CHS VOR Roof Drawings Signed-Portfolio.pdf

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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

NOTES:

SOLDERING NOTES:

A002

IS

U

VOR

SC

CHARLESTON AFB/INTL AIRPORTCHARLESTON

ENGINEERING SERVICES

INFRASTRUCTURE

CHS-1400248-A001

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

1400248

NEW ROOF PLAN

ROOF REPLACEMENT

08/05/2020

ATTACHMENT CLEAT

NOT TO SCALE

A001

SIGNAGE

PANEL SEAMING

PANEL FOLDING

PANEL ATTACHMENT

NEW ROOF INSTALL

SCALE: 3/16" = 1'-0" A001

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

WALKWAY LAYOUT

ACCORDANCE WITH CDA GUIDELINES OR ROOFING MANUFACTURERS INSTRUCTIONS.

5. THE CONTRACTOR SHALL FLUX FOUR SIDES, CLOSE UP THE HEM, AND FULLY SOLDER IN

PRIOR TO FLUXING AND SOLDERING.

THE CONTRACTOR SHALL USE SCOTCHBRITE (OR EQUAL) TO REMOVE THE OXIDATION

4. PANS MUST BE KEPT DRY ESPECIALLY AFTER PRE-TINNING. IF OXIDATION OCCURS,

OR WITHIN 24 HOURS TO PREVENT THE ACCUMULATION OF EXCESSIVE OXIDATION.

3. CONTRACTOR MUST SOLDER QUICKLY AFTER PRE-TINNING USUALLY THE SAME DAY

HEM OF APPROXIMATELY 60 DEGREES.

2. COPPER PANS SHALL BE PRE-BENT FROM SHOP LEAVING A GAP IN THE

1. CONTRACTOR SHALL PRE-TIN THE PANS EDGES TO 1 1/2".

ENTIRE ROOF SURFACE

ROOFING MATERIAL OVER

LIQUID APPLIED

INSIDE ANTENNA SHELTER

(SEE NOTE 13)

APPLIED ROOFING

(OR EQUAL) TO LIQUID

ADHERE SARNATRED

AND WALKWAY WITH TEEPEE DOOR

ALIGN LADDER SUPPORT

INSTALL SARNAFIL SARNATRED

NAILS

8D COMMON GRACE ULTRA, OR EQUAL

BUTYL UNDERLAYMENT

ROSIN PAPER (SEE NOTE 14)

SEE NOTE 1, THIS SHEET

SECTION A

PER SHEET A002,

INSTALL EDGE TRIM

(SEE 2/A003)

BONDING SEGMENTS

RE-INSTALL 50 DOPPLER ANTENNAS

CONTRACTOR TO ASSIST FAA TO

BASEPLATES AND PITCH POCKETS.

CONTRACTOR TO INSTALL ANTENNA

52'-6" DIAMETER

OR EQUAL

ROOF COATING (TRUCO INC)

INSTALL ELASTOMERIC

1. THE CONTRACTOR SHALL INSTALL A COPPER METAL ROOF IN ACCORDANCE

WITH CDA PUBLICATION A4050-04/18, COPPER IN ARCHITECTURE DESIGN HANDBOOK.

ALONG THE ROOF PERIMETER, EDGE CLEAT SHALL EXTEND 3/4" BEYOND THE

CLEAT SHALL BE FASTENED ALONG THE HORIZONTAL EDGE EVERY 4", OR

2. ROOFING SHALL BE 20 OZ. COPPER OR STAINLESS STEEL.

BOTTOM OF THE WOOD BLOCKING TO PROVIDE A DRIP EDGE. DRIP EDGE SHALL BE

THE COPPER PLATE SHALL BE INTERLOCKED WITH EDGE STRIP

TRIMMED AS NEEDED AT MONITOR ANTENNA MOUNT ASSEMBLIES. THE EDGE

AS IN ACCORDANCE WITH COPPER MANUFACTURERS INSTRUCTIONS SO AS TO

PROVIDE I-90 UPLIFT WIND RATINGS. SEE DETAIL 1 ON DRAWING A002.

3. ROOFING PANELS SHALL BE LAID OUT IN RUNNING BOND PATTERN (CONTRACTOR

SHALL STAGGER CROSS JOINTS).

4. CONTRACTOR SHALL USE MIN OF 3 DEDICATED CLEATS PER PANEL.

5. CONTRACTOR SHALL ASSUME 500 SQ FT OF DECK REPLACEMENT FOR BID.

SUBMIT ON DECK MATERIAL.

6. NEW ROOFING SHALL EXTEND UNDER TEEPEE TO VOR ANTENNA PEDESTAL

PLATE ROOF OPENING (SEE SHEET E001, DETAIL 1/SHEET A003, DETAIL A).

7. ELASTOMERIC SHALL EXTEND FROM EDGE DETAIL TO OUTSIDE RADIUS OF VOR

ANTENNA BASE PLATE BONDING SEGMENT. APPLY ELASTOMERIC TO HORIZONTAL

SURFACE ONLY.

8. COPPER PLATE BONDING SEGMENTS SHALL OVERLAP VOR ANTENNA PEDESTAL

PLATE A MINIMUM OF 3 INCHES. (SEE A003).

9. CONTRACTOR SHALL RE-ESTABLISH FACILITY NORTH POINT. THE CONTRACTOR

SHALL LAY OUT MONITOR ANTENNA SUPPORT ASSEMBLY LOCATIONS FOR

INSTALLATION BY REGISTERED LAND SURVEYOR (RLS). CENTER ASSEMBLIES ON

22.5° RADIALS FROM FACILITY NORTH POINT +/- 0.1°. ASSEMBLY SHALL BE

PERPENDICULAR TO A RADIAL LINE LAID OUT FROM THE CENTER OF THE VOR ANTENNA

PLATE. ANGLE BRACKETS SHALL BE ADJUSTED LEVEL, AND PLUMB. ALL BRACKETS

SHALL BE AT THE SAME RELATIVE ELEVATION.

NEEDED), 3/4" CDX T&G PLYWOOD, BUTYL UNDERLAYMENT (GRACE ULTRA, OR EQUAL),

STANDARD WEIGHT ROSIN PAPER, COPPER PANEL ROOFING (FULLY SOLDERED), EDGE

TRIM WITH NEW WOOD NAILER AND ELASTOMERIC (LIQUID APPLIED), WALKWAY PADS,

AND MONITOR ANTENNA SUPPORT ASSEMBLY INSTALLATION.

