8 ORF Roof Replacement Drawings (JCN 1402219) (1).pdf

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ORF-1402219-A101

KEYNOTES

JMN

JMN 1402219

C O

N S

T R

U

IO

ENGINEERING SERVICES

TERMINAL

PROJECT ENGINEER MGR: CONSTRUCTION - CENTER B

DRAWING PRODUCED ON AEA RO MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

FOR 20-YEARS AND 130-MPH WIND LOADS.

SYSTEM SHALL BE DESIGNED, CERTIFIED AND WARRANTEED

APPROVED EQUAL. MATCH EXISTING COLOR AND STYLE. NEW

TERMINATION BARS, PITCH POCKETS, ETC., BY DURO-LAST OR

FURNISH AND INSTALL COPING METAL WALL CAPPING SYSTEM,

STEEL DECK ROOF ASSEMBLY NOTES

VA

GENERAL NOTES

05/24/2021

FACILITY ROOF REPLACEMENT

ROOF PLAN

TRACON

NORFOLK

o rf -1

-a

.d g n

TOWER LINK

ACCU-3

ACCU-4

H-1

EF-6

EF-4

EF-5

ENGINE GEN.

EXHAUST

H-2

H-4

CU-2

H-3

EF-2EF-3

CU-4

ACCU-2

ACCU-1

1 2 3 4 5

B

D

E

2.8

(TYP)

PIPE BOX

CU-3

BOX

PIPE EF-1

BASE

ADDITION

KEY PLAN

BUILDING

TOWER

F

G

H

LEGEND

FASCIA BASE

SEE MATCHLINE THIS PAGE

SCUPPER

ANTENNA MOUNT

RACEWAY

LIGHTS

OBSTRUCTION

DRAIN

ROOF

AIR TERMINALSHOOD

OUTER LIMIT OF ROOF WORK

INNER LIMIT OF ROOF WORK

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

8' 16'08'

3 3

SKYLIGHT

WALKWAY PAD

L

P

BALLASTED GUARDRAIL SYSTEM

UNDER THIS CONTRACT

LIMITS OF ATCT ROOF WORK

ACCU

AND STRAIRS

STEEL GRATING PLATFORM

LIGHT FIXTURE

SLOPE

SLOPESLOPE

A501

THIS PAGE

SEE MATCHLINE

SINGLE PLY ROOF

RETROFIT ROOF DRAINS WTH DRAIN GUARD FOR ALL DRAINS.

FURNISH AND INSTALL DURO-LAST, OR APPROVED EQUAL,

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5.

TO AVOID DAMAGE WITH NEW FASTENER INSTALLATION.

DECKING OF BUILDINGS. MARK OUT ON ROOF SIDE ACCORDINGLY

CONDUITS, BOXES, ETC., FASTENED TO UNDERSIDE OF METAL

CONTRACTOR MUST LOCATE ALL MEP UTILITIES, EQUIPMENT, 4.

ALL ROOFS DURING CONSTRUCTION.

PROTECTION SYSTEM (AIR TERMINALS, CONDUCTORS, ETC.) ON

REMOVE, MAINTAIN, AND REINSTALL EXISTING LIGHTNING 3.

WOOD BLOCKING SECUREMENT UPGRADES, AS REQUIRED.

CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ALL

THE ROOFING MANUFACTURER'S INSTALLATION DETAILS.

AND ITS SECUREMENT COMPLIES WITH SAID CRITERIA, AND WITH

CERTIFICATION, WHICH INDICATES THAT THE WOOD BLOCKING

COORDINATE ROOFING MANUFACTURER'S INSPECTION AND

WOOD NAILERS AND SECUREMENT CRITERIA. CONTRACTOR MUST

WITH FACTORY MUTUAL LOSS PREVENTION DATA SHEET I-49,

EXISTING AND NEW WOOD BLOCKING/NAILERS MUST COMPLY 2.

FINISH MATERIALS.

OF NEW ROOF MEMBRANE. REINSTALL EXISTING EXTERIOR

PANEL SIDING, SCUPPERS, ETC.) AS REQUIRED FOR INSTALLATION

REMOVE EXISTING EXTERIOR FINISH MATERIAL (E.G., METAL 1.

