Drawings_BGR-ATCT-1401830_1-17.pdf

FOR BIDDING

FEDERAL AVIATION ADMINISTRATION

BANGOR INTERNATIONAL AIRPORT

ROOF REHABILIATION PROJECT

BASE BUILDING, LINK, TOWER CAB, E/G BUILDING, AND WORK SHOP

NOT TO SCALE

LOCUS MAP

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

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SUBMITTED BY APPROVED BY

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APPROVED

DATE

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1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

d e s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N g v e r s h e e t d w g

COVER SHEET

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-G000 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

K. COFFEY

2021-01-22

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SUMMARY OF WORK:

1. REFERENCE THE PROJECT'S SPECIFICATIONS, SECTION 01 10 00, FOR COMPLETE STATEMENT OF

WORK. THE OVERALL INTENT OF THE PROJECT IS TO REHAB THE ROOFS FOR THE BASE BUILDING, LINK, ATC TOWER, WORK SHOP AND E/G BUILDING.

1.1. ROOF OVERLAYMENT INCLUDES THE BASE BUILDING, CAB, LINK, AND E/G BUILDING

1.2. COMPLETE ROOF REMOVAL AND RESTORATION INCLUDES THE WORK SHOP, AND AREAS AS

INDICATED IN THE REPAIR PLAN.

2. ROOFING INSTALLATION AND MATERIALS SHALL COMPLY WITH THE INTERNATIONAL BUILDING

CODE, SECTION 1507.12 SINGLY-PLY ROOFING, AND MATERIAL STANDARD ASTM-D4434 -

POLYVINYL CHLORIDE (PVC).

3. THE FINAL INSTALLATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION TO ACHIEVE

A “20 YEAR” WARRANTY, PER SECTION 01 78 36 WARRANTIES & GUARANTEES.

4. ANY SPECIFIC BRAND NAME MENTIONED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE

NOT REQUIRED FOR COMPLIANCE WITH THE THOSE DOCUMENTS, EXCEPT WHERE THE

DOCUMENTS PROHIBIT SUBSTITUTION. TO PROPOSE PRODUCT IDENTICAL OR EQUAL TO THOSE

SHOWN ON THE DRAWINGS AND SPECIFICATIONS, MAKE AND SUBMIT SUBMITTALS PER

SPECIFICATIONS DIVISION 1, SECTION 01 33 00.

OPERATIONAL RISK MANAGEMENT (ORM) & FACILITY COORDINATION:

1. THE BANGOR INTERNATIONAL AIRPORT TRAFFIC CONTROL TOWER (ATCT) IS A 24-HOUR ACTIVE

FACILITY, DISRUPTION TO POWER AND ITS OPERATION IS UNACCEPTABLE. WORK THAT REQUIRES

PERMANENT OR TEMPORARY OUTAGES SHALL BE SCHEDULED AND APPROVED IN WRITING A

MINIMUM OF 14 BUSINESS DAYS IN ADVANCE OF WORK, IN IT SHALL COMPLY WITH FAA ORM

PROCEDURES.

2. CONTRACTOR SHALL ABIDE BY THE PROJECT'S OPERATIONAL RISK MANAGEMENT PLAN. COR

SHALL MAINTAIN AND UPDATE PROJECT MITIGATION PLAN ON A DAILY/WEEKLY BASIS.

3. PROVIDE BASELINE SCHEDULE TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL

BEFORE THE NOTICE TO PROCEED IS ISSUED. AT A MINIMUM, THE SCHEDULE SHALL OUTLINE THE

PHASES OF THE WORK; SUCH AS DEMOLITION, REPAIR, INSTALLATION, AND MANUFACTURER'S

INSPECTION.

4. THE CONTRACTOR SHALL COORDINATE, ON DAILY BASIS, AND FOR THE DURATION OF THE

PROJECT, ALL CONSTRUCTION RELATED ACTIVITIES WITH THE COR. THE COR, AS DELEGATED BY

THE CO, SHALL OVERSEE AND COORDINATED WITH THE FAA FACILITY ALL CONSTRUCTION

ACTIVITIES. COPIES OF THE COR DELEGATION LETTER WILL BE PROVIDED TO THE CONTRACTOR

DURING THE PRE-CONSTRUCTION MEETING.

5. AS INDICATED ON THE PLANS THERE ARE FAA NAS EQUIPMENT LOCATED ON THE CAB ROOF, UNDER NO CIRCUMSTANCES SHALL THESE FACILITIES/EQUIPMENT BE DISTURBED OR SERVICES

TO THEM DISRUPTED UNLESS APPROVED BY THE FAA.

6. CONTRACTOR TO ENSURE OBSTRUCTION EVALUATION/AIRPORT AIRSPACE ANALYSIS (OE/AAA) IS

APPROVED PRIOR TO PERFORMING ANY WORK IN THE TOWER CAB LEVEL.

CONSTRUCTION COORDINATION:

1. BEFORE STARTING THE PROJECT, THE CONTRACTOR MUST SHOW PROOF THAT THE PROJECT IS

REGISTERED WITH THE MANUFACTURER. FURNISH A COPY OF THE MANUFACTURER'S NOTICE OF

AWARD (NOA) TO THE COR. THE CONTRACTOR MUST HAVE THE MANUFACTURER

REPRESENTATIVE ON SITE THE FIRST (2) DAYS OF THE INSTALLATION OF THEIR SYSTEM, THEN

FOR (1) DAY AT 50% AND 100% ROOF COMPLETION. IT IS ALSO REQUIRED THAT ANY OFFICIAL

COMMUNICATION/REPORTS BETWEEN THE MANUFACTURER AND THE CONTRACTOR, IN REGARDS

TO THE CONDITION OF THE NEW ROOF, TO BE PROVIDED TO THE COR.

2. HOURS OF WORK - CONTRACTOR SHALL WORK A STANDARD 8-HOUR DAILY/40-HOUR WORK WEEK.

UNLESS OTHERWISE APPROVED BY THE COR AND ACCOMPLISHED BETWEEN THE HOURS OF 6AM

AND 6PM DAILY. NO WORK IS ALLOWED ON WEEKENDS AND FEDERAL HOLIDAYS UNLESS

APPROVED BY THE CO/COR IN WRITING.

