UPS

V

VHF

VOR

W/ ws

XFIIR

XIITR

5 4

ASBREVIA TIONS

- AIIP

- ASBESTOS CONTAINING MATERIAL

- AIR TO GROUND

- ABOVE GROUND/GRADE LEVEL

- AIRPORT IMPROVEMENT PROGRAM !FAAJ

- APPROACH LIGHT SYSTEM

- AIR OPERATIONS AREA

- A I RPORT REFERENCE PO I NT

- AUTOMATED SURFACE OBSERVATION SYSTEM !NWSJ

- AIR TRAFFIC CONTROL TOWER

- AMERICAN WIRE GAUGE

- BUILDING

- BARE SOL IO COPPER

- CONTROL

- CENTER TO CENTER

- COPPER OEVELOPIIENT ASSOCIATION

- CENTERFIELD WINO

- CIRCUIT

- CONOUI T I DUCT I

- CONTRACTING OFFICER !FAAJ

- CONTRACTING OFFICER'S REPRESENTATIVE !FAAJ

- COURSE WIDTH !LOCALIZER>

- DIRECT EARTH BURIAL

- DIAMETER

- DISCONNECT

- DISTANCE MEASURING EQUIPMENT

- OME CORPORA T I ON

- DATA PROCESSING UNIT

- DISTRIBUTION UNIT

- DRAWING

- EARTH ELECTRODE SYSTEM

- ELEVATION

- ELECTRIC METALLIC TUBING

- ENO OF RUNWAY

- EXISTING

- FEDERAL AVIATION AOIIINISTRATION

- FIXED BASE OPERATOR

- FOUNOAT ION

- FOREIGN OBJECT DEBRIS

- FEET

- GENERAL AVIATION

- GALVANIZED

- GROUND CHECK !LOCALIZER>

- GROUND FAULT CIRCUIT INTERRUPTER

- GOVERNMENT FURNISHED MATERIAL

- GROUND

- GALVANIZED RIGID STEEL CONDUIT

- GLIDE SLOPE !ILSI

- HANO HOLE

- HERTZ

- INSTRUMENT LANDING SYSTEM

- INCH

- INSULATED

- KILOHERTZ

- KILOVOLT

- KILOVOLT AMPERE

- LAIIP HOUSING ASSEMBLY !PAPI>

- LOW IMPACT RESISTANCE

- LOCALIZER I ILSJ

- LOCATOR OUTER MARKER !NOB & 0111

- IIEOIUII INTENSITY APPROACH LIGHT SYSTEM

- IIALS WITH SEQUENCED FLASHERS

- IIALS WITH RUNWAY ALIGNMENT INDICATOR LIGHTS IIIALS-RAILJ

- IIAXIIIUII

- MEGAHERTZ

- IIINIIIUII

- MULTI-POINT IGROUNOJ

- IIEAN SEA LEVEL

- NEUTRAL

- NOT APPL I CABLE

- NATIONAL AIRSPACE SYSTEM

- NON -DIRECTIONAL BEACON

- NATIONAL ELECTRIC CODE

- NOT IN CONTRACT

- NOTICE TO AIRMEN

- NOTICE TO PROCEED

- NATIONAL WEATHER SERVICE

- OBSTRUCTION

- ON CENTER

- OBJECT FREE AREA

- OUTER MARKER !ILSJ

- POWER

- PRECISION APPROACH PATH INDICATOR

- PLACES

- PANEL

- PAIR

- PRIMARY

- POLYVINYL CHLORIDE

- RUNWAY

- RUNWAY ALIGNMENT INDICATOR LIGHTS

- RUNWAY ENO IDENTIFIER LIGHTS

- RUNWAY EDGE LIGHTS

- REQUIRED

- RADIO FREQUENCY

- REGISTERED LANO SURVEYOR

- REMOTE MAINTENANCE MONITORING

- REMOTE MAINTENANCE MONITORING SYSTEM

- REMOTE MONITORING SUBSYSTEM

- REMOTE RADIO CONTROL SYSTEM

- RUNWAY SAFETY AREA

- REMOTE TRANSMITTER

- REMOTE TRANSMITTER/RECEIVER

- RUNWAY VISUAL RANGE

- SCHEDULE

- SECONDARY

- SYSTEM MANAGEMENT OFFICE IFAAJ

- SINGLE-POINT !GROUND>

- STAINLESS STEEL

- SYSTEM SUPPORT CENTER !FAAJ

- STATION

- TELEPHONE

- TAXIWAY

- TACTICAL AIR NAVIGATION

- TAXIWAY EDGE LIGHTS

- TELEPHONE COMPANY

- THRESHOLD

- TOP OF CONCRETE

- TOP OF STEEL

- TAXIWAY SAFETY AREA

- TYPICAL

- UNINTERRUPTIBLE POWER SOURCE/SUPPLY

- VOLT

- VERY HIGH FREQUENCY

- VERY HIGH FREQUENCY OIINI RANGE

- WITH

- WIND SOCK

- TRANSFORMER

- TRANSII I TYER

5 4

SYMBOLS LEGEND

SUBTITLE REFERENCE

REFERENCE NUMBER/LETTER

!PLAN. DETAIL/ELEVATION, SECTION)

xxxxxxxxxxx r. SCALE: X:XXX '---- sCALE

SHEET NUMBER!Sl WHERE CALLOUT!SJ TO PLAN, ELEVATION, SECTION OR DETAIL IS/ARE LOCATED

ELEVATION CALLOUT REFERENCE

~ELEVATION REFERENCE LETTER

LT NUMBER WHERE

ELEVATION IS LOCATED

SECTION CALLOUT REFERENCE

~SECTION RAERENCE LETTER

L ...... ~, ..

SECTION IS LOCATED

DETAIL CALLOUT REFERENCE

~DETAIL REFERENCE NUMBER

L. __ . ~ ...

DETAIL IS LOCATED

DRAWING PREFIXES

GXXX - GENERAL

DXXX - OEIIOLITION

AXXX - ARCH I TE C TUR AL

SXXX - STRUCTURAL

EXXX - ELECTRICAL/ELECTRONIC

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

LYH VOR

ROOF REPLACEMENT

DRAWING INDEX, ABBREVIATIONS,

AND LEGEND

LYNCHBURG

DESIGNED ISSUED BY DATE 09/01/2020 IJCN

DRAWN ORA.WING NO

CHECKED I S0-0-L YH-G002

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GENERAL NOTES:

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

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

TO TACAN EOUIPMENT ARE ONLY AS APPLICABLE.

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

PRIOR TO CONSTRUCTION START.