DRAWINGS THAT CONTAIN DETAILS OF PANELS, RESPECTIVELY.

APPENDIX C FOR ADDITIONAL REQUIREMENTS AND AS-BUILT

INCHES THICK. SEE SPECIFICAITON SECTION 07 42 13 AND

AND A THICKNESS TO PROVIDE A FINISHED PANEL OF 1 1/2-

MEMBER. THE INSULATING CORE SHALL BE POLYISOCYANURATE

INCH THICK FIBRE REINFORCED CEMENT BOARD STABILIZING

THICK, MINIMUM, AND DARK BRONZE IIN COLOR. PROVIDE A 1/8-

FACE OF PANELS SHALL BE ANODIZED ALUMINUM, 0.063-INCHES

PANELS ABOVE AND BELOW ATCT CAB GLASS. EXTERIOR

FURNISH AND INSTALL NEW EXTERIOR INSULATED METAL

STEEL SCREWS AND FASTENERS, ONLY.

SECURE AND WEATHERPROOF NEW PANELS. USE STAINLESS

SILLS, COUNTERFLASHINGS, ETC., IN ORDER TO PROPERLY

BACKER ROD AND SEALANT, COMPRESSIBLE FIBERGLASS SHIMS,

ANODIZED ALUMINUM FRAMES AND STOREFRONT FITTINGS,

HARDWARE FOR INSULATED METAL PANELS. THIS INCLUDES

FURNISH AND INSTALL ALL NEW APPURTENANCES AND

MAXIMUM SLOPE IS 2V/12H FOR UL RATING.6.

PLATES.

GRAY IN COLOR, ATTACHED BY INDUCTION WELDING TO DURO-BOND

ONE (1) LAYER OF DURO-LAST PVC THERMOPLASTIC 60-MIL MEMBRANE, 5.

DURO-BOND PLATES AND #15 SCREWS.

ONE (1) LAYER OF 1/2-INCH DENSDECK ROOF BOARD ATTACHED WITH 4.

DRAINAGE. SEE KEYNOTES FOR VARYING THICKNESSES.

LAID. UTILIZE FLAT AND TAPERED BOARDS TO ACHIEVE PROPER

DURO-GUARD ISO III CG POLYISOCYANURATE INSULATION BOARD, LOOSELY

TWO (2) PERPINDICULAR LAYERS (TOP LAYER TAPERED CRICKETS) OF 3.

ONE (1) LAYER OF 5/8-INCH DENSDECK ROOF BOARD, LOOSELY LAID.2.

DURO-LAST VAPOR BARRIER OVER EXISTING STEEL DECKING. 1.

FOR 20-YEARS AND 130-MPH WIND LOADS.

EQUAL. SYSTEM SHALL BE DESIGNED, CERTIFIED AND WARRANTEED

BASIS OF DESIGN: DURO-LAST ROOFING SYSTEMS OR APPROVED

1/4" TO 4 1/4". MATCH EXISTING THICKNESSES.

BUILDING ROOF - 3 1/4" TO 7 1/4", AND ADDITION ROOF - 2

VARY AS FOLLOWS: ATCT ROOF - 2 1/4" TO 3 1/2", BASE

07 54 19. TAPERED CRICKET INSULATION BOARD THICKNESSES

ASSEMBLY NOTES ON THIS PAGE AND SPECIFICATON SECTION

ROOFS, AS INDICATED ON DRAWING. SEE STEEL DECK ROOFING

FROM INNER TO OUTER LIMITS ON ATCT AND ALL OTHER

ROOFING MEMBRANE, ROOF BOARD, INSULATION BOARD, ETC.,

PEDESTAL

A101 SCALE: 1/8" = 1'-0"

WALKWAY PATHS TO ROOF EQUIPMENT.

ROOF COLOR (GRAY) AND EXISTING MAINTENANCE

BY DURO-LAST OR APPROVED EQUAL. MATCH NEW

FURNISH AND INSTALL ROOF TRAK III WALKWAY PADS,

APPROVED EQUAL, AS INDICATED ON DRAWING.

BALLASTED GUARDRAIL SYSTEM, BY BLUEWATER OR

FURNISH AND INSTALL A SAFETYRAIL 2000

MANUFACTURER'S RECOMMENDATIONS.