2.1. CAB LEVEL INTERIOR WORK SHALL BE PERFORMED DURING LOW TRAFFIC PERIODS.

CONTRACTOR TO COORDINATE INTERIOR WORK WITH COR. TYPICAL LOW TRAFFIC IS

BETWEEN 8:30AM AND 10:00AM.

2.2. CAB ROOF WORK SHALL NOT BE PERFORMED BETWEEN MEMORIAL DAY AND SEPTEMBER 1ST.

3. ONE WEEK PRIOR TO THE INSTALLATION OF THE ROOF SYSTEM, THE CONTRACTOR IS REQUIRED

TO BUILD A MOCK-UP ROOM PROFILE SECTION OF A 4'X4' ROOF AREA AND HAVE IT TESTED. (TO

INCLUDE LAP JOINT). ADD COST TO PROPOSED BID.

4. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO

BEGINNING WORK. DISCREPANCIES SHALL BE BROUGHT TO THE PROJECT ENGINEER.

CONTRACTOR IS RESPONSIBLE FOR ON SITE VERIFICATION OF ANY AND ALL WORK REQUIRED

5. THE CONTRACTOR SHALL VIDEO/PHOTO RECORD AND IDENTIFY ANY DEFICIENCIES OF EXISTING

GROUND SURFACE AND LAYDOWN AREA. COPIES, PROVIDED VIA USB, SHALL BE TURNED OVER

TO THE COR PRIOR TO COMMENCEMENT OF WORK.

6. CONTRACTOR SHALL REQUEST, (5) DAYS IN ADVANCE, ANY NIGHT WORK AND OVERTIME

CONSTRUCTION CO AND/OR COR.

SITE ACCESS:

1. CONTRACTOR SITE ACCESS SHALL BE COORDINATED AT THE PRE-CONSTRUCTION MEETING. AN

ADVANCE LIST OF THE CONTRACTOR'S PERSONNEL SHALL BE PROVIDED TO THE FAA-COR.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDUCT OF THE CONTRACTOR'S PERSONNEL

ON SITE. CONTRACTOR VEHICLES SHALL BE IDENTIFIED AS SUCH.

2. PROPOSED LAYDOWN AREA IS AS SHOWN ON SHEET G003. THE PROJECT SITE MAY BE USED FOR

CONTRACTOR STAGING. THE CONTRACTOR SHALL RESTORE STAGING AREA, INCLUDING ANY THE

REPAIR TO EXISTING FACILITIES, AS DEEMED SATISFACTORY TO THE COR.

3. ELECTRICAL POWER MAY BE ACCESSED AT EXISTING BUILDING OUTLETS. COORDINATE WITH COR

PRIOR TO ANY WORK OCCURING.

4. CONTRACTOR SHALL PROVIDE AND MAINTAIN PORTABLE TOILET FACILITIES FOR LABORERS.

5. THE CONTRACTOR SHALL INSPECT ALL VEHICLES FOR OIL LEAKS AND REPAIR OR REMOVE FROM

WORK AREA.

6. ENCLOSED DUMPSTER FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE PROVIDED BY THE

CONTRACTOR WITHIN THE STAGING AREA. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL

DEBRIS FROM THE ROOF AT THE END OF EACH WORK DAY.

7. CONTRACTOR SHALL BE AWARE OF APPROACHING STORMS AND HIGH WINDS, AND TAKE

PRECAUTIONS TO SECURE WORK ARE AND INCLUDING CONSTRUCTION MATERIALS. .

8. CONSTRUCTION AREAS SHALL BE CLEANED DAILY. ALL DEBRIS SHALL BE REMOVED, ALL TOOLS

SHALL BE PROPERLY STORED.

9. MEANS OF EGRESS SHALL NOT BE OBSTRUCTED FOR THE DURATION OF THE PROJECT.

10. CONTRACTOR SHALL AIM ALL CONSTRUCTION LIGHT TOWERS SO AS NOT IMPACT AIR TRAFFIC

OPERATIONS

11. FINISHES AND SURFACES DAMAGED BY THE DEMOLITION OR CONSTRUCTION SHALL BE PATCHED

AND REPAIRED TO MATCH EXISTING AS CLOSE AS POSSIBLE. ALL PENETRATIONS SHALL BE MADE

WATERTIGHT.

SAFETY PLAN:

1. CONTRACTOR SHALL SUBMIT SITE SPECIFIC SAFETY PLAN: OSHA 2202 WHICH REFERENCES 29

CFR PART 1926 "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION" SHALL FORM A PART

OF THE OVERALL SAFETY PLAN. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT HIS/HER

EMPLOYEES HAVE APPROPRIATE PERSONAL SAFETY EQUIPMENT AND PROTECTIVE CLOTHING

AND THAT APPROPRIATE EMERGENCY EQUIPMENT (INCLUDING FIRST AID KIT & MULTI-CLASS

RATED FIRE EXTINGUISHER) IS ON HAND THROUGHOUT THE COURSE OF THE PROJECT. MATERIAL

SAFETY DATA SHEETS SHALL BE MADE AVAILABLE UPON REQUEST

2. FUME MITIGATION PLAN: BEFORE THE WORK STARTS, THE CONTRACTOR SHALL PROVIDE A

“FUME/SMELL MITIGATION PLAN.” THE AIM IS TO ELIMINATE/REDUCE ALL FUME SMELLS THAT MAY

PENETRATED INTO THE FACILITIES WORK AREAS.

3. CONSTRUCTION NOISE, DUST AND DEBRIS MOST NOT INTERFERE WITH AIR TRAFFIC OPERATION.

THE CONTRACTOR SHALL AVOID PERFORMING ANY ACTIVITY THAT COULD POTENTIALLY, EITHER

VISUALLY OR AUDIBLY OBSTRUCT THE NORMAL OPERATIONS OF THE AIR TRAFFIC CONTROL

TOWER.