APPROVED BY ROOFING MANUFACTURER) AND A MINIMUM 3 POUND SOLDERING

IRONS TO COMPLETE THE WORK.

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.

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 ELASTOMERIC

MANUFACTURER. CONFIGURE TO PREVENT PONDING OR TRAPPED WATER.

ATTACH ROSIN PAPER TO DECK, THIS SERVES AS SLIPSHEET BETWEEN

UNDERLAYMENT AND SHEET METAL.

IN BOND PATTERN

3/4" CDX T&G PLYWOOD

INSTALL 4'x8' SHEETS OF

PLANKING (SEE NOTE 5)

2" x 6" TONGUE-AND-GROOVE

AS NECESSARY WITH SIMILAR

EXISTING WOOD DECKING, REPAIR

(SEE NOTE 6)

(TEEPEE) 10' DIA

ENCLOSURE

OF ANTENNA

OUTER LIMITS

AND SHEET E001, DETAIL 1

SEE SHEET A003, DETAILS A & B

VOR ANTENNA PEDESTAL PLATE,

SEE DETAILS 2 THRU 5, THIS SHEET

CREATE A CONTINUOUS COPPER PLATE

AND FULLY SOLDER TO

INSTALL 18" x 24" 20 OZ SHEETING, INSTALL 3 CLEATS PER PANEL

SOLDER JOINT

CONTINUOUS

DIRECTION OF FLOW

COPPER ALLOY NAILS

COPPER OR

LARGE FLAT HEAD

UPSLOPE

ABOVE

FOLD LINES

BENEATH

DIRECTION OF FLOW

12" O.C. MIN CENTER

.C

IN

6" O.C. MIN EDGE

.C

1"

14"

18"

"3/4"

10. ROOF REPLACEMENT SHALL INCLUDE INSTALLATION OF WOOD DECKING (AS

11. CONTRACTOR SHALL USE JOHNSON E127 PURE TIN FLUX-N-SOLDER (OR SOLDER

12. INSTALL ONE SAFETY SIGN AT THE STAIRS. SIGNS SHALL BE

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

14. ROSIN PAPER AS RECOMMENDED BY COPPER METAL MANUFACTURER. DO NOT

DT#18953

FASTENER SPACING IN 3/4"

PRESSURE-TREATED PLYWOOD

04' 4' 8' 12' chs-1400248-a001

2020-08-11T08:24:05-0400

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SHANE CHRISTIAN HARVEY

:5 lo tt e

ROOF EDGE DETAILS

CHS-1400248-A002

SOLDERED FOLDED SEAM

FLUXED AND FULLY

COPPER PANEL (TYP.)

DOPPLER POSITIONER BRACKET

TOP VIEW OF THE

ANTENNA CIRCLE

44'-0" DIAMETER

TO ANTENNA CIRCLE

PLATE SYM. ABOUT TANGENT

4" DIA. HOLE

(50 REQUIRED)

GALVANIZED STEEL PLATE

1'-2"x 1'-2"x 1/2" THICK

(6 REQUIRED)

9/16" DIA. HOLE

CENTER OF VOR COUNTERPOISE

PLATE SYM. ABOUT RADIAL LINE THROUGH

1 1/2" DIA. HOLE

1'-2"

7"

5 1/2"

3"3"

/8

/4

DOPPLER POSITIONER BRACKET

WOOD DECKING

COUPLING

1'' GALVANIZED

1'' RIGID GALV. CONDUIT

THE WOOD ROOF

APPROXIMATELY 9'' BELOW

VINYL SOFFIT LOCATED

4 REQUIRED PER ROD.

1/2" DIA. HEX NUT.

STAINLESS STEEL

4 REQUIRED PER ROD

WASHER WITH A 9/16" HOLE.

STEEL 3'' DIA. x 3/16" THICK

SEE DETAIL 3

1 1/2'' LEVELING PLATE

PITCH POCKET

TOP OF COPPER PLATE

COLD GALVANIZED COMPOUND

ENDS OF NIPPLES TREATED WITH

SEAL

ENSURE WATERTIGHT

THREADED ROD. 4 REQ'D.

STAINLESS STEEL 1/2" DIA.

STAR WASHERS

CONDUIT BRACKET

TO CABLE TRAY OR

1'' DIA. CONDUIT LOCKNUT

THICK WASHER

4'' O.D. x 1-5/8'' I.D. x 3/16''

DOPPLER BRACKET PITCH POCKET

1 1/2" 15"

13"

ROSIN PAPER

SEAM (FULLY SOLDERED)

COPPER PLATE

EQUAL

GRACE ULTRA OR APPROVED

3/4" PLYWOOD

EXISTING WOOD DECK

EDGE CLEAT

NEW WOOD BLOCKING

DRIP EDGE

ROOFING

ELASTOMERIC

MANUFACTURER

OR AS APPROVED BY ROOFING

VERTICAL CLEAT AND DRIP EDGE

HORIZONTAL, TO FORM CURVED

BACK CUT, AS REQUIRED ON

ROLLED COPPER

20 OZ. COLD

FABRICATE FROM 20 OZ COPPER ROOF STOCK

6"

3/4"

90°

4"

AX

AS NEEDED

BLOCKING,

ADDITIONAL

OF NEW NAILER (FURR AS NEEDED)

TO BE FLUSH WITH BOTTOM

RE-INSTALL SOFFIT. LOWER

TO PROVIDE MINIMUM 2" X 6" AT EDGE

BOARD WIDTH WILL VARY. RADIAL CUT

6" X 4" EDGE CLEAT

COPPER ROOF

PER NOTE 2 UNDER

FASTEN CLEAT

NECESSARY, FOR NEW LOCATION

NEW NAILER. PROVIDE STRAPPING/BLOCKING, AS

REMOVE AND REINSTALL EXISTING SOFFIT BELOW

FLASHING AND MONITOR BRACKET INSTALLATION.

PROVIDE A MINIMUM 2" X 6" MEMBER FOR

ADD TWO BY NAILER: SIZED AS NECESSARY TO

MANUFACTURER'S INSTRUCTIONS

TERMINATE ELASTOMERIC PER

COPPER

T&G PLYWOOD

NEW 3/4" CDX

COPPER METAL ROOFING

(EXISTING)

WOOD DECK

FULLY ENGAGE CLEAT)

(BENT AT EDGE TO

COPPER ROOFING

AT 4" SPACINGS (TYP)

INSTALL FASTENERS

3/4"

6"

MONITOR ANTENNA ASSEMBLY ATTACHMENT

STRUCTURE FOR EDGE TRIM (FASCIA) AND

NAILER WILL PROVIDE SUFFICIENT

THE UNDERSIDE OF THE ROOF DECKING.