AS NECESSARY TO WEATHERPROOF ROOF, PER

PEDESTAL), CURB, PENETRATION, PIPE, COUNTER FLASHINGS, ETC.,

FLASHING DETAILS SUCH AS INSIDE WALL TERMINATION (ATCT

/2

:1

:4

A

M lo tt e d b y

V

-C

-E

8 7 6 5 4 3 2 1

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

IS

orf-1402219-a101

2021-05-27T14:16:06-0400

SANDRA Luz Piettro

2021-05-27T10:54:27-0400

Jason Michael Neal

ORF-1402219-A501

A501 NOT TO SCALE

SNAP COPING CAP

JMN 1402219

PENETRATION INSTALLATIONS.

AND DETAILS FOR GENERAL, FIELD SEAM, COPING, EDGE, AND

FOLLOW DUROLAST, OR APPROVED EQUAL, SPECIFICATIONS 1.

05/24/2021

ROOF DETAILS

EL=

FIN. FLOOR

100'-0"

109'-0"

TO OF PARAPET

116'-0"

SOFFIT

T.O.S.

113'-4"

VARIES

112'-6"

MEMBRANE ROOFING

MEMBRANE FLASHING

PACK W/INS

ADHESIVE APPLICATION

3" RIGID INS

ACOUSTICAL PANELS

" GWB

MET STUDS

BATT INSUL

RESILIENT BASE

SCHEDULED FLOORING

VAPOR BARRIER

SEALANT

VAPOR BARRIER VAPOR BARRIER

VERTICAL BLINDS

SEE STRUCT.

WINDOW WALL SUPPORT-

5" PRECAST WALL PANELS

5" PRECAST PANELS

GRADE BEAM-

GWB

RIGID INSULATION RIGID INSULATION

EXTERIOR GYP. BOARD SOFFIT

ON MET. STUD FRAMING-

BATT. INSULATION

SUPPORT-

PRECAST PANEL

PRECAST MFR.

ATTACHMENT & REINF. BY

SEE C3.1 & C4.1

INFILTRATION DITCH-

SMACNA FIG. F

CONDUCTOR HEAD SIM. TO

FLASHING

w/THRU-WALL

PUBLIC WORKS DRAWING B-39

INFILTRATION TRENCH"

"STANDARD STORM WATER

CITY OF VIRGINIA BEACH

OVERFLOW DRAIN PER

EXPOSED GRADE BEAM

CHAMFER AT JOINT (TYP.)

A501 SCALE: 3/4" = 1'-0"

WALL SECTION 2

WALL SECTION 3

WALL SECTION

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

3'2'1'01'

:5 lo tt e

10"

3'-0"

1'-2" 1'-2"

2'-0"

1'-2" orf-1402219-a501

2021-05-27T14:16:42-0400

SANDRA Luz Piettro

2021-05-27T10:54:39-0400

Jason Michael Neal

VA NORFOLK

05/24/2021 1402219

ORF-1402219-A502

A502 NOT TO SCALE

INSIDE WALL TERMINATION1

ROOF DRAIN W/ DRAIN GUARD

PENETRATION INSTALLATIONS.

AND DETAILS FOR GENERAL, FIELD SEAM, COPING, EDGE, AND

FOLLOW DUROLAST, OR APPROVED EQUAL, SPECIFICATIONS 1.

RECTANGULAR PENETRATION 4

ROUND PENETRATION

:5 lo tt e

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

orf-1402219-a502

2021-05-27T14:17:05-0400

SANDRA Luz Piettro

2021-05-27T10:54:58-0400

Jason Michael Neal

SITE LAYOUT PLAN

ORF-1402219-C101

-c

STAGING AREA

CONTRACTOR

XX

X

FENCE

WATER LINES

A/C

DISCONNECT

FLAG POLE

ACCU1

PED

EMPTY

CONTROL

SEWAGE

SIDEWALK

C101 SCALE: 1" = 20'-0"

020' 20'

SCALE: 1" = 20'

40'

WHEELCHAIR

IL

LER

STO

RE

RO

AD

(S )U

MG

24.4

24.6

24.6

13'

PARKING

PARKING

PARKING WHEELCHAIR

RAMP

SLIDING

GATES

ENTRANCE

LB

.3

FENCE

GATE

BASE BLDG

WHEELCHAIR

-c lo tt e orf-1402219-c101

2021-05-27T14:17:36-0400

SANDRA Luz Piettro

2021-05-27T10:55:09-0400

Jason Michael Neal

ORF-1402219-D101

TOWER LINK

ACCU-3

ACCU-4

H-1

EF-6

EF-4

EF-5

ENGINE GEN.