4. PROVIDE DETAIL FALL PROTECTION PLAN FOR ALL WORK AREAS.

5. FACILITY ACCESS SHALL BE MAINTAINED AT ALL TIMES FOR EMERGENCY VEHICLES. IN THE

EVENT OF AN UNFORESEEN FAA EMERGENCY, THE CONTRACTED WORKERS SHALL BE EXPECTED

TO IMMEDIATELY EVACUATE THE FACILITY AS DIRECTED BY THE COR.

6. PROVIDE WEATHER PROTECTION PLAN. REMOVE ONLY THAT AMOUNT OF EXISTING ROOFING AND

FLASHING WHICH CAN BE MADE WATERTIGHT WITH NEW MATERIALS DURING A ONE-MORNING

PERIOD OR ONSET OF INCLEMENT WEATHER. ALL WORK SHALL BE SCHEDULED AND EXECUTED

WITHOUT EXPOSING THE INTERIOR BUILDING AREAS TO THE EFFECTS OF INCLEMENT WEATHER, TO SMOKE, TO ODORS, OR TO FUMES. THE EXISTING BUILDING AND ITS CONTENTS SHALL BE

PROTECTED AGAINST ALL RISKS.

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

SHEET LIST TABLE

SHEET TITLE SHEET NUMBER

GENERAL

COVER SHEET G000

INDEX & NOTES G001

FACILITY LAYOUT G002

SITE SURVEY, REFERENCE ONLY

G003

DEMOLITION & REPAIR PLAN

REPAIR PLAN, PG 1 - 2

D001

REPAIR PLAN, PG 2 - 2

D002

ARCH - NEW WORK

NEW WORK, BASE BUILDING

A001

NEW WORK, TOWER CAB

A002

NEW WORK, EG BUILDING

A003

NEW WORK, WORK SHOP

A004

DETAILS, SHEET 1 OF 2

A005

DETAILS, SHEET 2 OF 3

A006

DETAILS SHEET 3 OF 3 A007

SITE SURVEY PHOTOS

SITE PHOTOS, PG 1 OF 3

R001

SITE PHOTOS, PG 2 OF 3

R002

SITE PHOTOS, PG 3 OF 3

R003

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N g i n d e x t e s d w g

INDEX & NOTES

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-G001 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

K. COFFEY

2021-03-06

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

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ISSUED BY

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8 1234567

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APPROVED

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g d e x t e s d w g

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RADIATOR

LOAD BANK

FUEL TANK

AC UNITS

SIDEWALK

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PERSONNEL GATE

SEE DWG BGR-D-ATCT-C103

X X X X X X X X

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MAIN

ENTRANCE

HAZMAT

BLD

HVAC

CHILLER

COND.

X

X

X

X

X

X

X

X

X

X

LINK

TOWER

E/G

BLDG

BASE

BUILDING

WORK SHOP

VISITOR'S

PARKING

NEW WORK - TOTAL WORK AREA

· LINK + BASEBULDING = 6,600 SF

· TOWER CAB = 617 SF

· E/G BUILDING = 422 SF

· WORK SHOP = 1700 SF

CONTRACTOR PROPOSED LAYDOWN AREA

SCALE:

G002

EXISTING FACILITY PLAN VIEW

1" = 20'

SCALE:

G002

TOWER WEST ELEVATION

1" = 10'

30'-11"

TOWER

AIRPORT OPERATION AREA

39'-0"

LINK

67'-2"

BASE BUILDING

G002

E/G SHELTER

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N g f a c i l i t y l a y o u t d w g

BASE BUILDING, LINK, AND CAB

WORK & LAYDOWN AREA

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-G002 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

K. COFFEY

2021-03-06

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

g a c i l i t y l a y o u t d w g

8 234567

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A022

RADAR STORAGE CLOSET

SUPERVISOR'S

OFFICE

SWITCHGEAR RADAR TECH OFFICE QATS OFFICE AUS OFFICESECRETARY'S OFFICE

FLUE

BOILER

ROOM

CONF./TRAINING

ROOM

TRACON

BREAK ROOM

STORAGE

CLOSET

AT MANAGER'S

OFFICE

RADAR

EQUIPMENT

ROOM

NAV/COMM

EQUIPMENT

ROOM

SMOKING

ROOM

VENDING

MACHINE

ROOM

CLOSET

WOMEN'S

ROOM

MEN'S ROOM

PPS OFFICE

66'-0 1/2"

84'-2"

ROOF DRAIN, (3"

ID)

CHIMNEY CAP

ROOF VENT

(~2" ID)

10" Ø BOILER BREACH,

W/ ANGLE SUPPORT

EXISTING

BOILER

OPENING

ABANDONED

HATCH

ROOF DRAIN, 3" ID

(2) ROOF DRAINS,

(~3" ID)

ROOF DRAIN,

(3" ID)

ROOF VENT,

(2" ID)

ROOF DRAINS,

(3" ID)

ROOF DRAINS, 3" ID

SCUPPERS,

(9) ON

BASEBUILDING,

TYP

SLOPE

1/2"/FT.

WALL COPING

METAL ROOFING, (EXCLUDED

FROM PROJECT)

99'-9 1/2"

CAGED LADDER

FRESH AIR INTAKE

ELEC.

DEVICES

MOUNTED ON

EXT. WALL

SLOPE

1/2"/FT.