THE 2 X 6 BLOCKING, INSTALLED ALONG

DASHED LINE REPRESENTS THE EDGE OF

ROOF EDGE

ACCORDANCE WITH CDA INSTRUCTIONS

TO DECK, SOLDERED TOGETHER IN

18"x 24" COPPER PANEL, CLEATED

EDGE FLASHING

VERTICAL ROOF

COPPER PANELS

TRUCO INC. (OR EQUAL) OVER

WHITE ELASTOMERIC ROOF COATING,

/4

FOLDED SEAM

SCALE: 1 1/

A002 2" = 1'-0"

SCALE: 6" = 1'-0"

ROOF EDGE CLEAT

THAT IS COMPATIBLE WITH ROOFING MANUFACTURER.

5. INSTALL NEW PITCH POCKETS PER DETAIL 5/A002 AND 7/A002 AT EACH BRACKET. FILL PITCH POCKETS WITH A RUBBERIZED MATERIAL

AND STORE FOR RE-USE.

4. CAREFULLY REMOVE ALL 50 MUSHROOM ANTENNAS AND STORE THEM IN A CLEAN DRY LOCATION. REMOVE PLATES AND BRACKETS

3. FABRICATE DOPPLER BRACKET PITCH POCKETS OUT OF 24 GAUGE GALVANIZED SHEET METAL. PROVIDE 50 PITCH POCKETS.

SHALL REMAIN UNSOLDERED.

SHALL DROP BELOW THE SOFFIT TO FORM A DRIP EDGE. LAP ENDS OF EDGE CLEAT A MINIMUM OF 1 INCH (1") AND THIS LAP JOINT RATINGS. SEE DETAIL 1 ON THIS DRAWING. THE ROOF PANELS SHALL CURVE OVER THE 3/4" LIP OF THE EDGE CLEAT. THE EDGE CLEAT HORIZONTAL ROOF DECK AS IN ACCORDANCE WITH COPPER MANUFACTURERS INSTRUCTIONS SO AS TO PROVIDE I-90 UPLIFT WIND PANELS. SHAPE THE EDGE CLEAT AS SHOWN AND FASTEN, USING 1" LONG STAINLESS STEEL RING-SHANKED NAILS, EVERY 4" TO THE THE ROOF EDGE SHALL CONSIST OF AN EDGE CLEAT FORMED FROM 20 OZ. COPPER AND LOCATED BENEATH THE ROOF COPPER 2.

SPECIFICATIONS.

SOLDERED FOLDED SEAM FOR THE COR PRIOR TO INSTALLATION OF THE ROOF. IN ACCORDANCE WITH THE CONTRACT CLEAT INSTALLATION, FOLDED SEAM FORMATION AND SOLDERING TECHNIQUES. CONTRACTOR SHALL DEMONSTRATE A FULLY SOLDERED FOLDED SEAMS. INSTALLATION SHALL FOLLOW MANUFACTURER'S RECOMMENDATION AND C.D.A. GUIDELINES, INCLUDING COPPER PANELS SHALL BE FASTENED TO DECK HEMMED BY ENGAGING EDGE CLEAT AND ATTACHED TO EACH OTHER USING FULLY 1.

(SCALE: 1/2" = 1")

3" 0 3" 9"6"

SCALE: 3" = 1'-0"

1' 0 1'3"6"9"

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

2" 0 2" 4" chs-1400248-a002

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SHANE CHRISTIAN HARVEY

HOLE.

" PILOT 16

3DRILLWASHER.

TAPPING SCREW WITH FLAT

STAINLESS STEEL, SELF

#14 HEX HEAD, TYPE 2,

TO FULLY SOLDERING

SURFACE OF COPPER PANEL PRIOR

AREA TO BE CLEANED ON TOP

PANEL DECK, PRIOR TO TINNING

TOP SURFACE OF COPPER

AREA TO BE CLEANED ON

SEGMENTS

COPPER PLATE BONDING

1"

NEW COPPER PANEL

PEDESTAL PLATE EVERY 3"

SEGMENTS TO VOR ANTENNA

ATTACH COPPER BONDING

PREPARE AND MECHANICALLY

ROOF OPENING

INNER EDGE OF ROOF

PLATE

ANTENNA PEDASTAL

OUTER EDGE OF

PEDASTAL PLATE

ANTENNA

TEEPEE AND BONDING SEGMENT INSTALLATION

CHS-1400248-A003

GASKET (TYP)

RUBATEX

GALV STEEL

1/8" THICK

(2 PLACES)

5/8" DIA HOLE

(2 PLACES)

45° CHAMFER

3/8" PLYWOOD

CEILING

1'-2 1/4"

/8

2"

1 1/8"

3" MIN. OVERLAP

BONDING SEGMENT

SCALE: 1 1/2" = 1'-0"A003

BONDING SEGMENT LAYOUT

SCALE: 1 1/2" = 1'-0"A003

SECTION - BONDING AT BASE PLATE

SCALE: 6" = 1'-0"A003

SECTION THRU ROOF

SCALE: 3/4" = 1'-0"A003

FASTENING STRIP (GFM)

SCALE: 6" = 1'-0"A003

BONDING SEGMENT INSTALLATION:

TEEPEE INSTALLATION NOTES:

01' 1' 3'2'

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

:0 lo tt e

TO A MAXIMUM OF 7

9. DETAIL 2 IS FOR INFORMATIONAL PURPOSES ONLY, SEGMENT LENGTHS MAY VARY

8. SOLDER BONDING SEGMENTS ALL AROUND PERIMETER.

7. TIGHTEN SCREWS ON ANTENNA BASE PLATE.

SCREWS AND WASHERS SO THAT SEGMENTS WILL NOT BUCKLE WHILE SOLDERING.

6. REPLACE ALL SEGMENTS AND FASTEN IN PLACE, LIGHTLY, WITH SELF TAPPING

BONDING SEGMENTS AND TIN USING ROSIN FLUX. (SEE SECTION B)

5. CLEAN AREA ON ADJOINING COPPER PANEL DECK WHICH IS TO BE COVERED BY

CIRCLE.

4. LOCATE ALL BONDING SEGMENTS IN PLACE AND DRILL PILOT HOLES ON INNER

PLATE.

OR EQUAL) LUBRICANT BETWEEN THE BONDING SECTIONS AND THE PEDESTAL

APPLY ANTI-SEIZE COMPOUND TO THE SCREWS AND ANTI-CORROSION (NOALOX

VIA 1/2 " LONG STAINLESS STEEL SELF-TAPPING PAN SCREWS AT 3" SPACINGS.