H-2

H-4

CU-2

H-3

EF-2EF-3

CU-4

ACCU-2

ACCU-1

1 2 3 4 5

(TYP)

PIPE BOX

CU-3

PIPE EF-1

LEGEND

FASCIA BASE

D101 SCALE: 1/8" = 1'-0"

ROOF DEMOLITION PLAN

KEYNOTES

SEE MATCHLINE THIS PAGE

VANORFOLK

-d

ANTENNA MOUNT

RACEWAY

OBSTRUCTION

DRAIN

ROOF

AIR TERMINALSHOOD

SINGLE PLY ROOF

THIS PAGE

SEE MATCHLINE

OUTER LIMIT OF ROOF WORK

INNER LIMIT OF ROOF WORK

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

8' 16'08'

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.8.

DOCUMENTATION TO COR.

METALS, ETC.) WHEN DISPOSING OF, AND PROVIDE

RECYCLE ALL RECYCLEABLE MATERIALS (E.G., SCRAP 7.

SEPARATE LINE ITEM FOR ABATEMENT COSTS.

REVIEW AND APPROVAL. CONTRACTOR SHALL PROVIDE A

PROVIDE STATE NOTIFICATION AND A PLAN FOR FAA

STATE OF VIRGINIA'S ASBESTOS CONTROL REGULATION, AND

MORE INFORMATION. CONTRACTOR SHALL ADHERE TO THE

AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS, FOR

AND REGULATIONS. SEE SPECIFICATION 02 82 33, REMOVAL

ACCORDANCE WITH APPLICABLE LOCAL AND STATE RULES

TROWELED FLASHING CEMENT MUST BE ABATED IN

APPLIED FLASHING CEMENT. ALL HORIZONTAL FLASHING AND

EXISTING PARAPET WALL BASE FLASHING AND TROWEL

ASSUME ASBESTOS CONTAINING MATERIALS ARE PRESENT IN 6.

FOOT) TO REPAIR FIREPROOFING, IF NECESSARY.

CONTRACTOR SHALL PROVIDE UNIT PRICING ($/SQUARE 5.

ON ALL ROOFS DURING CONSTRUCTION.

PROTECTION SYSTEM (AIR TERMINALS, CONDUCTORS, ETC.)

REMOVE, MAINTAIN, AND REINSTALL EXISTING LIGHTNING 4.

BLOCKING/NAILER REPLACEMENT IN BID ($/BOARD FOOT).

CONTRACTOR SHALL FURNISH UNIT PRICE FOR WOOD

ACCORDANCE TO ROOFING MANUFACTURER'S SPECIFICATION.

DAMAGED WOOD BLOCKING UTILIZING FASTENERS IN

FOR DAMAGE, DRY ROT, PROPER FASTENERS, ETC. REPLACE

CONTRACTOR MUST INSPECT EXISTING WOOD BLOCKING

EXISTING WOOD BLOCKING/NAILERS/CLETES TO REMAIN. 3.

FOR ADDITIONAL INFORMATION.

MANUFACTURER'S RECOMMENDATIONS. SEE A-SERIES SHEETS

SEALANTS, ETC. REPLACE IN ACCORDANCE WITH

CAPPINGS, FLASHINGS, EXPANSION JOINTS, FILLER, REGLETS,

REMOVE AND DISPOSE OF ALL EXISTING PARAPET COPINGS, 2.

FOR NEW POLYISOCYANURATE RIGID INSULATION.

EXISTING METAL DECKING TO REMAIN. PREPARE SURFACE 1.

3 3

SKYLIGHT

WALKWAY PAD

UNDER THIS CONTRACT

LIMITS OF ATCT ROOF WORK

DISCREPANCIES, ETC., TO COR.