SINGLE-PLY EPDM ROOFING ON

TAPERED RIGID INSULATION,

OVER METAL DECK

LINK-TOWER ROOF EXPANSION JOINT, GENERALLY

COMPOSED OF:

· EPDN FLASHING W/ SPLICING CEMENT

· CONTINUOUS METAL FLASHING

· ELASTOMERIC EJ ROOF SEAL

· SEALANT & BACKER ROD

COPING PANEL OVER EPDM FLASHING AND

FASTENED TO VERTICAL SUB-GIRTS,

COLOR IS DURANAR EXOTIC COATING

#UC52006 BRONZE,

(ALL AROUND)

SINGLE-PLY EPDM ROOFING ON

TAPERED RIGID INSULATION,

OVER METAL DECK

· 1" THICK ALUMINUM CLADDING PANELS

(HONEYCOMB ALUMIN CORE) OVER METAL

STUDS. SEALANT W/ BACKER ROD AT ALL

HORIZONTAL AND VERTICAL JOINTS

· ALL PANEL JOINTS 1/2 INCH WIDE BY 1 INCH

DEEP

14'-9 1/2"

9'-9 1/2"

A0281

R001

R001

R001

R001

R001

R001

R001

R001

ROOF FRAMING

BELOW

ROOF WALK-WAY PADS,

(30"X30X3/4")

REMOVE AND REPLACE

MEMBRANE ROOFING ON

TAPERED RIGID INSULATION

AIR TERMINALS

ANTENNA MOUNTS,

(12) PLACES

OBSTRUCTION LIGHT

ROOF DRAINS,

(2) PLACES

SLOPE TAPERED

RIGID INSULATION

TO DRAIN MIN 1/2"

PER FOOT

EXHAUST FAN

ROOF HATCH,

2'-6" X 3'-0"

SCUPPERS, 2 PLCS.,

SEE DETAIL 3/A005

29'-6 1/2"

16'-2"

METAL DECK

VAPOR RETARDER

4" INSULATION

ADHESIVE

FULLY ADHERED

MEMBRANE, (SARNAFIL)

FASTENER

& PLATE

5/8" GWB TYPE "X"

VAPOR BARRIER

INSULATION

1/2" RIDIG BD

SINGLE-PLY EPDM

METAL DECK

5/8" GWB TYPE "X"

VAPOR BARRIER

4" INSULATION

SINGLE-PLY EPDM

METAL DECK

SCALE:

G003

FACILITY PLAN VIEW

1/8" = 1'-0"

SCALE:

G003

CAB ROOF PLAN

1/4" = 1'-0"

R002

R002

R002

R002

R002

R003

R003

R003

R003

SCALE:

G003

BASE BUILDING - TYP. ROOF SECTION

3" = 1'-0"

SCALE:

G003

LINK - TYPICAL ROOF SECTION

3" = 1'-0"

SCALE:

G003

CAB - TYPICAL ROOF SECTION

3" = 1'-0"

NOTES:

1. THIS SHEET IS FOR REFERENCE ONLY. CONTRACTOR SHALL

VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO

BEGINNING WORK. DISCREPANCIES SHALL BE BROUGHT TO THE

PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR ON SITE

VERIFICATION OF ANY AND ALL WORK REQUIRED

2. ASBESTOS TESTING REPORT SHOWS NO ASBESTOS ON ANY OF

THE WORK AREAS. TESTING REPORT ATTACHED TO PROJECT

SPECIFICATIONS.

3. SEE SHEETS R001 THRU R003 FOR SITE SURVEY PHOTOS

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

g s t u r v e y r e f e r e n l y d w g

8 234567

H

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IS

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ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N g r v e y r e f e r e n l y d w g

BASE BUILDING, LINK, AND CAB

SITE SURVEY RESULTS - REFERENCE ONLY

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-G003 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

K. COFFEY

2021-03-06

TOWER

[5.0] FULL-DEPTH ROOF

REPAIR, NOTE 2

[3.0] - DEMO HATCH,

RESTORE ROOF SYSTEM

[9.0] INSTALL BRACES TO SUPPORT

EXISTING BOILER PIPE

[1.0] DEMO CHIMNEY CAP,

RESTORE ROOF SYSTEM

[4.0] REMOVE EXISTING

COPING SYSTEM, REPLACE

NEW

[6.0] FULL-DEPTH ROOF

REPAIR, NOTE 2

[7.0] REMOVE TOWER

FLASHING, REPLACE NEW

[2.0] - DEMO HATCH

INSTALL NEW ROOF SYSTEM,

INSTALL BOILER PIPE SUPPORT

[22.0] GENERAL WORK: OVERLAY WITH PVC MEMBRANE, FULLY

ADHERED, OVER RIGID BOARD AND INSULATION. CONTRACTOR

WILL BE REQUIRED TO PROVIDE TAPERING PLAN FOR APPROVAL.

29'-6 1/2"

16'-2"

[10.0] REMOVE PLYWOOD &

REPLACE WITH RIGID BOARD,

NOTE 2

[11.0] REMOVE & REPLACE

ALUMINUM PARAPET CAP,

NOTE 2

[23.0] GENERAL WORK: OVERLAY WITH PVC

MEMBRANE OVER RIGID BOARD AND TAPERED

INSULATION, NOTE 3

[12.0] RE-ATTACH LOOSE

INTERIOR ROOF INSULATION

[8.0]REPLACE EXISTING

DOWNSPOUTS

[4.0] REMOVE EXISTING

COPING SYSTEM, REPLACE

NEW

[ITEM 20] REPLACE

WATER DAMAGE

CEILING TILES

SCALE:

D001

FACILITY PLAN VIEW

1/8" = 1'-0"

SCALE:

D001

CAB - PLAN VIEW

1/4" = 1'-0"

SCALE:

D001

SOUTH ELEVATION

1/8" = 1'-0"

NOTES:

1. ESTIMATED QUANTITIES GATHERED DURING SITE SURVEY. CONTRACTOR SHALL VERIFY EXISTING

DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO BEGINNING WORK. DISCREPANCIES SHALL BE

BROUGHT TO THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR ON SITE VERIFICATION OF

ANY AND ALL WORK REQUIRED.

2. ITEMS TO BE COMPLETELY REMOVED & REPLACED. PROVIDE DEMOLISHING PLAN IN ACCORDANCE

WITH PROJECT SPECS AND SAFETY PLAN. SUBMIT TO COR FOR APPROVAL.