3. ANY ACTIVITIES INVOLVING CRANES OR OTHER EQUIPMENT EXCEEDING 15 FEET IN HEIGHT MAY REOUIRE SHUTDOWN OR OTHER PROVISIONS. COORDINATE ALL SUCH ACTIVITIES ANO REOUIRED SHUTDOWNS WITH THE COR AT

LEAST 1 WEEK IN ADVANCE.

4. THE FACILITY (VOR ANO TACAN/OMEI WILL BE SHUT DOWN FOR THE DURATION OF THE CONSTRUCTION. THE FAA SHALL REMOVE THE EXISTING VOR TRANSMIT ANTENNAS, TACAN/DME CABLES (INSIDE TEEPEE! ANO THE VOR MONITOR ANTENNAS C'MAILBOXES'I ALONG EDGE OF ROOF. THE CONTRACTOR SHALL PROTECT ALL CABLE CONNECTIONS FROM WEATHER ANO DAMAGE DURING CONSTRUCTION.

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

AFTER AN OFFSET FOR THE NORTH MONITOR BRACKET HAS BEEN ESTABLISHED BY AN RLS, THE CONTRACTOR SHALL REMOVE AND PRESERVE THE SIXTEEN VOR MONITOR ANTENNA MOUNT ING (KEYSTONE I BRACKETS AND ASSOC IATEO HARDWARE WHICH ARE LOCATED AROUND THE PERIMETER/EDGE OF THE ROOF. THE BRACKETS ARE BOLTED THROUGH THE ROOF MATERIALS AND THE WOOD DECK BELOW. FOR ADDITIONAL INFORMATION SEE DRAWING 0001. MONITOR BRACKETS, OTHER THAN THE NORTH AZIMUTH MONITOR BRACKET, MAY BE REMOVED (WITH COR APPROVAL I PRIOR TO ESTABLISHING THE REQUIRED FACILITY NORTH REFERENCE.

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

ANO MONITOR ANTENNA LOCATIONS ISIGNEO ANO STAMPED! BY THE RLS.

7. THE CONTRACTOR, WITH FAA ASSISTANCE, SHALL REMOVE THE EXISTING TACAN ANTENNA COR OMEI, MOUNTING COLLAR, AND VOR ANTENNA SHELTER (TEEPEE!. THE CONTRACTOR SHALL PROVIDE THE PROPER CRANE, OPERATOR, RIGGING, ANO A MANLIFT TO EXECUTE THE WORK. THE CRANE SHALL SAFELY LIFT THE APPROXIMATE 800 LB TACAN ANTENNA !LOCATED ATOP THE TEEPEE! AND THE APPROXIMATE 800 LB TEEPEE. THE CONTRACTOR SHALL SUPPLY A 60 FOOT (MINI TELESCOPING BOOM LIFT CAPABLE OF REACHING THE TACAN ANTENNA OR TOP OF TEEPEE IF NO TACAN ANTENNA EXISTS. THE TACAN MOUNTING COLLAR MUST BE SEPARATED FROM

THE TEEPEE FOR TRANSPORTATION.

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

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

9. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS UNLESS DESIGNATED AS GFM. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND EOUIPMENT TO EXECUTE THE WORK, UNLESS OTHERWISE INDICATED.

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

THE FAA.

11. IF CONDITIONS ARE DIFFERENT THAN THOSE INDICATED IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER CCOI AND COR PRIOR TO PROCEEDING WITH CONSTRUCTION.

12. THE CONTRACTOR SHALL REMOVE EXISTING INSULATION FROM ABOVE CEILING PRIOR TO INSTALLING NEW INSULATION, IF APPL I CABLE.

13. THE CONTRACTOR SHALL SPRAY IN NEW INSULATION ABOVE THE CEILING IN ACCORDANCE WITH THE CONTRACT SP l

CIFICATION.

UNDERSIDE OF DECK SHALL BE PREPPED ANO SPRAYED WITH CLOSED CELL FOAM INSULATION. MINIMUM R-VALUE xxxxxl SHALL BE MET FOR PROJECT AREA PER LOCAL BUILDING CODE. EXPOSED SPRAY-ON INSULATION SHALL MEET FIRE CODE F R MAT£RIAL, OR BE

TREATED WITH FLAME RETARDANT TO MEET APPLICABLE FIRE CODE.

14. CONTRACTOR SHALL SECURE THE TEEPEE ANO TACAN ANTENNA, IF APPLICABLE, WITH CONTRACTOR-PROVIDED DUNNAGE AND TIE DOWNS TO PROTECT TEEPEE AND TACAN ANTENNA WHILE STORED ON SITE. EXISTING SHELTER (TEEPEE! MAY EITHER BE STORED ON SITE OR LOADED ONTO AN FAA TRAILER FOR OFFSITE TRANSPORT, DEPENDING ON THE SCHEDULED ARRIVAL OF A NEW CGFMI TEEPEE.

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

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

AND ONE TO INSTALL EOUIPMENT.

16. CONTRACTOR SHALL PLAN AT LEAST TWO DAYS LABOR FOR TWO MEN CIN ADDITION TO CRANE OPERATOR! TO ASSIST FAA IN

REMOVAL AND INSTALLATION OF EOUIPMENT.

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

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

ELECTRICAL WORK:

1. ALL ELECTRICAL WORK SHALL CONFORM TO LATEST VERSIONS OF FAA-C-1217 ANO FAA-C-1391

AND IN NO CASE SHALL VIOLATE THE NATIONAL ELECTRIC CODE CNFPA 70, NEC!.

2. THE CONTRACTOR SHALL MAKE ALL POWER SERVICE TERMINATIONS C IF APPL I CAPLE l, AND GROUND

TERMINATIONS.

ELECTRICAL GROUNDING:

1. GROUNDING AND LIGHTNING PROTECTION SHALL MEET LATEST VERSIONS OF FAA STANDARD 019, "LIGHTNING ANO SURGE PROTECTION, GROUNDING, BONDING ANO SHIELDING

REQUIREMENTS FOR FACILITIES AND ELECTRONIC EQUIPMENT".

SITE WORK:

1. DIMENSIONS, ELEVATIONS, CONTOURS ANO HEIGHTS INDICATED ARE APPROXIMATE ANO SHALL BE

VERIFIED IN THE FIELD BY THE CONTRACTOR.

2. THE CONTRACTOR SHALL IMMEDIATELY REPAIR UTILITIES DAMAGED DURING EXCAVATION ACTIVITIES.

ANO SHALL CONDUCT REPAIRS AT CONTRACTOR'S EXPENSE.

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

APPROVED BY THE FAA COR.