OF NEW INSULATED METAL PANELS. REPORT ANY DAMAGE,

METAL PANELS ALL AROUND, AND PREPARE FOR INSTALLATION

CLEAN AND INSPECT SUBSTRUCTURE OF EXTERIOR INSULATED

ACCU

AND STRAIRS

STEEL GRATING PLATFORM

PREPARE FOR REROOFING.

ON ALL ROOFS, ENTIRELY, AS INDICATED ON DRAWING.

PIPE PENETRATIONS, EXHAUST FAN PENETRATIONS, ETC.,

BOTTOMS OF ATCT PEDESTAL, AND ALL EQUIPMENT CURBS,

REMOVE AND DISPOSE OF ALL EXISTING FLASHING AROUND

LIGHT FIXTURE

SLOPESLOPE

D501

PEDESTAL

ELEVATIONS AND LOCATIONS OF PANELS.

SPECIFICATIONS FOR AS-BUILT DRAWINGS THAT CONTAIN

ACCESSIBLE FROM THE ATCT CATWALK. SEE APPENDIX C OF

PREPARE FOR NEW INSULATED PANELS. PANELS ARE

METAL PANELS ABOVE AND BELOW ATCT CAB GLASS AND

REMOVE AND DISPOSE OF ALL EXISTING EXTERIOR INSULATED

ROOFS.

REMOVE AND DISPOSE OF ALL EXISTING ROOF DRAINS ON ALL

INDICATED ON DRAWING. PREPARE FOR REROOFING.

BOARDS, AND INSULATION ON ALL ROOFS, ENTIRELY, AS

ROOF, AND ATCT (SINGLE-PLY) ROOF MEMBRANES, ROOF

(ROLLED ASPHALT) ROOF, BASE BUILDING ADDITION (MEMBRANE)

REMOVE AND DISPOSE OF ALL EXISTING BASE BUILDING

PREPARE FOR REROOFING.

COPING, REGLET, PITCH POCKETS, ETC., ON ALL ROOFS, AND

REMOVE AND DISPOSE OF ALL EXISTING TERMINATION BARS,

lo tt e orf-1402219-d101

2021-05-27T14:17:59-0400

SANDRA Luz Piettro

2021-05-27T10:55:19-0400

Jason Michael Neal

JMN 05/24/2021 1402219

ROOF DEMOLITION DETAILS

ORF-1402219-D501

113'-4"

VARIES

112'-6"

" GWB

MET STUDS

BATT INSUL

VAPOR BARRIER

VAPOR BARRIER VAPOR BARRIER

5" PRECAST WALL PANELS

GRADE BEAM-

RIGID INSULATION RIGID INSULATION

PRECAST MFR.

ATTACHMENT & REINF. BY

SEE C3.1 & C4.1

INFILTRATION DITCH-

SMACNA FIG. F

CONDUCTOR HEAD SIM. TO

FLASHING

w/THRU-WALL

PUBLIC WORKS DRAWING B-39

INFILTRATION TRENCH"

"STANDARD STORM WATER

CITY OF VIRGINIA BEACH

OVERFLOW DRAIN PER

CHAMFER AT JOINT (TYP.)

D501 SCALE: 3/4" = 1'-0"

WALL SECTION 2

WALL SECTION 3

WALL SECTION

METAL FLASHING

2 PIECE PARAPET CAP

ANCHOR BOLTS @3'-0" O.C.

CONT. CLEAT

4'-0" O.C.

LONG BOLTS MAX

ANCHOR NAILER

FASTENERS @ 2'-0" O.C.

CORROSION RESISTANT

PRECAST CONC

D501 SCALE: 1 1/2" = 1'-0"

DETAIL

NOT USED.1.