3. CAB ROOF DEMOLSHING SHALL NOT OCCUR BETWEEN LABOR DAY AND SEPTEMBER 1.

SCALE:

D001

LINK INTERIOR REPAIRS

1/4" = 1'-0"

[ITEM 14] REPAIR DAMAGED

INTERIOR WALL

[ITEM 21] REPLACE

WATER DAMAGE

INSULATION

[ITEM 19] REPAIR DRY-WALL

AS DETERMINED BY COR,

ASSUME 20%

R004

R004

R004

R004

R002

R002

R002

R002

R001

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

d r p a i r p l a n p g d w g

8 234567

H

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IS

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F

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1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N d p a i r p l a n p d w g

PG 1 - 2

REPAIR PLAN

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-D001 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

[25.0] GENERAL WORK: REMOVE EXISTING ROOF

SYSTEM AND INSTALL NEW PVC ROOFING

SYSTEM. PRIME EXISTING DECKING AS SHOWN

IN SHEET A004

[18] REMOVE & REPLACE COPING

[24] GENERAL WORK: OVERLAY WITH PVC

MEMBRANE OVER RIGID BOARD, TAPERED

INSULATION AS REQUIRED. RESTORE EXISTING

LIGHTING PROTECTION SYSTEM

[15] REMOVE AND REPLACE COPING

[16] RESET (4) AIR TERMINALS

[17] RE-ATTACH EQUALIZING RING

PARAPET COPING. EXOTHERMIC WELD

TO (2) DOWN-CONDUCTIOS AND AIR

TERMINAL

SCALE:

D002

EG BUILDING ROOF

1/4" = 1'-0"

SCALE:

D002

WORK SHOP ROOF

1/4" = 1'-0"

ITEM REPAIR LIST

ITEM

NUM

LOCATION DESCRIPTION

PROPOSED

REPAIR PLAN

QTY. NOTES

1.0 BASE BUILDING CHIMNEY CAP DEMO STRUCTURE & RESTORE ROOF 41.4"W X 38"L PHOTO 11/R002

2.0 BASE BUILDING BOILER OPENING

DEMO METAL CAP & RESTORE ROOF

SYSTEM, INSTALL METAL BRACING

38"W X 38"L PHOTO 10/R002

3.0 BASE BULDING ROOF HATCH DEMO & RESTORE ROOF SYSTEM 21"W X 28"L

4.0 BASE BUILDING METAL COPING

DEMO COPING & INSTALL NEW FASCIA

SYSTEM (METAL-ERA OR A.E)

319'-2" LF

5.0 BASE BUILDNG ROOF SECTION

FULL-DEPTH ROOF REPAIR. REMOVE &

REPLACE WATER-DAMAGED ROOFING

SYSTEM. RESTORE NEW.

440 SF

6.0 BASE BUILDING/LINK ROOF SECTION

FULL-DEPTH ROOF REPAIR. REMOVE &

REPLACE WATER-DAMAGED ROOFING

SYSTEM. RESTORE NEW.

33 SF

7.0 BASE BUIDLING/LINK TOWER AND LINK FLASHING

REPLACE TOWER FLASHING & INSTALL

NEW EXPANSION JOINT

22 LF PHOTO 13/R002

8.0 BASE BUIDLING DOWNSPOUTS REMOVE AND REPLACE NEW

(10) X 14'-2" EA

9.0 BASE BUILDING CHIMNEY PIPE INSTALL NEW METAL BRACES N/A PHOTO 10/R002

10.0 CAB ROOF PARAPET WALL

REPLACE PLYWOOD BOARD W/ RIGID

BOARD

228 SF

11.0 CAB ROOF PARAPET CAP REMOVE AND REPLACE NEW 91 LF

12.0 CAB LEVEL CEILING INSULATION BOARD INSPECT AND SECURE N/A SEE SHEET A002

13.0

CAB, JUNCT. LEVEL

STORM LOUVER REMOVE AND REPLACE NEW 1 EA

NOT SHOWN IN DEMO/REPAIR

SHEETS. SEE SHEET A002

N/A - - - - -

15.0 E/G BUILDING COPING REMOVE & REPLACE NEW 84 LF

16.0 E/G BUILDING AIR TERMINAL

RESTORE AIR TERMINALS, TO INCLUDE

NEW COPPER BASES, ADHERED TO

PARAPET WALL

4 EA

17.0 E/G BUILGING ROOF EQUALIZING RING

RESTORE, RE-USE EXISTING

84 LF

18.0 WORK SHOP ROOFING SYSTEM

REMOVE EXISTING ROOF AND COPING

SYSTEM. INSTALL FULLY ADHERED PVC

SYSTEM TO CONCRETE DECKING. INSTALL

NEW COPING SYSTEM

1650 SF

ROOF SUBSTRATE IS

CONCRETE DECKING

19.0

LINK, INTERIOR

WALLS

REPAIR DAMAGED DRYWALL AND

REPLACE NEW. PAINT TO MATCH

180 SF

THIS ASSUMES 20% OF

EXISTING WALL

20.0

LINK, INTERIOR

CEILING TILES

REPLACE NEW, MATCH EXISTING DIMM. &

COLOR

100 SF

21.0

LINK, INTERIOR

INTERIOR DROP CEILING

INSULATION. REPLACE

WATER-DAMAGE INSULATION

REPLACE NEW 100 SF SEE PHOTO 3/R004

NEW INSTALLATION

ITEM

NUM.

LOCATION INSTALLATION TYPE DESCRIPTION QTY. NOTES

22.0 BASE BUILDING & LINK PVC ROOF SYSTEM

OVERLAY, MECHANICALLY ATTACHED TO

EXISTING ROOF. PVC MEMBRANE FULLY

ADHERED OVER INSULATION AND RIGID

BOARD

6600 SF

23.0 TOWER CAB PVC ROOF SYSTEM

OVERLAY, MECHANICALLY ATTACHED TO

EXISTING ROOF. PVC MEMBRANE FULLY

ADHERED OVER INSULATION AND RIGID

BOARD

617 SF

24.0 E/G BUILDING PVC ROOF SYSTEM

OVERLAY, MECHANICALLY ATTACHED TO

EXISTING ROOF. PVC MEMBRANE FULLY

ADHERED OVER INSULATION AND RIGID

BOARD

422 SF

25.0 WORK SHOP PVC ROOF SYSTEM FULLY ADRED TO CONCRETE DECKING 1700 SF

26.0 BASE BUIDLING

SAFETY RAILING SYSTEM, W/

POSTS

ATTACHED TO METAL DECKING 8 LF SEE A002

27.0 BASE BUILDING FALL PROTECTION DEVICE ATTACHED TO METAL DECKING 1 EA

SEE A002 FOR APPROXIMATE

LOCATION, COORDINATE WITH

COR

NOTES:

1. ESTIMATED QUANTITIES GATHERED DURING INITAL SITE SURVEY. CONTRACTOR SHALL VERIFY

EXISTING DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO BEGINNING WORK.