8 7 6

4 3 2

GFM MATERIAL LIST

ITEM NSN DESCRIPTION QUANTITY

1 5◄11-01-325-1940 REFURBISHED VOR ANTENNA ENCLOSURE I TEEPEE l 1 EACH

2 - TACAN ANTENNA 1 EACH

3 5975-00-867-080 T ACAN COLL AR 1 EACH

◄A 5999-01-509-6◄53 RTA2 TACAN ANTENNA HARNESS 1 EACH

48 5985-01-363-1755 LPTA TACAN ANTENNA HARNESS 1 EACH

5 5825-00-867-4652 KEYSTONE ANGLE BRACKET 16 EACH

6 5985-01-573-3161 CL-1 HOLD DOWN CLAMPS 8 EACH

7 5340-01-623-0186 TEEPEE FASTENING STRIPS 18 EACH

8 TEEPEE LOWER ANO UPPER GASKET MATERIAL

TABLE - GOVERNMENT f'URNISHED MATERIAL tGf'M)

NOT TO SCALE

GOVERNMENT FURNISHED MATERIALS tGf'M) NOTES:

1, GFM WILL BE DELIVERED TO THE SITE BY THE GOVERNMENT,

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

THE GFM Will BE TRANSFERRED (VIA FAA 4650-12 FORM!. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE GFM WHILE STORED ON SITE.

3. THE NEW FIBERGLASS TEEPEE IS GOVERNMENT FURNISHED MATERIAL. THE CONTRACTOR

SHALL PROVIDE A PROPER CRANE, OPERATOR, ANO RIGGING TO REMOVE, LOAD/UNLOAD,

ANO INSTALL THE VOR SHELTER (TEEPEE!. THE CONTRACTOR SHALL ASSIST IN SETTING

THE TEEPEE ON THE VOA SHEL TEA.

◄• THE FAA Will FURNISH TACAN ANTENNA HARNESS TO REMOVE AND REPLACE TACAN C IF APPL I CABLE l, CONTRACTOR SHALL SUPPLY OTHER STRAPS ANO RIGGING TO EXECUTE

THE PICK.

5. All ABOVE LISTED GFM ITEMS MAY NOT BE APPLICABLE. SOME ITEMS ARE EXISTING ANO

MAY BE REUSED,

AOA SPEClf'IC SITE DETAIL NOTES:

1. IF THE WORK ASSOCIATED WITH THE VOR SHELTER ROOF REPLACEMENT IS WITHIN THE AIRPORT OPERATIONS AREA CAOAI, YEH ICLE MOVEMENT BY CONTRACTOR WITH IN THE AOA SHALL BE MADE ONLY WITH ESCORT BY THE FAA COR, OR OTHER

INOIVIOUAL BADGED FOR DRIVING ON THE AOA.

2. FOR PROJECTS ON THE AOA, THE CONTRACTOR SHALL ALSO CONDUCT FOD INSPECTIONS OF All VEHICLES PRIOR TO DRIVING ON THE ADA. THE CONTRACTOR SHALL BE VIGILANT TO REMOVE DIRT, MUD OR OTHER FOO WHICH MAY TRACK ONTO THE ADA

PAVEMENT AND BE INGESTED INTO JET ENGINES.

3. THE CONTRACTOR SHALL COMPLY WITH AIRPORT SECURITY BADGING ANO ACCESS REQUIREMENTS TO WORK ON THE AIRFIELD. SECURITY BADGES MUST BE DISPLAYED AT All TIMES WHILE ON THE AIRFIELD.

4. CONTRACTOR VEHICLES SHALL BE MARKED IN ACCORDANCE WITH THE AIRPORT AUTHORITIES REQUIREMENTS WHICH

MAY INCLUDE: A ROTATING BEACON AND/OR FLAG.

S. IF REOUIREO BY THE AIRPORT AUTHORITY, THE CONTRACTOR'S VEHICLES SHALL BE EOUIPPEO WITH A RADIO TO MONITOR

AIR TRAFFIC ON THE APPROPRIATE FAA FREQUENCIES.

S. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE. FOR PROJECTS WITHIN THE ADA, EQUIPMENT ANO MATERIAL SHALL BE REMOVED FROM THE WORK SITE AT THE END OF EACH WORK SHIFT. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE OF CONSTRUCTION DEBRIS ANO OTHER FOREIGN OBJECT DEBRIS CFOOJ WHICH MAY BLOW ONTO THE RUNWAYS.

LIFTS NOT EASILY TRANSPORTED SUCH AS SCISSORS LIFTS MAY BE BOOMED DOWN AND STORED ON SITE UNDER VOR ROOF EVE.

REV

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

PEDERAL AVIATION ADMINISTRATION

LYH VOR

ROOF REPLACEMENT

GENERAL NOTES ANO GFM LIST

LYNCHBURG

DESIGNED

ACHI ISSUED BY

DRAWN

DATE

09/01/2020 I

JCN

ORA.WING NO

REDLINE

DATE

ACHI

CHECKED I S0-0-L YH-G003

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3:

0:::

0:::

I l o:::