SOLDERED LAP SEAMS. ATTACH THE BONDING SECTIONS TO THE PEDESTAL PLATE

SHALL BE ATTACHED TO THE ROOF PANS AND TO EACH OTHER VIA FULLY

LEAVING A 3/8 " GAP AT THE BASE FOR EXPANSION. BONDING SECTIONS

3. ATTACH BONDING SECTIONS TO THE VOR ANTENNA PEDESTAL PLATE AS SHOWN,

PLATE A MINIMUM OF 3 INCHES.

2. COPPER PANEL BONDING SEGMENTS SHALL OVERLAP VOR ANTENNA PEDESTAL

SEGMENT. (SEE SECTION B).

(NOALOX OR EQUAL) PRIOR TO MECHANICALLY ATTACHING COPPER BONDING

SURFACE. COAT WITH NON-CORROSIVE, ELECTRICALLY CONDUCTIVE GREASE

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

1. CONTRACTOR SHALL CLEAN AND PREPARE OVERLAP AREA OF ANTENNA PEDESTAL

COPPER PANEL DECK COVERING

BONDING OF SEGMENTS TO

CONTINUOUS SWEAT SOLDER 3/4"

PROPER LAP

UNTINNED END FOR

CUT ONE SEGMENT AT

3/4" LAP (TYP)

(MAXIMUM)

7 BONDING

MOUNTING STRIPS.

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

FILL WITH CAULK PRIOR TO SECURING THE TEEPEE WITH

ALL ALIGNED, THE CONTRACTOR SHALL DRILL PILOT HOLES AND

H. WITH THE TEEPEE, GASKET MATERIAL, AND COPPER PANEL HOLES

COPPER PANEL ROOF.

TAKING CARE TO ALIGN THE TEEPEE WITH THE HOLES CUT IN THE

TEEPEE TO THE PREVIOUSLY APPROVED AND MARKED LOCATION

G. THE CONTRACTOR SHALL THEN REPOSITION THE REFURBISHED

PENETRATION.

OR SIMILAR METHOD TO CLEAR GASKET MATERIAL FROM THE

HOLES LOCATED IN THE BASE OF THE TEEPEE USING A STEPBIT

CONTRACTOR WILL THEN DRILL OUT THE GASKET FOR THE 36 BOLT

CONTACT ADHESIVE TO BE USED AS/IF REQUIRED. THE

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

F. THE CONTRACTOR WILL THEN APPLY THE TEEPEE GASKET MATERIAL

CLEANING AND REMOVING ANY OLD GASKET MATERIAL, IF ANY.

ATION OF THE (GFM) TEEPEE GASKET BY THOROUGHLY

PREPARE THE BOTTOM SURFACE OF THE TEEPEE FOR INSTALL-

AND MARKED MOUNTING LOCATION, THE CONTRACTOR SHALL

E. JUST PRIOR TO SETTING THE TEEPEE BACK IN THE APPROVED

WITH CARE NOT TO DAMAGE WOOD DECK BELOW THE COPPER.

THE HOLES SHALL BE DRILLED THROUGH THE COPPER ROOF ONLY

LOCATIONS MARKED IN STEP B, AND DESCRIBED IN NOTE 1.

D. THE CONTRACTOR SHALL DRILL TEEPEE MOUNTING HOLES AT

ASIDE.

C. THE CONTRACTOR WILL THEN REMOVE THE TEEPEE AND SET IT

AT THIS TIME.

REQUIRED TEEPEE ATTACHMENT BOLTS SHALL ALSO BE MARKED

PREPARATIONS DESCRIBED BELOW. THE LOCATION OF THE 36

AND ORIENTATION AFTER REMOVAL FOR FURTHER ANCHORING

LOCATION SO IT CAN BE RETURNED TO THE EXACT LOCATION

B. THE CONTRACTOR SHALL THEN MARK THE APPROVED TEEPEE

ORIENTATION.

FAA WILL APPROVE THE FINAL LOCATION AND RADIAL

TEEPEE ON THE NEW ROOF. ONCE POSITIONED CORRECTLY, THE

A. THE CONTRACTOR SHALL TEMPORARILY PLACE REFURBISHED

2. TEEPEE INSTALLATION SEQUENCE:

PLATE CLEAT FASTENERS.

FOR PAN EXPANSION AND APPLY TO TEEPEE AND ANTENNA PEDESTAL

DIAMETER PLUS 3/4". THESE OVERSIZED OPENINGS ARE REQUIRED

BY 3/8" EACH SIDE, I.E. OPENING DIAMETER SHALL BE FASTENER

FASTENER INSTALLATION. THESE OPENINGS SHALL BE OVERSIZED

PANS, OPENINGS SHALL BE CREATED IN THE PANS PRIOR TO

1. FOR TEEPEE INSTALLATION, ALL FASTENERS PASSING THROUGH

A003

COPPER PLATE BONDING SEGMENT

ELASTOMERIC TO STOP AT

ELASTOMERIC COATING

SEGMENT ATTACHMENT

COMPOUND PRIOR TO BONDING

APPLY NOALOX DIELECTRIC (OR EQUAL)

WITH TSP (OR EQUAL)

OF ANTENNA PLATE AND CLEAN

TOP SURFACE

CLEAN AND PREPARE AREA ON

PLATE (EXISTING)

VOR ANTENNA PEDESTAL

T

ID

'-6

ID

PANEL SHEETS

COPPER

CUT FROM 20 OZ.

(7 MAXIMUM)

3/4" TINNED STRIPS

(CENTER POLE)

PEDESTAL

POLARIZER

STRIP (GFM)

FASTENING

(SEE 1/A003)

CONTRACTOR

INSTALLED BY

BY FAA

INSTALLED

PEDESTAL

VOR ANTENNA

AND CLEATS

BLOCKING

EXISTING

(MAY VARY)

ROOF STRUCTURE

TRIM TO OUTLOOKERS (2 LOCATIONS)

CONTRACTOR SHALL RE-INSTALL

E001

AS NEEDED

NEW NAILER, FURR DOWN,

RE-INSTALL SOFFIT UNDER

STRAPPING

3/4" X 2"

AROUND EDGE

1X TRIM TYPICAL

ACCESS HOLE PATCH

INSULATION (TYP.)