DISCREPANCIES SHALL BE BROUGHT TO THE PROJECT ENGINEER. CONTRACTOR IS

RESPONSIBLE FOR ON SITE VERIFICATION OF ANY AND ALL WORK REQUIRED.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

d p a i r p l a n p d w g

8 234567

H

G

F

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D

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A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N d p a i r p l a n p d w g

PG 2 - 2

REPAIR PLAN (CONT.)

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-D002 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

84'-2"

66'-0"

9'-9"

14'-10"

LINK

ATCT

INSTALL METAL BRACING

INSTALL PVC

WALKWAY TRED

INSTALL NEW ROOF

DRAINS. 9 (TYP.)

INSTALL ROOF POST,

(FALL PROTECTION DEVICE)

INSTALL RAILING

TOWER

99'-10"

99'-10"

106'-3"

SCALE:

A001

FACILITY PLAN VIEW

1/8" = 1'-0"

SCALE:

A001

EAST ELEVATION

3/32" = 1'-0"

SCALE:

A001

NORTH ELEVATION

3/32" = 1'-0"

SCALE:

A001

SOUTH ELEVATION

3/32" = 1'-0"

SCALE:

A001

WEST ELEVATION

3/32" = 1'-0"

A001

A001

A001

A001

A005

A005

A005

A005

A005

A005

INSTALL FASCIA SYSTEM,

NOTE 2.

A005

TYP.

TYP.

TYP.

TYP.

A005

TYP.

NOTES:

1. CONTRACTOR TO SUBMIT ROOF TAPERING PLAN FOR REVIW

AND APPROVAL. MAINTAIN A MINIMUM OF 1/4" SLOPE ALL

AROUND

2. SUBMIT FASCIA COLOR, (EXISTING COLOR IS PPG BRONZE,

#UC109850. METAL-ERA EQUIVALENT IS MIDNIGHT, EXTRA

DARK, BRONZE).

3. INSTALL FALL PROTECTION DEVICE, GUARDIAN PROTECTION,

PART NO.: CB-18 OR A.E.

38'-11"

LINK

15'-2"

LINK

A005

A005

A005

A005

A005

A005

A005

A005

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

a w r k b a b i l d i n g d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N a r k b a b i l d i n g d w g

ROOF OVERLAY

NEW WORK - BASE BUILDING

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-A001 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

OVERLAY W/ PVC ROOFING

MEMBRANE, OVER RIGID BOARD

& INSULATION AS REQUIRED

SLOPE

TAPERED, TO

MATCH 1/2"

PER FOOT

29'-6 1/2"

27'-4"

RESTORE

WALKPADS

1/2"SLOPE,

MIN.

1/2"SLOPE,

MIN.

PVC MENBRANE WRAPPED

AROUND PARAPET CAP

29'-0 1/2"

LIMITS OF WORK

REMOVE & REPLACE

PARAPET METAL CAP,

ALL AROUND.

NEW 60 MIL PVC MEMBRANE

NEW 1/2" RIGID/DENSE BOARD

ON ROOF DECK AND UP

PARAPET WALL

SECURE EXISTING ROOF

DECK INSULATION, (NOTE 3)

DROP CEILING

METAL COVER PLATE

ADJUST METAL RAILING,

(NOTE 1)

NOTE: INTENT OF THE WORK IS TO

REPLACE ALL PAPARET PLYWOOD

BOARDS, & THEN OVERLAY WITH NEW

PVC SYSTEM.

J

J

J

J

SCALE:

A002

CAB ROOF PLAN

1/4" = 1'-0"

SCALE:

A002

CAB - EAST VIEW

1/4" = 1'-0"

A006

AT SCUPPER

A005

(2) PLCS

A006

A006

A006

SCALE:

A002

TOWER - JUNCTION LEVEL

1/4" = 1'-0"

A002

NEW 36x36 STORMPROOF

LOUVER W/ BUG SCREEN,

(NOTE 4)

1. REMOVE AND RESET HANDRAIL AS REQUIRED.

1.1. SEE IMAGE 1 ON SHEET R003 FOR HANDRAIL PHOTOS.

1.2. MAINTAIN A MININUM HANDRAIL HEIGHT OF 42".

2. ROOF ANTENNAS ARE ACTIVE. THE CONTRACTOR SHALL COORDINATE

EQUIPMENT OUTAGES WITH COR PRIOR TO ANY WORK BEING

PERFORMED. PROVIDE (5) DAYS NOTICE.

3. THE CONTRACTOR SHALL INSPECT AND SECURE THE THE INTERIOR

CEILING INSULATION.

4. 36x36 STORMPROOF LOUVER W/ BUG SCREEN. ADJUSTABLE COUNTER

BALANCED SPRING LOW LEAK INSULATED BACKDRAFT DAMPER & 36X36

EG

NOTES

A006

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

a r k t o w e r c a b d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N a r k t o w e r c a b d w g

ROOF OVERLAY

NEW WORK - TOWER CAB

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-A002 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

K. COFFEY

2021-03-06

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text P

AutoCAD SHX Text

VD

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

VD

FD

RE-ATTACH

EQUALIZING RING

COPPER CABLE HOLDER,

ADHERED, 3 FT. MAX O.C.

RE-ATTACH

AIR TERMINALS, (4) TYP

RE-USE

EXISTING

COPING

OVERLAY WITH 60 MIL PVC ROOFING

MEMBRANE, OVER 1/2" RIGID BOARD,

APPR. 400 SF

1/2" SLOPE

NEW ROOF DRAIN

COVERS

18'-4"

INSTALL EXISTING AIR

TERMINALS ON TOP OF

PARAPET WALL, (4) TYP.