z

STEEL ROOF FRAMING BELOW,

CID'S WI TH ◄ X6 HAILERS

T APEREO TO EDGE

REMOVE EXISTING

120V FLOOR RECEPTACLE

INSIDE TEEPEE

KEYSTONE ANGLE

BRACKET !SEE NOTE 71

MONITORING ANTENNA

MAST !SEE NOTE 61

REMOVE ANO REUSE

ALUMINUM SOFF IT

BREAK METAL--------+--+H~

ALUMINUM

FASCI A AND SOFF IT------+-++--

CONTRACTOR SHALL

REMOVE EXISTING

CONDUIT. SEE NOTE 10

DOUBLE 2 X 12 PERIMETER BEAM

BCI. TED TO C10 VIA CL IP ANGLES

6 5 4 3 2

27' +/-

REMOVE CJIIGINAL TERNE PLATE SHEET

ROOF ING/COUNTERPOISE t-----TACAN ANTENNA H

EXISTING VOR MONITCJI ANTENNAS TO BE

REMOVED BY FAA. CONTRACTOR

SHALL REMOVE MOUNT I NG BRACKET

ASSEMBL JES !SEE NOTE 61

REMOVE

RUBBER WALKWAY

I IF APPL I CABLE I

LADDER HOLD BOLTS

!SEE NOTE 81

VOR MON I TOR ANTENNAS

116 PLACES> REMOVED BY FAA

I

36' -o• SQUARE

REMOVED BY FAA I APPROX. 800 LBS I

TACAN COLLAR

REMOVED BY FAA I APPROX. 300 LBS I

VOR TEEPEE

REMOVED BY FAA

I APPROX 800 LBS I

VOR MONITCJI ANTENNAS

I 16 PLACES, SHOWN AT SIDES

ONLY FOR CLAR I TY I SEE NOTE 6 2X2 AL UM I NUM

ANTENNA POST

1 , · -g•

DIM VARIES

G

F

FAA WILL REMOVE

VOR AND T ACAN

ANTENNAS ! SEE NOTE

9 I

2 VORTAC FACILITY

ROOF PLAN

0001 NOT TO SCALE

EX 1ST ING KEYSTONE

ANGLE BRACKET ATTACHED

TO ROOF SURF ACE ---~

REMOVE EXISTING ROOF WITH

1• POLYISO INSULATION (TYPI

EXISTING

ROOF DECK

52'-6" DIAMETER

OTHER ROOF ING

ALUMINUM SOFF IT

TO BE REMOVED

ANO PROTECTED

ALUMINUM FASCIA

BEYOND

0001 SCALE: 3/16" • 1'-0"

EXISTING KEYSTONE

ANGLE BRACKET TO

BE REMOVED I 16 PL I

ROOF EDGE

MATERIAL (VARIES>~ --........ KEYSTONE ANGLE BRACKET

METAL TERNE ROOF ING /

ROSIN PAPER

2 X 6 WOOD DECK '-... /

CONTRACTOR TO REMOVE:

ASPHALT IC SURF ACED TERNE PLATE ROOF/COUNTERPOISE,

ROSIN PAPER, BOARD INSULATION, ANO SINGLE PLY MEMBRANE

c,o x e.s

PERFORATED VINYL SOFFIT !EXISTING)

VINYL SIDING- -

BUILDING EXTERIOR WALL

A ROOF SECTION

0001 NOT TO SCALE

NOT TO SCALE

REMOVE EXISTING

3• BATT INSULATION

4' 0 4'

SCALE: 3/16"

4 3

8'

1'-0"

NOTES:

;-:---fiiisTJNG ROOF OVER 2"X6" WOOD ROOF DECK VARIES BUT MAY INCLUDE: ROSIN PAPER, TIN-COATED METAL !TERNE PLATE ROOFING WHICH CONTAINS LEAOI TOPPED WITH AN

ASPHALTIC ROOF COATING, 1• POLYISOCYANURATE INSULATION BOARD, AND AN EPDM ROOF

MEMBRANE.

2. REMOVE ALL ROOF ING MATERIALS DOWN TO THE EXIST ING WOOD DECK. IT IS EXPECTED THAT

APPROXIMATELY 500 SF OF WOOD ROOF DECK WILL REOUIRE REPLACEMENT DUE TO ROT, IF

OUANTITY EXCEEDS 500 SF, IMMEDIATELY NOTIFYCONTRACTING OFFICER.

3. REPLACE ALL REMOVED WOOD DECK MATERIAL WITH PRESSURE-TREATED 2• X 6" T & G TO

MATCH EXISTING.

◄, CONTRACTOR SHALL REMOVE EXISTING INSULATION 13" BATT, TYPI FROM ABOVE CEILING, E

5. FAA WILL DISCONNECT COAX CABLING ANO REMOVE 16 MONITOR ANTENNAS, D

6, A FACILITY NCJITH RADIAL EXTENDS FROM VOR PEOASTAL PLATE CENTER POINT THROUGH THE

CENTER OF THE NORTHERN MOST MONITOR SUPPORT BRACKET, THE NORTH MONITOR BRACKET

SHALL BE LOCATED AND MARKED PRIOR TO ROOF DEMOLITION PER NOTE 5 ON G003. THE

CONTRACTOR SHALL RE-ESTABLISH THE NCJITH MONITOR BRACKET ON NEW ROOF AND USE TO LAY

OUT MONITOR ANTENNA LOCATIONS, IN SOME CASES, ROTATION OF THE NORTH MONITOR

BRACKET MAY BE SPECIF JED WHEN RE-ESTABLISHING THE MONITOR BRACKET LOCATIONS, ALL LOCATION, MONUMENT AT ION, AND LAYOUT WORK SHALL BE DONE BY AN RLS L ICENSEO IN THE

STATE.

7, CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO MOVE ANTENNA BASE PLATE, THE CONTRACTOR

SHALL NOT REMOVE MORE THAN THREE ANTENNA HOLD-DOWN CLAMPS AT ONE TIME TO EXECUTE

THE WORK.

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

9, gr~~:~rn~ ~~~~ COORDINATE TEEPEE REMOVAL WITH FAA COR. SEE ALL APPLICABLE NOTES C

10. FAA WILL REMOVE CABLES, CONTRACTOR SHALL REPLACE CONDUIT AS APPLICABLE,

12'

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

LYH VOR

ROOF REPLACEMENT

OEMOLI TI ON PLAN

< S ITE SPEC IF IC >

LYNCHBURG

DESIGNED ISSUED BY DATE 09/01/2020 JCN

DRAWN DRAWING NO

REDLINE

DATE

-CHECKED S0-D-L YH·D001

"' B

VA

A

ACTIVE

F

E

D

C

B

A

EXISTING WOOD DECK

{BOTTOM LAYER OF

ROOF SYSTEM) AFTER

REMOVlNG OLD ROOF

SYSTEM. SEE PAGE D001-JH--H--l--l-bl

NEW VAPOR

BARRIER/ICE

SHIELD

SEE NOTE 2

PRESSURE-TREATED

TONGUE AND GROOVE

PLYWOOD.

SEE NOTE 7

STMI.ESS STEEL GROUtC>lt<IG SEGYEIIIT _,,_

7 6

11011: 10 0

SIIIICI.E PLY PVC YEUBA#€ ROOF I @ EXPAMQEQ W:TN- W:$H COUNTERPOISE B90f -" ., STAINLESS STEEL WIRE MESH

WELDED TO STAINLESS STEEL

SEGMENTS

ANTENNA MOUNTING PLATE

ATTACH 4 STAINLESS STEEL GROUNDING

SEGMENTS TO ANTENNA PEDESTAL PLATE

WITH 36 1/4"0-20 X 3/4" LONG

STAINLESS STEEL HEX HEAD CAP SCREWS.

DRILL AND TAP PLATE FOR SCREWS.

ROOF OIAUETER 52'-g• (+/-)

-N-

00 11011: 4

CROlH>IMC MOlH) AMTEl!ftA

IIOI 10 _,

WELD SS EXPANDED METAL

MESH TO BONDING SEGMENT

EVERY 3" MIN

z :i u ci

3 2 tmES;

I. IIIEWW: ALL IIOQFIIIG YAll:IIIALS 110111 IO 1IC ElCISNG 1100D DECIC. 11 IS EJA:Cll:D THAI APPIIDH-,AIELY !ICIO SF f6 -,CO

IIOQF DECK~ IIIE~ IIIEPLACE..:111 IIUE 10 IIOI. ~ OUMIIIIY ElCCt:EDS !ICIO SF, ...a)IAll:LY IIOWY C:OIIIIACNG OFl'ICER. IIIEPLACE ALL IIIEYOW:D 1100D DECK YAll:IIIAL •IH 2" It 6" I a: G IO YAICH ElCISMIIG.