SPRAY FOAM

(8 PLACES)

CLAMP (GFM)

HOLD DOWN

AND ELASTOMERIC COATING. SEE DETAILS

UNDERLAYMENT, ROSIN PAPER, COPPER ROOFING,

NEW ROOF DECK (WHERE REQUIRED) 3/4" T & G CDX PLYWOOD

SIDING

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

(SHEET G003/NOTE 16)

INSTALLED BY FAA

(TEEPEE)

ANTENNA ENCLOSURE

COPPER ROOF

OF BONDING SEGMENT

END AT OUTER RADIUS

ELASTOMERIC COATING

12'-1/2" (TYPICAL FLAT)

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

chs-1400248-a003

2020-08-11T08:32:01-0400

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SHANE CHRISTIAN HARVEY

(TYP OF 50)

AND MOUNTING BRACKETS

DOPPLER ANTENNAS

SYSTEM

DOPPLER COUNTERPOISE

GALVANIZED STEEL

AND 48' METAL EXTENSION

36'x 36' VOR BUILDING WITH 52' DIAMETER WOOD ROOF

D001

04' 4' 8' 12'

SITE SPECFIC

140048

-d

DEMOLITION PLAN

CHS-1400248-D001

REMOVED BY FAA (APPROX. 800 LBS)

TACAN ANTENNA

REMOVED BY FAA (APPROX. 300 LBS)

TACAN COLLAR

(APPROX 800 LBS)

REMOVED BY FAA

VOR TEEPEE

ASSEMBLIES (SEE NOTE 6)

SHALL REMOVE MOUNTING BRACKET

REMOVED BY FAA. CONTRACTOR

EXISTING DOPPLER ANTENNAS TO BE

ROOFING/COUNTERPOISE

REMOVE ORIGINAL TERNE PLATE SHEET

PERIMETER BEAMS BELOW

DOUBLE 2" X 12" STRUCTURAL

(SEE NOTE 3)

REPAIR AS NEEDED

DECK BOARDS REMAIN

ORIGINAL 2" T&G

TAPERED TO EDGE

C10'S WITH 4X6 NAILERS

STEEL ROOF FRAMING BELOW,

BELOW

BUILDING LINE

SEE NOTE 4

INSULATOR ACCESS

INSIDE TEEPEE

120V FLOOR RECEPTACLE

REMOVE EXISTING

9 AND 10)

ANTENNAS (SEE NOTES

VOR AND TACAN

FAA WILL REMOVE

1" POLYISO INSULATION (TYP)

REMOVE EXISTING ROOF WITH

52'-6" DIAMETER

(IF APPLICABLE)

RUBBER WALKWAY

REMOVE

(SEE NOTE 8)

LADDER HOLD BOLTS

TEEPEE ENCLOSURE

FAA SHALL REMOVE

3" BATT INSULATION

1/2" LAG BOLTS

BOLTED TO C10 WITH

4" X 6" TAPERED NAILERS

CEILING

3/8" PLYWOOD

INSULATION

SINGLE PLY ROOF

TERMINATION BAR

REMOVE TERNE ROOFING

(SOLDERED AND SCREWED) SEE NOTE 7

CLAMPS FROM ANTENNA PEDESTAL PLATE

REMOVE TERNE PLATE AND HOLD DOWN

VOR ANTENNA PEDESTAL PLATE

MATERIAL (VARIES)

OTHER ROOFING

2 X 6 WOOD DECK

METAL TERNE ROOFING

ROSIN PAPER, BOARD INSULATION, AND SINGLE PLY MEMBRANE

ASPHALTIC SURFACED TERNE PLATE ROOF/COUNTERPOISE,

CONTRACTOR TO REMOVE:

SLOPE 1/4"/FT (TYP.)

2"X6" T&G DECKING

C10 X 8.5

PERFORATED VINYL SOFFIT (EXISTING)

BUILDING EXTERIOR WALL

BREAK METAL

ALUMINUM SOFFIT

REMOVE AND REUSE

FASCIA AND SOFFIT

ALUMINUM

CONDUIT. SEE NOTE 11

CONTRACTOR SHALL

BOLTED TO C10 VIA CLIP ANGLES

DOUBLE 2 X 12 PERIMETER BEAM

VINYL SIDING

VOR ANTENNA ENCLOSURE

FASTENING STRIP AND WASHERS

ROOF SECTION

ROOF PLAN

N

4'-0"

10'-0"

VARIES

DIM

VORTAC FACILITY

10. FAA COR WILL COORDINATE TEEPEE REMOVAL WITH CONTRACTOR. SEE NOTE 16 ON G003

PROVIDE LABOR ASSISTANCE. PLAN TWO PEOPLE FOR EIGHT (8) HOURS ON EACH PICK.

CONTRACTOR SHALL PROVIDE CRANE AND OPERATOR. THE CONTRACTOR SHALL ALSO

9. FAA WILL PROVIDE LABOR, AND TRANSPORT, TO REMOVE EXISTING TEEPEE OFFSITE.

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

THE WORK.

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

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

6. NOT USED.

5. CONTRACTOR TO ASSIST FAA TO DISCONNECT COAX CABLING AND REMOVE ANTENNAS.

CEILING.

4. CONTRACTOR SHALL REMOVE EXISTING 3" BATT INSULATION FROM ABOVE PLYWOOD

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

CONTRACTING OFFICER.

REPLACEMENT DUE TO ROT. IF QUANTITY EXCEEDS 500 SF, IMMEDIATELY NOTIFY

EXPECTED THAT APPROXIMATELY 500 SF OF WOOD ROOF DECK WILL REQUIRE

2. REMOVE ALL ROOFING MATERIALS DOWN TO THE EXISTING WOOD DECK. IT IS

EPDM ROOF MEMBRANE.

ASPHALTIC ROOF COATING, 1" POLYISOCYANURATE INSULATION BOARD, AND AN

COATED METAL (TERNE PLATE ROOFING WHICH CONTAINS LEAD) TOPPED WITH AN

1. EXISTING ROOF OVER 2"X6" WOOD ROOF DECK MAY INCLUDE: ROSIN PAPER, TIN-

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GROUNDING DETAILS

CHS-1400248-E001

-e

(LOCATED NEAR EACH CORNER OF BUILDING)

4. THE CONTRACTOR SHALL PROVIDE NEW DOUBLE BOLT COPPER LUGS.

IN DETAIL 3, THIS SHEET.

TERNE METAL SHALL BE 20 OZ. PLATE FABRICATED AS SHOWN

CONNECTOR LUGS IF TINNED STAINLESS STEEL IS USED FOR ROOF MATERIAL.