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

3'2'1'01'

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

5'1' 2'01' lo tt e

3'-0"

1'-2" 1'-2"

1'-2" orf-1402219-d501

2021-05-27T14:18:20-0400

SANDRA Luz Piettro

2021-05-27T10:55:35-0400

Jason Michael Neal

AND DRAWING LIST

COVER SHEET, VICINITY MAP,

ORF-1402219-G001

-g

VICINITY MAP

NOT TO SCALE

Shore Drive

Military Highway

Robin Hood Road

Azalea Garden Rd Miller Store Rd

E. Little

Creek Road

Bayside Rd

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

AVIA

I

LAR

TRAT

SI

NI

VIRGINIA BEACH, VIRGINIA

NORFOLK INTERNATIONAL AIRPORT

EASTERN SERVICE AREA

GENERAL

DRAWING NUMBER DRAWING TITLE

DRAWING LIST

CIVIL

DEMOLITION

ARCHITECTURAL

ORF-1402219-A502

ORF-1402219-A501

ORF-1402219-A101

ORF-1402219-D501

ORF-1402219-D101

ORF-1402219-C101

ORF-1402219-G002

ORF-1402219-G001

ROOF DEMOLITION DETAILS

CODES, STANDARDS, ETC.

SYMBOL LEGEND, ABBREVIATIONS, GENERAL NOTES,

AND DRAWING LIST

COVER SHEET, VICINITY MAP,

AIRPORT

INTERNATIONAL

PROJECT SITE AT

VIRGINIA BEACH, VA 23455

1245 MILLER STORE RD,

AND BASE BUILDING

TRAFFIC CONTROL TOWER

PROJECT SITE AT AIRPORT

:4 lo tt e orf-1402219-g001

2021-05-27T14:04:26-0400

SANDRA Luz Piettro

2021-05-27T10:53:58-0400

Jason Michael Neal

04' 4' 8'

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

020' 20'

SCALE: 1" = 20'

40'

AFF ABOVE FINISH FLOOR

ARCH ARCHITECT(URAL)

BM

CLG CEILING

CLR CLEAR

CONC CONCRETE

STL STEEL

STR STRUCTURAL

VERT VERTICAL

SIM SIMILAR

COR

VIF VERIFY IN FIELD

OC ON CENTER

TYP TYPICAL

& AND

@ AT

APC ACOUSTICAL PANEL CEILING

BEAM

SF SQUARE FEET

DEMO DEMOLITION

RE RESIDENT ENGINEER

DIAMETERDIA

HDW HARDWARE

HORIZ HORIZONTAL

HT HEIGHT

MECH MECHANICAL

NUMBER

ELEC ELECTRIC(AL)

EF

EQUIP EQUIPMENT

EXP EXPOSED

GWB GYPSUM WALLBOARD

FAA FEDERAL AVIATION ADMINISTRATION

DWG(S) DRAWING(S)

MIN MINIMUM

HM HOLLOW METAL

NO. #

SP STAIR PRESSURIZATION

DP DUST PROOF PARTITION

SSC SYSTEM SUPPORT CENTER

EXHAUST FAN

1.

2.

3. CONSTRUCTION TYPE:

OCCUPANCY CLASSIFICATION:

CODES APPLICABLE TO OTHER ASPECTS OF PROJECT:

LIFE SAFETY:

NFPA 101, EXISTING BUSINESS

GROUP B (BUSINESS)

TYPE II B

NON-BEARING WALLS:

ROOF:

FLOOR:

STRUCTURAL FRAME:

BEARING WALLS:

STAIRS:

SHAFTS:

THE FOLLOWING FIRE-RESISTANCE RATINGS ARE REQUIRED:

0 HOURS (IBC TABLE 601)

2 HOURS (IBC 707.3.2)

2 HOURS (IBC 707.3.1)

THROUGHOUT FACILITY.

FIRE ALARM: ADDRESSABLE FIRE ALARM SYSTEM PROVIDED

4.

5.

ABBREVIATIONSSYMBOL LEGEND GENERAL NOTES

APPLICABLE CODES, STANDARDS, & REGULATIONS

AND REGULATIONS:

STANDARDS,

APPLICABLE CODES,

DESCRIPTION

NOTES

DOOR REFERENCE

XXX

GRAPHIC SYMBOL

DRAWING NUMBER

DRAWING IS SHOWN

SHEET ON WHICH

DRAWING TITLE

SECTION NUMBER

SECTION IS DRAWN

SECTION

DETAIL NUMBER

DETAIL MARKER

DETAIL IS DRAWN

X001

MARKER

INTERIOR ELEVATIONELEVATION NUMBER

ELEVATION IS DRAWN

XXX DOOR NUMBER

ROOM NUMBER ROOM NAME/NUMBER

DESCRIPTION

EL.XXX

LEVEL LINE

X WALL TYPE

X REVISION NUMBER

X.XX

KEY NOTE REFERENCE

COLUMN REFERENCE

TRUE NORTH

PROJECT NORTH

PROJECT NORTH ARROW

TRUE NORTH ARROW

KEY NOTEX

X001 SCALE: 1" = XX'