RESTORE EXISTING.

DOWN CONDUCTOR

INSTALL NEW ROOF

COPING,

18'-8"

RE-ATTACH

EXISTING.

DOWN

CONDUCTOR

RE-USE ROOF

COPING

24'-0"

INSTALL EXISTING AIR

TERMINALS ON TOP OF

PARAPET WALL, (4) TYP.

18'-8"

OVERLAY WITH 60 MILL PVC

MEMBRANE, FULLY ADHERED TO

COVER BOARD

PROVIDE & INSTALL NEW DRAIN

COVERS

R003

SCALE:

A003

EG BUILDING ROOF

1/2" = 1'-0"

SCALE:

A003

EG - SOUTH ELEVATION

1/4" = 1'-0"

SCALE:

A003

EG - EAST ELEVATION

1/4" = 1'-0"

A003

A003

SCALE:

A003

EG - CROSS SECTION

1/4" = 1'-0"

A003

A007

NOTES:

1. INSTALL AIR TERMINALS ON TOP OF PARAPET WALL, NO MORE THAN 12" FROM THE ROOF

EDGE. SECURE WITH APPROVED EPOXY. SURFACE SHOULD BE MECHANICALLY SCUFFED

DIRECTLY BELOW TERMINAL BASE BEFORE APPLICATION OF EPOXY TO ENSURE PROPER

ADHESION.

2. INSTALL ROOF PERIMETER CABLE WITHIN 12" OF THE ROOF EDGE. SECURE CABLE WITH

CABLE HOLDERS EVERY 36", MAXIMUM.

3. MINIMUM BEND RADIUS ON CONDUCTORS SHALL BE 8 INCHES. PROVIDE SWEEPS IN DOWN

CONDUCTORS TO PREVENT SHARP BENDS.

4. SEAL ALL PENETRATIONS THROUGH THE SHELTER WALL WITH SILICONE SEALANT, I.E. BOLTS, SCREWS, CONDUIT, UNISTRUT, ETC, TO PREVENT WATER INTRUSION.

5. ALL CABLES CONNECTIONS SHALL BE EXOTHERMICALLY WELDED.

6. BOND METAL ROOF DRAIN TO ROOF PERIMETER CABLE. ALL METAL COMPONENTS WITHIN 6

FT. OF A DOWN CONDUCTOR SHALL BE CONNECTED TO THE DOWN CONDUCTOR AS WELL.

7. PROTECT SHELTER ROOF SURFACE FROM DAMAGE FROM EXOTHERMIC WELDING.

MECHANICALLY CLAMP EQUALIZING HALO RING FOR FITTING, THEN EXOTHERMICALLY WELD

ON THE GROUND OFF THE SHELTER SURFACE.

SCALE:

A003

AIR TERMINAL CONNECTION

NTS

SCALE:

A003

DOWN-CONDUCTOR

NTS

A003

24" SOLID COPPER

AIR TERMINAL

EXOTHERMIC

WELD

RE-ATTACH EXISTING

DOWN CONDUCTORS,

(2) TYP.

COPPER ADHESIVE

CABLE HOLDER

NEW COPPER BASE,

ADHERED TO

PARAPET COPING

AIR TERMINAL ON

VERTICAL BASE

EXOTHERMIC

WELD

INSTALL EXISTING

HALO RING

NEW COPPER BASE,

ADHERED TO

PARAPET COPING

INSTALL

EXISTING DOWN

CONDUCTORS

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

a r k e g b u i l d i n g d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N a r k e g b u i l d i n g d w g

OVERLAY ROOF

NEW WORK - EG BUILDING

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-A003 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

K. COFFEY

2021-03-06

AutoCAD SHX Text

T.O.WALL EL. 14'-2"

FIN. FLOOR EL. 0'-0"

53'-10 1/2"

S

L O

P E

M I N

I M

U M

S

L O

P E

M I N

I M

U M

SCALE:

A004

WORK SHOP ROOF

1/4" = 1'-0"

SCALE:

A004

WORK SHOP SOUTH ELEVATION

1/4" = 1'-0"

NOTES:

1. DEMOLISH EXISTING ROOF AND INSTALL NEW FULLY ADHERED

PVC SYSTEM.

2. GENERAL WORK SHALL CONSIST OF:

2.1. PRIME WITH VAPOR BARRIER PRIMER (VAPOR RETARDER

PRIMER VC)

2.2. INSTALL SELF-ADHERED 31 MIL VAPOR BARRIER

2.3. ADHERE HIGH DENSITY POLYSOCYANUARATE COVER

BOARD WITH INSULATION BOARD ADHESIVE

2.4. ADHERE 60 MIL PVC ROOF MEMBRANE WITH

MANUFACTURERR'S RECOMMENDED ADHESIVE.

2.5. INSTALL METAL-ERA, OR APPROVE EQUAL, TYPE EDGE.

A007

A007

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

a r k w o r k s h o p d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N a r k w o r k s h o p d w g

NEW PVC ROOF

NEW WORK - WORK SHOP

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-A004 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

STAINLESS STEEL FASTENER

WITH HOLD-DOWN PLATE

RIGID BOARD & INSULATION

MECHANICALLY FASTENED TO

EXISTING ROOFING SYSTEM,

TAPERED AS REQUIRED

COLD-ROLLED

SUB-GIRT, SHOP

ATTACHED TO COPING

PANEL, EXTENDED 1'-6"

PAST JT.

HIGH-WIND FASCIA

SYSTEM,

MECHANICALLY

FASTENED TO STEEL

GIRT AND WOOD

BLOCKING, NOTE 2.

FULLY ADHERED PVC

ROOF MENBRANE

HOT-AIR WELD, TYP.