2. IIISIALL a.I'll. IHIIEIILA'IUl:111 VAPOR 8AMll€11 (GRACE ULTRA QR AIIPACMD ECUVALEIII).

.5. IIISIALL J/4" OIMOG It !I GAia SIM&t:SS Sll:EL FLAlll:IIED EIPNG:D ..:TAI. ..:SH. STAPLE ..:SH .IH Al LEAST CN:

STAPLE PEIi EWIIY .l SOUAIIIE FH I.

4. IIISIALL SIM&t:SS Sll:EL ~ PLAll:S Al 1IC FOUR COINIIS f6 1IC W SEE DEIM. 011 PAGE EOOI

Fa. Kl'CIIIE IIIISIALUIIIG EDGE FL~ SURw:Y MID IIISIALL 111:• (CCIIIIIIACIQR-F'U111'51CD) YCJIIIIQR Allll:IIIIA SJIIIIQRI ASSE-.CS •IH Gn,I YCJIIIIQR Allll:IIIIA AIIGLt: IIIACICUS. SCE IIIIAWIIG 5001.

I. MITE .... EIICLOIIR (TEEPEE) IO K IIIEIIIISIALLED II SA..: LOCAIICIII MID QIIIUIIAIICIII (Ulu:SS A 111:• 0.:IIIAIICIII IS IPl:tn:D IIY COi) PEIi DEIM.S MID IIOIES 011 IIIIAWIIG Am.5.

7. IIISIALL 4' It If It !,/4" IICIC PIIIESlla: - RA TED ICIGIE MID GROOw: PL YMl0D PEIi DE IA 4 011 INS PAGE.

& IIISIALL IIOQF [l)G[ FLA5HIIG MID IOIICIY IIIEIAIIIIIG STRIP. SEE DEIM.S 011 PAGE A002.

!I. IIISIALL SIIGI-PLY FULLY AOICIIIED. PVC II00FIIG ..:1119WC .IH ...... 10-YEAlt IJAIIRAJIIY,

10. IIISIALL A 111:• LMIIIIER SIA'Cltl II LOCAIICIII DEIDIIIN:D IIY LOCAL FM.

II, IIIEWW: EltlSNG RECEPTACLES. IICLUOIIG

12. CCIIIIIIACIQR 9IALL IIEWW: 1ICllt AIIIDIIIA IIICLn:R (TEEPEE) •IH FAA ASl!ISIAIICE, CLt:AII MID SCRAPE 1IC IHIIERSa IIAIE f6 1IC AIIIEIIIIA IIICLll:11 SQ AS IO IIIEWW: ClLD SEAi.Mii MID GASICENIG, MID SIQIIIE OIi LOM> 011 FAA IIIM.ER.

1.5. SURw:Y MID ESIAIUIM A FACILITY IIORIH IIIEFEIIIEIICE IIAIED 011 1IC CEllll:11 f6 1IC IIQRIH ._.,IH YCJIIIIQR IIIACICU.

IIEIICM MID PIIIESEN SlltlEEII YCJIIIICII IIIACICEl5. SURw:Y MID IIIISIALL Slltn:EII 111:• (CCIIIIIIACICII-PROIIIIIIED) YCJIIIIQR MIii: .... SJIIIIQRI ASSE-.CS .IH [ltlSNG ._.,IH IOIIICII AIIGLt: IIIACICEIS. KC. IIISIALLA11011 Al FACILITY IIQRIH, MID 11CII EWIIY 22.FI DEGIIIEES. U9tlG 111:• FASll:IIERS MID 8ASt.

14, F.-.stt MID IIISIALL l1IO SAFETY SIGIIS IIIEAOIIG "CAullCIII-Sl.l'PERY .CII •I" Al LOCA110115 DETE...:D IIY LOCAL FM.

¾" DIAMOND X 9 GA STAINLESS

STEEL FLATTENED EXPANDED METAL

MESH STAPLED TO DECK

PLACE 6" 22 GA STAINLESS STEEL

STRIP CENTERED UNDER SEAM IN

SS EXPANDED METAL MESH.

BUTT SEAM OF EXPANDED METAL

MESH AND WELD TO SS STRIP FOR

½" {MIN) EVERY 6" ALONG BOTH

SIDES OF SEAM.

@STMI.ESS STEEL YESH SEAU OETM.

I IIOI 10 -I

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

LYH VOR

ROOF REPLACEMENT

ROOF PLAN LAYOUT/COUNTERPOISE

REPLACEMENT ANO GROUNDING

REDLINE

DATE

LYNCHBURG

1. 6" o.c. MIN .I REVIEWED BY SUBMIT~E~ lffW-1~~8 ~vilo1i'o a ,,.a a a a a

DESIGNED ISSUED BY DATE 09/01/2020 JCN ACH

DRAWN

ACH

ORA.WING NO REV

CHECKED S0-0-L YH-A001

4 3 2

H

G

F

E

D

C

B

A

F

E

D

C

B

3/4" PRESSURE

TREA TED PLYWOOD

')4" PRESSURE-TREATED

TONGUE AND GROVE PLYWOOD

6 5

SINGLE-PLY MEMBRANE

FLASHING AROUND PERIMETER

OF ROOF

MONITOR ANTENNA

BRACKET

C) C)

!o! io!

i,) io!

c:;;;;;;;;;;;;;

-- SINGLE-PLY ROOFING

MEMBRANE

SINGLE-PLY MEMBRANE

FLASHING STRIP

FULLY ADHERED

SINGLE-PLY MEMBRANE

HOT WELD

LAG SCREW 8" O.C

@ SECTION THROUGH ROOF EDGE

IIIOT TO SCALE

PLAN VIEW OF PORTION OF ROOF EDGE

SHOWING EDGE FLASHING SECTION

¾"X¾" CHAMFER

IN PLYWOOD EDGE

#12x3 1 /4" "BUILDEX" ROOFGRIP FASTENrRs, WITH /13 PHILLIPS HEAD

ADD NAILER, SIZED AS NECESSARY TO

ACCOMMOOA TE FLASHING

AND MONITOR BRACKETS

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

F EDGE FLASHING

AF'IL SARIIIAQ.AO UETAL

TO SCALE

SINGLE-PLY ROOFING

MEMBRANE

ROOF' EOOE F'LASHIIIIG

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

VOR

ROOF REPLACEMENT

ROOF EDGE FLASHING DETAILS

ANO GROUNDING

LYNCHBURG

REVIEWED BY SUBMIT~E~

a ,,.a a a a a

DESIGNED

ACH

ISSUED BY

DRAWN

ACH

DATE 09/01/2020 JCN

ORA.WING NO

REDLINE

DATE

CHECKED S0-D-L YH-A002

H

G

F

E

D

C

F

E

D

C

B

A

2·

1 /8" THICK

GALV STEEL

S/8" DIA HOLE

12 PLACES l

F ASTENINC STRIP ccn.o

SCALE: 6" • 1'-0"