TITLE TEXT

GFE GOVERNMENT FURNISHED EQUIPMENT

CONTRACTING OFFICER'S REPRESENTATIVE

EPDM ETHYLENE PROPYLENE DIENE MONOMER RUBBER

NIC NOT IN CONTRACT MEANS OF EGRESS SHALL NOT BE OBSTRUCTED THROUGHOUT PERFORMANCE OF THE WORK.14.

DISCONNECT SWITCHES, ETC.).

ONLY FAA SSC PERSONNEL MAY OPERATE ELECTRICAL DISTRIBUTION EQUIPMENT (I.E. CIRCUIT BREAKERS,13.

LEAST 10 WORKING DAYS PRIOR TO PERFORMING THE WORK.

TEMPORARY OUTAGES SHALL BE SCHEDULED AND APPROVED IN WRITING BY THE FAA SSC MANAGER AT UNSCHEDULED ELECTRICAL OUTAGES SHALL NOT BE PERMITTED. WORK THAT REQUIRES PERMANENT OR12.

PERFORMED TO THE SATISFACTION OF THE COR.

FACILITY CAUSED BY THEIR PERSONNEL AND/OR SUBCONTRACTORS. REPAIRS/RESTORATIONS SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND RESTORATION OF ANY DAMAGE TO THE11.

PROPERLY STORED AND/OR SECURED.

DEBRIS, COVERING PENETRATIONS DAILY, ETC. ALL DEBRIS SHALL BE REMOVED DAILY AND ALL TOOLS CONSIST OF, BUT NOT BE LIMITED TO, REMOVING ANY PROTECTIVE COVERINGS, REMOVING MISCELLANEOUS CONTRACTOR SHALL CLEAN THE WORK AREA(S) UPON COMPLETION OF EACH WORKDAY. CLEANING SHALL10.

IN ACCORDANCE WITH UNDERWRITERS LABORATORIES (UL) AND FAA STANDARDS.

THE DEMOLITION OR INSTALLATION WORK. MATERIALS AND METHODS USED FOR FIRESTOPPING SHALL BE FIRESTOP ALL OPENINGS IN FIRE-RESISTANCE RATED WALLS, CEILINGS, FLOORS, AND ROOFS CAUSED BY9.

CONSTRUCTION SEQUENCES.

IF NECESSARY, MAINTAIN HEPA FILTRATION OF CRITICAL AREAS DURING ALL ABATEMENT AND GENERAL CONSTRUCTION NOISE, DUST, AND DEBRIS MUST NOT INTERFERE WITH THE OPERATION OF THE FACILITY.8.

INSTALLED UNDER THIS CONTRACT.

PRIOR TO THE START OF WORK, VERIFY ROUGH-IN DIMENSIONS IN THE FIELD FOR ALL ITEMS TO BE7.

DRAWN IN FULL.

REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY, AND SHALL BE COMPLETELY PROVIDED AS IF6.

COORDINATE CONTRACTOR ACCESS, PARKING, STAGING AREA, AND MATERIALS STORAGE WITH THE COR.5.

COORDINATED WITH THE COR AT LEAST 24-HOURS IN ADVANCE OF COMMENCING SAID WORK.

ANY WORK TO BE PERFORMED BY THE CONTRACTOR OUTSIDE OF COR'S DETERMINED SCHEDULE MUST BE HOWEVER, 3RD SHIFT NIGHT WORK WILL BE REQUIRED FOR ANY WORK IN THE CAB OR ON THE CAB ROOF.

UNLESS SPECIFIED OTHERWISE BY THE COR. HOURS OF WORK WILL BE DETERMINED BY THE COR IN FIELD;

WORK ONSITE SHALL BE LIMITED TO WEEKDAYS, MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS,4.

DISRUPTION, IMPACT OR DELAY TO THE OTHER WORK/CONTRACTS.