3. THE CONTRACTOR SHALL PROVIDE AND INSTALL DOUBLE BOLT ALUMINUM

DOWN CLAMPS AT ONE TIME TO EXECUTE THE WORK.

2. THE CONTRACTOR SHALL NOT REMOVE MORE THAN TWO ANTENNA HOLD

MECHANICALLY ATTACHING TERNE PLATE.

SURFACE. COAT WITH NON-CORROSIVE (NOALOX OR EQUAL) PRIOR TO

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

1. CONTRACTOR SHALL WIRE BRUSH OVERLAP AREA OF ANTENNA PEDESTAL

METAL GROUNDING PLATE

(FULLY SOLDERED)

TERNE PLATE SEAM

TO SOLDERING

PRE-TIN PRIOR

VAPOR BARRIER

METAL TERNE PLATE

(3 SIDES)

PLATE TO TERNE PLATE

FULLY SOLDER GROUND

SOFFIT

J-TRIM

HOLES

1/4"

PLATE

SOLDER TO COPPER

2"x 6"

SOLDER TO

80 LOCATIONS

COUNTERPOISE/ROOF

ALL AROUND

#6 BSDC AT 2'

POST CONNECTOR

BURNDY SERVIT

TYPE KC1781

MESH

OF METAL TERNE PLATE)

GROUNDING PLATE (FULLY SOLDERED ATOP

COPPER PANEL

WOOD DECKING

GROUND PLATE

TERNE ROOF

(SEE NOTES 3 & 4)

GROUND PLATE (TYP 4)

GROUND LUG, FASTENED TO

WIRE IN NEW DOUBLE BOLT

EXISTING #2 BARE GROUND

USE NOALOX

CRIMPED FITTING

HYDRAULIC COMPRESSION

SHALL BE 12 TON

CLAMP

HOLD DOWN

AT BASE PLATE

5/8" OPEN GAP

ANTENNA PEDESTAL PLATE

SEGMENTS TO EDGE OF VOR

TERNE PLATE BONDING

3" (MIN) FROM EDGE OF

SEGMENT

BONDING

ANTENNA BASE PLATE

NOT SHOWN FOR CLARITY)

(ELASTOMERIC ROOFING

TERNE PLATE PANS

SEGMENT

EDGE OF BONDING

STOP AT OUTER

ELASTOMETRIC TO

BONDING

AFTER INSTALLATION

(SEE NOTE 2) CAULK

HOLD-DOWN CLAMP (TYP 8)

VOR ANTENNA PEDESTAL PLATE

EVERY 3", SEE NOTE 1

ANTENNA PEDESTAL PLATE

BONDING SEGMENTS TO

MECHANICALLY FASTEN

HOLD DOWN CLAMP

ROOF OPENING/GAP

BASE PLATE

4" MIN

5"

2 1/

105°

1/2"

1 1/2"

3" (M

(SCALE: 1/2" = 1")

01" 1" 2"

SCALE: 1" = 1"

COPPER GROUNDING CONNECTION

EDGE OF ROOF

COUNTERPOISE

MESH

COUNTERPOISE

GROUNDING PLATE WITH EXISTING CONDUCTOR

SCALE: 1" = 1"

VOR ANTENNA BASE PLATE1

E001 2" = 1'-0"SCALE: 1 1/

GROUNDING PLATE/TERNE PLATE

(FOUR REQUIRED)

SHEET 0.021" THICK X 4" WIDE x 4" LONG

20 OZ COPPER OR STEEL (OR THICKER)

GROUNDING PLATE - ISOMETRIC VIEW

chs-1400248-e001

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AVIA

I

L

TRAT

IO

SI

NI

T OF TRANSPO

T A

IO

IC

OF

STATES

IT

TM

EN

COVER SHEET

CHS-1400248-G001

VICINITY MAP

ELASTOMERIC AND COPPER PANNELIZED ROOF SYSTEM

CHS DOPPLER VORTAC FACILITY

chs-1400248-g001

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140024808/05/2020

DRAWING INDEX, ABBREVIATIONS, AND LEGEND

CHS-1400248-G002

SECTION REFERENCE LETTER

SECTION IS LOCATED

SHEET NUMBER WHERE

SUBTITLE REFERENCE

SYMBOLS LEGEND DRAWING INDEX ABBREVIATIONS

FACILITY COORDINATES

(PLAN, DETAIL/ELEVATION, SECTION)

REFERENCE NUMBER/LETTER

X

XXXX SCALE: X=XXX

XXXXXXXXXXX

SCALE

ELEVATION, SECTION OR DETAIL IS/ARE LOCATED

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

ELEVATION REFERENCE LETTER

ELEVATION CALLOUT REFERENCE

ELEVATION IS LOCATED

XXXX

SECTION CALLOUT REFERENCE

DETAIL REFERENCE NUMBER

DETAIL CALLOUT REFERENCE

DETAIL IS LOCATED

DRAWING PREFIXES

GXXX - GENERAL

AXXX - ARCHITECTURAL

EXXX - ELECTRICAL/ELECTRONIC

DXXX - DEMOLITION

CXXX - CIVIL

SXXX - STRUCTURAL

ELEVATION

LONGITUDE

LATITUDE

39.0 MSL

080 02' 16.131"W

32 53' 39.549"N

DRAWING NUMBER DRAWING TITLE

CHS-1400248-E001

CHS-1400248-A003

CHS-1400248-A002

CHS-1400248-A001

CHS-1400248-D001

CHS-1400248-G003

CHS-1400248-G002

CHS-1400248-G001

GROUNDING DETAILS

TEEPEE AND BONDING SEGMENT INSTALLATION

ROOF EDGE DETAILS

NEW ROOF PLAN

DEMOLITION PLAN

GENERAL NOTES AND GFM LIST

DRAWING INDEX, ABBREVIATIONS, AND LEGEND

COVER SHEET

XMTR - TRANSMITTER

XFMR - TRANSFORMER

WS - WIND SOCK

W/ - WITH

VOR - VERY HIGH FREQUENCY OMNI RANGE

VHF - VERY HIGH FREQUENCY

V - VOLT

UPS - UNINTERRUPTIBLE POWER SOURCE/SUPPLY

TYP - TYPICAL

TSA - TAXIWAY SAFETY AREA

TOS - TOP OF STEEL

TOC - TOP OF CONCRETE

TH - THRESHOLD

TELCO - TELEPHONE COMPANY

TEL - TAXIWAY EDGE LIGHTS

TACAN - TACTICAL AIR NAVIGATION

T/W - TAXIWAY

T - TELEPHONE

STA - STATION

SSC - SYSTEM SUPPORT CENTER (FAA)