◄5" CHAMFER

12 PLACES>

APPLY BEAD OF 3M 5200

CAULKING OR EQUAL

AROUND BASE OF TEEPEE

20' -2 3/◄ • (TYPICAL SLOPE • 1 /◄ • PER FOOT • APPROX S • l

I I I I I I I I

SIDING

RE-INSTALL SOFFIT UNDER

NEW NAILER, FURR DOWN,

AS NEEDED

L CONTRACTOR SHALL RE-INSTALL

TRIM TO OUTLOOKERS 12 LOCATIONS>

n

3/8" PLYWOOD

CEILING

1/◄ "/FT

ACCESS HOLE PATCH

1X TRIM TYPICAL

AROUND EDGE

A SECTION THRU ROOF

io ,,., VOR

BUILDING

52'•9"

10'-0"

ROOF LINE

I

ANTENNA ENCLOSURE

CTEEPEE) I

I

I

ANTENNA ENCLOSURE <TEEPEE> PLAN

SCALE: 1/8" • 1"-0"

A003. SCALE: 3/4" • 1'-0"

6 5

12'-112" (TYPICAL FLAT)

l>lc,__ __ ANTENNA ENCLOSURE I TEEPEE l

INSTALLED BY FAA

!SHEET G003/NOTE 161

SS ExPANOED

METAL MESH

EXISTING

ROOF STRUCTURE

(MAY VARY)

_,,,- POLARIZER

/ PEDESTAL

2X6 OECKIN

( CENTER POLE l

VOR ANTENNA

PEDESTAL

INSTALLED

BY FAA

BONDING SEGMENT

INSTALLED BY

CONTRACTOR

<SEE 3/A001 AND 1/E001

PVC ME MB RANE ANO

PL YWOOO UNOERLAYMENT

ENO AT OUTER RADIUS

OF BOND I NG SEGMENT

PVC MEMBRANE AND

PLYWOOD UNOERLAYMENT

1' 0 1' 2'

SCALE: 3/4" 1'-0"

8' 0 8'

SCALE: 1/8" • 1'-0"

3'

16'

TEEPEE INSTALLATION NOTES:

1. TEEPEE INSTALLATION SEQUENCE:

A. JUST PRIOR TO SETTING THE TEEPEE, THE CONTRACTOR SHALL

PREPARE THE BOTTOM SURFACE OF THE TEEPEE FOR INSTALL

ATION OF THE IGFMl TEEPEE GASKET BY THOROUGHLY

CLEANING ANO REMOVING ANY OLD GASKET MATERIAL.

B. THE CONTRACTOR WILL THEN APPLY THE TEEPEE GASKET MATERIAL

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

TYPICALLY COMES WITH PRESSURE SENSITIVE ADHESIVE, BUT

MAY REQUIRE THE APPLICATION OF CONTACT ADHESIVE TO

FIRMLY HOLD IN PLACE. THE CONTRACTOR SHALL SUPPLY THE

CONTACT ADHESIVE TO BE USED AS/IF REQUIRED.