TIME AS THIS CONTRACT. THE CONTRACTOR SHALL COORDINATE THEIR WORK IN ORDER TO MINIMIZE OTHER WORK/CONTRACTS MAY BE UNDERWAY AT THE ATCT AND/OR BASE BUILDING DURING THE SAME3.

THEIR IMPACT, IF ANY, ON THE OPERATION OF THE FACILITY.

BEFORE A NOTICE TO PROCEED IS ISSUED. THE SCHEDULE SHALL OUTLINE ALL PHASES OF THE WORK AND THE CONTRACTOR SHALL PROVIDE A COMPREHENSIVE SCHEDULE TO THE COR FOR REVIEW AND APPROVAL2.

WITH THE COR.

(COR) TO BE DISRUPTIVE OR UNSAFE SHALL BE STOPPED IMMEDIATELY. RESCHEDULE THE STOPPED WORK ACCIDENTS AND/OR LOSS OF LIFE. ANY WORK DETERMINED BY THE CONTRACTING OFFICER'S REPRESENTATIVE AIRPORT TRAFFIC CONTROL TOWER. ANY UNAUTHORIZED ELECTRICAL OUTAGE MAY CAUSE AIRCRAFT THE CONSTRUCTION OF THIS PROJECT MUST NOT INTERFERE WITH THE 24-HOUR OPERATION OF THE1.

MEP MECHANICAL, ELECTRICAL, & PLUMBING

RADAR RADIO DETECTION AND RANGING

ASDE AIRPORT SURFACE DETECTION EQUIPMENT

GRAPHIC SCALE

ARCHITECTURAL

GRAPHIC SCALE

ENGINEERING

THE SHEET IS REDUCED IN SIZE.

FULL SIZE AND FOR USING THE APPROPRIATE BAR SCALE WHEN

- 22" X 34" DRAWING SHEET SIZE), AND ARE USED FOR SCALING AT

NOTE: THE ABOVE SCALES REFER TO FULL SIZE DRAWINGS (ANSI D

VIRGINIA ENERGY CONSERVATION CODE, 2015 EDITION

UL 96A - STANDARD FOR INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, 13TH EDITION

UL 96 - ANSI/CAN/UL STANDARD FOR SAFETY LIGHTNING PROTECTION COMPONENTS, 6TH EDITION

NFPA 780 - STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, 2017 EDITION

REQUIREMENTS FOR FACILITIES AND ELECTRONIC EQUIPMENT

FAA-STD-019F - LIGHTNING AND SURGE PROTECTION, GROUNDING, BONDING, AND SHIELDING

NFPA 70 - NATIONAL ELECTRICAL CODE (NEC), 2017 EDITION

OSHA CFR 29 1926 - CONSTRUCTION

OSHA CFR 29 1910 - GENERAL INDUSTRY

(CFR) 1960.20 - ALTERNATE STANDARD FOR FIRE SAFETY IN AIRPORT TRAFFIC CONTROL TOWERS

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 29 CODE OF FEDERAL REGULATIONS

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 - LIFE SAFETY CODE, 2018 EDITION

VIRGINIA STATEWIDE FIRE PREVENTION CODE, 2015 EDITION

VIRGINIA EXISTING BUILDING CODE, 2015 EDITION

VIRGINIA CONSTRUCTION CODE, 2015 EDITION

ASCE 7-16 LOADING CRITERIA:

STRENGTH DESIGN WIND LOAD FACTOR: 1.0

INTERNAL PRESSURE COEFFICIENT: 0.18

WIND IMPORTANCE FACTOR: 1.15

OCCUPANCY/RISK CATEGORY: III

EXPOSURE: C

BASIC WIND SPEED: 140-MPH

BUILDING HEIGHT: APPROX. 128-FT (TOP OF CAB ROOF) ABOVE GROUND LEVEL

NOTES, CODES, STANDARDS, ETC.

SYMBOL LEGEND, ABBREVIATIONS, GENERAL

ORF-1402219-G002

:3 lo tt e orf-1402219-g002

2021-05-27T14:14:21-0400

SANDRA Luz Piettro

2021-05-27T10:54:13-0400

Jason Michael Neal