SS - STAINLESS STEEL

SP - SINGLE-POINT (GROUND)

SMO - SYSTEM MANAGEMENT OFFICE (FAA)

SEC - SECONDARY

SCH - SCHEDULE

RVR - RUNWAY VISUAL RANGE

RTR - REMOTE TRANSMITTER/RECEIVER

RT - REMOTE TRANSMITTER

RSA - RUNWAY SAFETY AREA

RRCS - REMOTE RADIO CONTROL SYSTEM

RMC - REMOTE MONITORING SUBSYSTEM

RMMS - REMOTE MAINTENANCE MONITORING SYSTEM

RMM - REMOTE MAINTENANCE MONITORING

RLS - REGISTERED LAND SURVEYOR

RF - RADIO FREQUENCY

REQ - REQUIRED

REL - RUNWAY EDGE LIGHTS

REIL - RUNWAY END IDENTIFIER LIGHTS

RAIL - RUNWAY ALIGNMENT INDICATOR LIGHTS

R/W - RUNWAY

PVC - POLYVINYL CHLORIDE

PRIM - PRIMARY

PR - PAIR

PNL - PANEL

PLC - PLACES

PAPI - PRECISION APPROACH PATH INDICATOR

P - POWER

OM - OUTER MARKER (ILS)

OFA - OBJECT FREE AREA

OC - ON CENTER

OB - OBSTRUCTION

NWS - NATIONAL WEATHER SERVICE

NTP - NOTICE TO PROCEED

NOTAM - NOTICE TO AIRMEN

NIC - NOT IN CONTRACT

NEC - NATIONAL ELECTRIC CODE

NDB - NON -DIRECTIONAL BEACON

NAS - NATIONAL AIRSPACE SYSTEM

N/A - NOT APPLICABLE

N - NEUTRAL

MSL - MEAN SEA LEVEL

MP - MULTI-POINT (GROUND)

MIN - MINIMUM

MHZ - MEGAHERTZ

MAX - MAXIMUM

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

MASLF - MALS WITH SEQUENCED FLASHERS

MALS - MEDIUM INTENSITY APPROACH LIGHT SYSTEM

LOM - LOCATOR OUTER MARKER (NDB & OM)

LOC - LOCALIZER (ILS)

LIR - LOW IMPACT RESISTANCE

LHA - LAMP HOUSING ASSEMBLY (PAPI)

KVA - KILOVOLT AMPERE

KV - KILOVOLT

KHZ - KILOHERTZ

INSUL - INSULATED

IN - INCH

ILS - INSTRUMENT LANDING SYSTEM

HZ - HERTZ

HH - HAND HOLE

GS - GLIDE SLOPE (ILS)

GRSC - GALVANIZED RIGID STEEL CONDUIT

GND - GROUND

GFM - GOVERNMENT FURNISHED MATERIAL

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

GC - GROUND CHECK (LOCALIZER)

GALV - GALVANIZED

GA - GENERAL AVIATION

FT - FEET

FOD - FOREIGN OBJECT DEBRIS

FDN - FOUNDATION

FBO - FIXED BASE OPERATOR

FAA - FEDERAL AVIATION ADMINISTRATION

EXIST - EXISTING

EOR - END OF RUNWAY

EMT - ELECTRIC METALLIC TUBING

EL - ELEVATION

EES - EARTH ELECTRODE SYSTEM

DWG - DRAWING

DU - DISTRIBUTION UNIT

DPU - DATA PROCESSING UNIT

DME CO - DME CORPORATION

DME - DISTANCE MEASURING EQUIPMENT

DISC - DISCONNECT

DIA ( ) - DIAMETER

DEB - DIRECT EARTH BURIAL

CW - COURSE WIDTH (LOCALIZER)

COR - CONTRACTING OFFICER'S REPRESENTATIVE (FAA)

CO - CONTRACTING OFFICER (FAA)

CND - CONDUIT (DUCT)

CKT - CIRCUIT

CFW - CENTERFIELD WIND

CDA - COPPER DEVELOPMENT ASSOCIATION

C-C - CENTER TO CENTER

C - CONTROL

BSCU - BARE SOLID COPPER

BLD - BUILDING

AWG - AMERICAN WIRE GAUGE

ATCT - AIR TRAFFIC CONTROL TOWER

ASOS - AUTOMATED SURFACE OBSERVATION SYSTEM (NWS)

ARP - AIRPORT REFERENCE POINT

AOA - AIR OPERATIONS AREA

ALS - APPROACH LIGHT SYSTEM

AIP - AIRPORT IMPROVEMENT PROGRAM (FAA)

AGL - ABOVE GROUND/GRADE LEVEL

A-G - AIR TO GROUND

ACM - ASBESTOS CONTAINING MATERIAL

A - AMP

chs-1400248-g002

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GENERAL NOTES AND GFM LIST

GENERAL NOTES:

SITE WORK:

ELECTRICAL WORK:

ELECTRICAL GROUNDING:

GOVERNMENT FURNISHED MATERIALS (GFM) NOTES:

AOA SPECIFIC SITE DETAIL NOTES:

CHS-1400248-G003

4A

4B

5340-01-623-0186

5985-01-573-3161

5985-01-363-1755

5999-01-509-6453

5975-00-867-4780

5411-01-325-1940 REFURBISHED VOR ANTENNA ENCLOSURE (TEEPEE)

TACAN ANTENNA

TACAN COLLAR

RTA2 TACAN ANTENNA HARNESS

LPTA TACAN ANTENNA HARNESS

FIBERGLASS DOPPLER ANTENNA COVER

CL-1 HOLD DOWN CLAMPS

TEEPEE FASTENING STRIPS

TEEPEE LOWER AND UPPER GASKET MATERIAL

1 EACH

50 EACH

8 EACH

18 EACH

DESCRIPTION

GFM MATERIAL LIST

NSNITEM QUANTITY

REQUIREMENTS FOR FACILITIES AND ELECTRONIC EQUIPMENT".

"LIGHTNING AND SURGE PROTECTION, GROUNDING, BONDING AND SHIELDING

1. GROUNDING AND LIGHTNING PROTECTION SHALL MEET LATEST VERSIONS OF FAA STANDARD 019,

2. THE CONTRACTOR SHALL MAKE ALL POWER SERVICE TERMINATIONS (IF APPLICABLE), AND GROUND TERMINATIONS.

AND IN NO CASE SHALL VIOLATE THE NATIONAL ELECTRIC CODE (NFPA 70, NEC).