C. THE CONTRACTOR SHALL MAKE REFERENCE MARKS FOR ORIENTING

AND CENTERING THE TEEPEE, THE CONTRACTOR SHALL PLACE

REFURBISHED TEEPEE ON THE NEW ROOF. ONCE POSITIONED

~~~1~fTh~iE~~~T~~-Wlll APPROVE THE FINAL LOCATION ANO

D. THE CONTRACTOR SHALL DRILL PILOT HOLES AND

Fill WITH CAULK PRIOR TO SECURING THE TEEPEE WITH 3/8"X 3", SS, HEX HEAD LAGS, SS WASHERS, ANO THE IGFMl

FASTENING STRIPS.

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

VOR

ROOF REPLACEMENT

REDLINE

DATE

ANTENNA ENCLOSURE PLAN ANO DETAILS

LYNCHBURG

DESIGNED

DRAWN

CHECKED

ACH

ISSUED BY

ACH

DATE 09/01/2020 JCN

ORA.WING NO

S0-D-L YH-A003

REV

H

G

F

E

D

C

F

E

D

C

B

A

ALIGN NEW WALKWAY

TO NEW LADDER SUPPORT ------..

" " " " WALKWAY IIAT UU:RIAL

DIRECTLY TD DDOffll.lY

'SARNAF IL' SARNAT~

I I

I I

I I

I

I OR EOUALI "

I I

I

AOHEff61'SARNATREO <~_.&DUAL l TO PVC

~RANE ROOF I NG

/ I ENOTE 21 ,..,-

- AL I GN L AODEJI--S(jpPORT

ANO •~ WI TH TEEPEE DOOR

5-- SINGLE ·PLY PVC IIEieRANE -----

ROOF ING MATERIAL OVER

ENT I RE ROOF SURF ACE

I I

I I

I

NOTES:

I I

I

I I

I

WALKWAY LAYOUT

A004 SCALE• 3/16"•1'·0"

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

CONSTRUCTED OF BUTYRATE PLASTIC BACKED WITH 20 GAUGE GALVANIZED STEEL

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

YELLOW BACKGROUND AND BLACK LETTERS. SIGNS CAN BE PURCHASED FROM

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

TEL 800-892-8012.

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

INSTALL SARNAF IL SARNATRED

INSIDE ANTENNA SHELTER

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

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

SEAMS AND JOINTS WHERE ACCESSIBLE AND APPROVED BY PVC MEMBRANE

MANUFACTURER. CONFIGURE TO PREVENT PONDING OR TRAPPED WATER.

8 7 6

CAUTION

ROOF

SLIPPERY

0 WHEN WET 0

3 SIGNAGE

A004 NOT TO SCALE

en

I

2·x 2·x 1/4" GALVANIZED

STEEL ANGLE 2' -2"

LONG. ATTACH WI TH

ROOF DECK

en

2·-0·

1:::J

1°11

II

II

I II

10 11

I II

2"x 2"x 1/4" GALV

STEEL ANGLE 1'-9"

LONG

3/8-1£, x 1 1 /4 • HEX HEAD

STAINLESS STEEL BOLT,

LOCK WASHER, & NUT LADDER SUPPORT

SCALE• 3" • 1"-0"

FILL DEPRESSIONS AROUND BOLT

HEADS WITH CAULKING ITYPl l/4" PLYWOOD

2"x 2"x 1/4" GALV

STEEL ANGLE 1 '-9" LONG ----

l/8" OJA. x 6" LONG SS BOLTS

WITH NUT BETWEEN TWO FLAT SS

WASHERS SPACED TO CLEAR FLASHING

l/4" DIA THRU HOLE

IN PLYWOOD FOR

HARDWARE

\ I')'

LADDER SUPPORT - SIDE VIEW '0[

SCALE: 3" • 1'-0"

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

LYH VOR

ROOF REPLACEMENT

WALKWAY LAYOUT ANO LADDER SUPPORTS

LYNCHBURG

REVIEWED BY SUBMIT~E~

a ,,.a a a a a

DESIGNED

ACH

ISSUED BY DATE 09/01/2020 JCN

DRAWN

ACH

ORA.WING NO

CHECKED S0-D-L YH-A004

2 1

H

G

F

E

D

C

F

E

D

C

B

A

STRAPPING AS NEEDED

TO SUPPORT SDFFJT

NEW ROOF ING

i..

EXISTING

WOOD DECK

EXISTING FASCIA

MONITOR ANTENNA SUPPORT ASSEMBLY (SIDE>

SCALE: 6" • 1'-0"

ANCHOR SHALL BE MOUNTED

FLUSH WITH COX PLYWOOD

DECK

FASCIA/DR I

CUT AWAY

FOR CLARJT

A S001

----s;;,....=i"a=::::,.___ ITEM 3

FLAT WASHER

I

KEYSTONE PLATE_}

I I

I

MONITOR ANTENNA SUPPORT ASSEMBLY Cf'RONT>

ITEM 2

HEX NUT

SCALE: 6" • 1"-0" IM0NJTOR MAST & KEYSTONE RCVR NOT SHOWN, FOR CLARITY I

7 6

SCREWS

IEXJSTJNGI

2",c 2" SQUARE

TUBULAR MON I TOR

ANTENNA MAST (GFMI

I INSTALLED BY OTHERS!

2- 2X12 COVERED

WITH FASCIA --1---<l lEXJSTJNGI

NEW NAILER

ALUMINUM SOFFJT PANEL

NOT SHOWN FOR CLARITY

B MONITOR ANTENNA SUPPORT ASSEMBLY <BOTTOM>

,n

S001 SCALE: 6" • 1'-0"

11"

3" 11/2" 11/2" 3"

I 0 0 I

Ef ➔1t

~10 ~ 11/2"

13/4" 13/4"

TRANSITION PLATE

SCALE: 6" • 1'-0"

ITEM 5

3/8" X 4• ALUMINUM BAR STOCK

6D61-T6 OR 2024-T4 ALLOY

MONITOR ANTENNA SUPPORT ASSEMBLY

ITEM NSN DESCRIPTION QUANTITY

3/8"-16 X 2" 18-8 STAINLESS STEEL BOLT 64 EACH

2 3/8"-16 18-8 STAINLESS STEEL NUTS 256 EACH

3 3/8" X 1"0.0. 18-8 STAINLESS STEEL FLAT WASHERS 256 EACH

3/8" 18-8 STAINLESS STEEL LOCK WASHERS 256 EACH 1' 9"

6" .3" 0

MONITOR ANTENNA POLE

KEYSTONE RECEIVER

(MONITOR ANTENNA

SIDE OF ASSEIELYI

• z z z • a:

0 =

"' .. u • oa:

.. m z -w "'"' uz o• .... , "' o ia.

Ow oz

0 .., ..

011>

KEYSTONE ANGLE

BRACKET IGFMI

z !i

ITEM 2

ANGLE BRACKET ASSEIELY

KEYSTONE PLATE

(KEYSTONE ANGLE BRACKET

SIDE OF ASSEIELYI

MOUNTED TO STRUCTURE

4 KEYSTONE ANGLE BRACKET

S001 NOT TO SCALE

~,___~-_...;i __ THREAOEO

TRANSITION PLATE !SEE NOTE 41

1'

ITEM 6

3/8",c 1 1/2",c 3 3/4"

A-36 STEEL BAR

DUAL STUD ANCHOR

NOT TO SCALE

1. KEYSTONE ANGLE BRACKET ANO KEYSTONE PLATE ARE GFM •

2. CONTRACTOR SHALL FURNISH ANO INSTALL SIXTEEN M0NITOR ANTENNA

SUPPORT ASSEMBLIES AT LOCATIONS SET BY RLS.

3. FAA SHALL INSTALL MONITOR ANTENNAS.

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

S. TWO PART ANGLE BRACKET (SEE 3/DOD11 ASSEIELY (REMOVED AT

DEMOLITION! SHALL BE SEPARATED. THE KEYSTONE PLATE SHALL BE REMOVED

FROM BRACKET. INVERTED. AND RE-ATTACHED WITH NEW HARDWARE (WIDE END

DOWN! TO ACCOM0DATE FLIPPED ANGLE BRACKET CONFIGURATION.

6. RADIAL FROM CENTER OF ANTENNA PEDESTAL PLATE EVERY. 22.S DEGREES

FRDM FACILITY NORTH.

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

LYH VOR

REDLINE

DATE

3/8" X 5 1/2" X 11• RECTANGULAR ALUMINUM PLATE. 6D61-T6 OR

2D24-T4 ALLOY, DRILLED AND SLOTTED PER DETAIL

16 EACH SCALE: 1 1/2" 1'-0"

ROOF REPLACEMENT

MONITOR ANTENNA

SUPPORT ASSEMBLY

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

FOR 3/8-16 S.S. ALL THREAD RODS ( ITEM 71

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

1/4"-20 X 1• FLATHEAD MACHINE SCREWS ISSI (PHILLIPS HEAD!

1/4"-20 STAINLESS STEEL NUTS

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

5 4

32 EACH

64 EACH

32 EACH

32 EACH

32 EACH

.3"

2"

0 .3" 6"

SCALE: .3" 1'-0"

0 2"

SCALE: 6" • 1'-0"

<SCALE: 1" • 2"l

9" LYNCHBURG VA

4"

DESIGNED ISSUED BY DATE 09/01/2020 JCN ACH

DRAWN

ACH

ORA.WING NO REV

CHECKED S0-D-L YH-S0D1

2 1

H

G

F

E

D

C

F

E

D

C

B

A

KEYSTONE ASSEIIBL Y

12 PARTS l SEE NOTE 2

BRACKETS ARE SH I MIIEO TO BE

PERPENDICULAR TO RADIAL

ESTABILSHEO FROM CENTER OF

ANTENNA PEDESTAL PLATE.

SEE NOTE 11 ON G003,

SHIM AS

NECESSARY

!SEE DETAIL ◄ l

WOOO DECK

!EXISTING!

FLAT WASHER &

LOCK WASHER

I- -+----EXISTING

FASCIA

OVER 2 X 12

SEE NOTE 3

ALTERNATE MONITOR ANTENNA SUPPORT ASSEMBLY UNST Al.LED>

SOO SCALE: 6" • 1'-0"

I' 21/>"'

' I 2"

-i ...

4 SHIM DETAIL

SOD SCALE: 6" • 1"-0"

8 7 6

3/4" DIA. HOLES

I TYP ◄)

4 3

8"

N

T

---- io _ _i 1 1/2" X r,•

SLOTTED

OPENINGS

N

TOP

6" 8"

i. ,~, .. d

© STAINLESS STEEL

5/1£," THICK

BENT PLATE

io

GUSSET PLATE

31/i" SIDE VIEW

FRONT VIEW

2 ALTERNATE MONITOR ANTENNA SUPPORT ASSEMBLY

SOO SCALE: 6" • 1'-0"

2"

0 2"

SCALE: 6" • 1'-0"

<SCALE: 1" • 2"l

4"

3Y."

2" %"

BRACKET BACKING PLATE

SCALE: 6" • 1'-0"

1. ALTERNATE ANTENNA SUPPORT ASSEIIBL Y IS TYPICALLY USED WHEN SOFF IT

OVERHANG IS LESS THAN 5 INCHES.

2. KEYSTONE PLATE ON ANGLE BRACKET MUST BE REVERSED I ROTATED 180' l

TO ACCOMOOATE NEW ORIENTATION OF ANGLE BRACKET. RE-INSTALL

KEYSTONE PLATE TO KEYSTONE ANGLE BRACKET.

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

1/2" X 3• STAINLESS STEEL LAG SCREWS WASHERS,

LYNCHBURG

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

LYH VOR

ROOF REPLACEMENT

ALTERNATE MONITOR ANTENNA

SUPPORT ASSEMBLY

DESIGNED ISSUED BY DATE 09/01/2020 JCN

DRAWN DRAWING NO

CHECKED S0-D-L YH-S002

REDLINE

DATE

H

G

F

E

D

C

"' B

VA

A

ACTIVE

F

E

D

C

B

A

HOLD DOWN

CLAII'

3" IIIINJ FROII EDGE OF

BONDING SEGMENTS TO

EDGE OF VOR ANTENNA

PEDESTAL PLATE -----.......J_

I \ I / \ I

I I

VOR ANTENNA PEDESTAL PLATE

SEE NOTE 2

EXISTING #2 BARE GROUND

WIRE IN NEW DOUBLE BOLT

GROUND LUG, FASTENED TO

GROUND PLATE I TYP 4 l CSEE NOTES 3 & ◄ l

SCALE: 11/2" • 1'·0"

STAINLESS STEEL METAL MESH

l 3.r~" PLYWOOD NOT SHOWN

FOR CLARITY)

SHALL BE 12 TON

HYORAUL IC COIAIESS ION

CRI .. ED Fl TT ING

3/◄" DIAMOND X 9 GAUGE STAINLESS

STEEL FLATTENED EXPANDED METAL

MESH STAPLED TO DECK, AT LEAST

1 STAPLE PER 3 SQ FT OF MESH.

I 34' PL YWO□D AND PVC MEMBRANE

NOT SHOWN FOR CLAR I TY)

MECHANICALLY FASTEN

SS BONO I NG SEGMENTS

TO ANTENNA PEDESTAL PLATE

EVERY 3", SEE NOTE 1

HOLD DOWN CLAII'

ANTENNA PEDESTAL PLATE/

ROOF OPEN I NG GAP

4 GROUNDING PLATE WITH EXISTING CONDUCTOR

E001 NOT TO SCALE (LIICATED NEAR EACH CORNER ar BUILDINCl>

7 6 5

IIELD MESH TO GROONOING PLATE

ALONG EDGES IF Pl.ATE

3 2

3/-4" DIAMOND X 9 GAUGE. STAINLESS

STEEL FLATTENED EXPANDED METAL

MESH STAPLED TO DECK, AT LEAST

1 STAPLE PER 3 SO FT OF MESH,

( 3#4" PLYWOOD AND PVC MEMBRANE

NOT SHOWN FOR CLAR I TY J

GROUNDING PLATE INSTALLED

SCALE: 6" • 1'-0"

"-HOLE FOR GROUND LUG

3 GROUNDING PLATE • ISOMETRIC VIEW

E001 SCALE: 6" • 1'·0" it 2tol'!l~~s~~JEHJ;:Eilo3i~8,'HICl

2"

1"

1'

0 2"

SCALE: 6" 1'-0"

CSCALE: 1/2" • 1"l

0 1"

SCALE: 1" • 1"

9" 6" 3" 0

SCALE: 1 1/2" • 1"-0"

4"

2"

1'

,. CONTRACTOR SHALL CLEAN ANO PREPARE OVERLAP AREA or ANTENNA PEDESTAL

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

SURFACE, COAT WITH NON-CORROSIVE, ELECTRICALLY CONDUCTIVE GREASE

INOALOX OR EOUALJ PRIOR TO MECHANICALLY ATTACHING STAINLESS STEEL

BONO I NG SEGMENT,

2, THE CONTRACTOR SHALL DRILL A PILOT HOLE ANO FILL WITH CAULK

PRIOR TO INSTALLATION OF LAG SCREWS,

3, GROUNDING PLATE SHALL BE 22 GAUGE STAINLESS STEEL FABRICATED AS

SHOWN IN DETAIL 3, THIS SHEET, ADJUST THE 3" VERTICAL DIMENSION

ON DETAIL 3 AS REQUIRED FOR ACTUAL ROOF OIIIENSION,

~. THE CONTRACTOR SHALL PROVIDE NEW DOUBLE BOLT COPPER LUGS,

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

LYH VOR

ROOF REPLACEMENT

GROUNDING DETAILS

LYNCHBURG

DESIGNED

ACH

DRAWN

ISSUED BY DATE 09/01/2020 JCN

DRAWING NO

REDLINE

DATE

ACH

CHECKED S0-0-L YH-E001

VA

REV

H

G

F

E

D

C