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

APPROVED BY THE FAA COR.

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

AND SHALL CONDUCT REPAIRS AT CONTRACTOR'S EXPENSE.

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

VERIFIED IN THE FIELD BY THE CONTRACTOR.

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

MAY BE REUSED.

5. ALL ABOVE LISTED GFM ITEMS MAY NOT BE APPLICABLE. SOME ITEMS ARE EXISTING AND

THE PICK.

CONTRACTOR SHALL SUPPLY OTHER STRAPS AND RIGGING TO EXECUTE

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

SHALL ASSIST IN SETTING THE TEEPEE ON THE VOR SHELTER.

IS RESPONSIBLE FOR PROVIDING THE CRANE TO OFFLOAD THE TEEPEE. THE CONTRACTOR

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

RESPONSIBLE FOR THE GFM WHILE STORED ON SITE.

THE GFM WILL BE TRANSFERRED (VIA FAA SUPPLIED 4650-12 FORM). THE CONTRACTOR SHALL BE

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

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

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

OF CONSTRUCTION DEBRIS AND OTHER FOREIGN OBJECT DEBRIS (FOD) WHICH MAY BLOW ONTO THE RUNWAYS.

BE REMOVED FROM THE WORK SITE AT THE END OF EACH WORK SHIFT. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE

6. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE. FOR PROJECTS WITHIN THE AOA, EQUIPMENT AND MATERIAL SHALL

AIR TRAFFIC ON THE APPROPRIATE FAA FREQUENCIES.

5. IF REQUIRED BY THE AIRPORT AUTHORITY, THE CONTRACTOR'S VEHICLES SHALL BE EQUIPPED WITH A RADIO TO MONITOR

MAY INCLUDE: A ROTATING BEACON AND/OR FLAG.

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

AIRFIELD. SECURITY BADGES MUST BE DISPLAYED AT ALL TIMES WHILE ON THE AIRFIELD.

3. THE CONTRACTOR SHALL COMPLY WITH AIRPORT SECURITY BADGING AND ACCESS REQUIREMENTS TO WORK ON THE

PAVEMENT AND BE INGESTED INTO JET ENGINES.

ON THE AOA. THE CONTRACTOR SHALL BE VIGILANT TO REMOVE DIRT, MUD OR OTHER FOD WHICH MAY TRACK ONTO THE AOA

2. THE CONTRACTOR SHALL ALSO CONDUCT FOD INSPECTIONS OF ALL VEHICLES PRIOR TO DRIVING

INDIVIDUAL BADGED FOR DRIVING ON THE AOA.

VEHICLE MOVEMENT BY CONTRACTOR WITHIN THE AOA SHALL BE MADE ONLY WITH ESCORT BY THE FAA COR, OR OTHER

1. THE WORK ASSOCIATED WITH THE VOR SHELTER ROOF REPLACEMENT IS WITHIN THE AIRPORT OPERATIONS AREA (AOA), TABLE - GOVERNMENT FURNISHED MATERIAL (GFM)

G003

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.

REMOVAL AND INSTALLATION OF EQUIPMENT.

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

AND ONE TO INSTALL EQUIPMENT.

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

14. CONTRACTOR SHALL SECURE DUNNAGE AND TIE DOWNS TO PROTECT TEEPEE AND TACAN ANTENNA WHILE STORED ON SITE.

ON INSULATION MUST BE TREATED WITH FLAME RETARDANT OR MEET FIRE CODE FOR FOR FLAME SPREAD.

FOAM INSULATION. MINIMUM R-VALUE SHALL BE MET FOR PROJECT AREA PER LOCAL BUILDING CODE. EXPOSED SPRAY

SPECIFICATION. AT SITES WITHOUT FALSE CEILING, UNDERSIDE OF DECK SHALL BE PREPPED AND SPRAYED WITH CLOSED CELL

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

INSTALLING NEW INSULATION, IF APPLICABLE, EXPOSED SPRAY-ON SHALL MEET FIRE CODE.

12. THE CONTRACTOR SHALL REMOVE EXISTING INSULATION FROM ABOVE PLYWOOD CEILING PRIOR TO

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 TACAN MOUNTING COLLAR MUST BE SEPARATED FROM THE TEEPEE FOR TRANSPORTATION.

TEEPEE. THE CONTRACTOR SHALL SUPPLY A 150 FOOT (MIN) TELESCOPING BOOM LIFT CAPABLE OF REACHING THE TACAN ANTENNA

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

VOR ANTENNA SHELTER (TEEPEE). THE CONTRACTOR SHALL PROVIDE THE PROPER CRANE AND A MANLIFT TO EXECUTE THE WORK.

7. THE CONTRACTOR WITH FAA ASSISTANCE SHALL REMOVE THE EXISTING TACAN ANTENNA, MOUNTING COLLAR, AND

(SIGNED AND STAMPED) BY AN RLS.

6. CONTRACTOR TO PROVIDE ROOF SKETCH OF FINAL FACILITY NORTH POINT RELATIVE TO TRUE NORTH AND MONITOR ANTENNA LOCATIONS

ALL ELECTRONICS PRIOR TO THE CONTRACTOR BEGINNING WORK. FOR ADDITIONAL INFORMATION SEE DRAWING D001.

ROOF. THE BRACKETS ARE BOLTED THROUGH THE ROOF MATERIALS AND THE WOOD DECK BELOW. THE FAA WILL DISCONNECT AND REMOVE

FIFTY DOPPLER ANTENNA MOUNTING BRACKETS AND ASSOCIATED HARDWARE WHICH ARE LOCATED AROUND THE PERIMETER/EDGE OF THE

5. AFTER THE OFFSET FOR THE NORTH MONITOR BRACKET HAS BEEN ESTABISHED BY THE RLS, THE CONTRACTOR AND FAA SHALL REMOVE

ALONG EDGE OF ROOF. CONTRACTOR SHALL PROVIDE TEMPORARY STORAGE FACILITY FOR THE ANTENNAS.

ASSIST THE FAA IN REMOVING THE EXISTING VOR ANTENNAS, (INSIDE TEEPEE) AND THE VOR DOPPLER ANTENNAS

4. THE FACILITY (VOR AND TACAN) WILL BE SHUT DOWN FOR THE DURATION OF THE CONSTRUCTION. THE CONTRACTOR SHALL

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

THIS FACILITY HAS A TACAN ANTENNA AND COLLAR INSTALLED ON TOP OF THE TEEPEE.

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

chs-1400248-g003

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