NEW PERMITER

FLASHING

WOOD BLOCKING AS REQUIRED,

SECURE TO EXISTING WOOD

BLOCKING, TYP

EXTEND MENBRANE

OVER WALL AND

SECURE WIT THE

CLEAT, NOTE 3

SEAL ALL BUILDING

JOINTS

EXISTING SINGLE-PLY EPDM ROOFING

SYSTEM

· 1/2" PROTECTION BOARD

· TAPERED INSULATION

· RIGID INSULATION

· VAPOR BARRIER

· METAL DECK

FRICTION FIT BATT

INSULATION,

REPLACE ANY

DAMAGED

INSULATION

FLASHING STRIP, HOT-AIR

WELDED B.S.

S L O

P E

T O

R O

O

F

D

R A I N

SINGLE-PLY ROOFING OVER

INSULATED METAL DECK

FOAM ROAD TUBING

(COMPATIBLE)

PVC MEMBRANE

1/2" DECKING OVER

TAPERED INSULATION

1/4" SLOPE MIN.

LINK BASE BUILDING

SPECIFIED

FASTENER &

DISC

1/2" BOARD & TAPERED

INSULATION , MECHANICALLY

FASTENED (TYP.)

NEW PVC MEMBRANE,

FULLY ADHERED

EXISTING SINGLE-PLY

ROOFING MEMBRANE

OVER INSULATED

METAL DECK

HIGH-WIND FASCIA

SYSTEM,

MECHANICALLY

FASTENED TO STEEL

GIRT AND WOOD

BLOCKING, NOTE 2.

INSTALL NEW WOOD

BLOCKING, AS

REQUIRED

1/4

S

LO

P E M

IN

EXTEND MENBRANE

OVER WALL AND

SECURE WIT THE

CLEAT, NOTE 3

SEAL OF BUILDING

JOINTS

ALUMINUM WALL

PANELS, TYP.

PVC FLASHING, WELDED

1/2" RIGID BOARD OVER

TAPERED INSULATION AS

REQUIRED, PITCH ROOF TO

ROOF DRAINS

HOT-AIR WELD

PVC FLASHING

SPECIFIED SECUREMENT

MEMBRANE ADHERED TO CLEAN &

DRY SUBSTRATE

BUTYL TAPE OR SIKA A1 SEALANT

SEALANT TO CLEAN SURFACE

NEW TERMINATION BAR

FASTENED WITH APPROVED

FASTENER, 8" O.C.

PVC ROOFING

SEAL & SECURE @ 12" O.C.

SECURE ROOF MENBRANE TO

TOWER WALL @ 12" O.C.

FASTENED 12" O.C.

PROVIDE FOAM TUBE

FOR 2" EXP. JOINT.

NOTE:

1. REMOVE AND REPLACE EXISTING

FLASHING AND TERMINATION BAR

ALONG LOWER JOINT

2. SEAL ALL JOINT AND MAKE WATER

TIGHT

3. REMOVE AND REPLACE DAMAGED

BATTING JOIN INSULATION

1/4" SLOPE MIN.

REMOVE EXISTING FLASHING

SYSTEM, AND DAMAGED

INSULATION, IF ANY. CLEAN AND

INSTALL FLASHING SYTEM PER

MANUF. INSTRUCTIONS

INSTALL NEW PVC FULLY

ADHERED MEMBRANE ROOFING

OVER 1/2" RIGID BOARD, TAPERED

AT ALL ROOF DRAINS

ROOF DRAIN CAP, TYP

CLAMPING RING, TYP

NEW PVC ROOF MEMBRANE,

FULLY ADHERED

NEW TAPERED RIGID BOARD & INSULATION

LAYED N TOP OF EXISTING ROOF

EXISTING ROOFING

SYSTEM

COPING DETAIL

SCALE: XXX

COPING DETAIL

SCALE: XXX

COPING DETAIL

SCALE: XXX

ADHERED ROOF MENBRANE,

OVER 1/2" RIGID ROOF

BOARD AND INSULATION,

MECH. FASTENED

FULL ROOF

REPAIR REQ.

NEW COPING, TYP

A005

TYP.

EXISTING ROOFING SYSTEM SHOWN,

DETAILS ON SHEET C002

NEW PVC ROOFING MEMRANE,

FULLY ADHERED

HOT-AIR WELD

INSULATION FASTENED OVER EXISTING

ROOF, TAPERED AS REQUIRED.

MAINTAIN 1/4" SLOPE DRAIN

COVER BOARD

ROLLED ADHESIVE

(SARNACOL OR A.E.)

REMOVE AND REPLACE

INSULATION. RESTORE

ROOF SLOPE WITH 1/2"

RIGID BOARD. MATCH

SLOPE

RESTORE AL BACKING

PLATE, CONT. @ JOINT

NEW PVC MEMBRANE

HOT-AIR WELD

NEW PVC FLASHING

PVC METAL EDGE PIECE AT

SCUPPER, FASTENED W/ GALV.

ANNULAR RING NAILS

NEW DOWNSPOUT

(10) PLACES, INSTALL PER

MANUF. RECOMMENDATIONS

RIGID BOARD & INSULATION

MECHANICALLY FASTENED TO

EXISTING ROOFING SYSTEM,

TAPERED AS REQUIRED

1/4" SLOPE,

MIN

VENT

PENETRATION

PVC MEMBRANE

CAP

ALUMINUM TAPE

PVC FLASHING

MEMBRANE

SPECIFIEC

FASTENER & DISC

PVC BASE FLASHING,

HOT-AIR WELDED

1/2" RIGID BOARD OVER

TAPERED INSULATION AS

NEEDED. MAINTAIN 1/4"

SLOPE AWAY FROM PIPE

PENETRATION

M

I N

INSULATED

PIPE BREACH

SARNAFIL SEALANT OR

APPROVED EQUAL

SS TEEL HOSE CLAMP

ALUMINUM TAPE

PVC FLASHING

MEMBRANE

MANUF. FASTERNER

AND DISC.

BASE FLASHING, HOT

WELDED, ALL AROUND

PVC MENBRANE, FULLY

ADHERED

1/2" BOARD OVER TAPERED

INSULATION, MECHANICALLY

FASTENED

SCALE:

A005

LINK FASCIA DETAIL - TYP.

3" = 1'-0"

SCALE:

A005

LINK & BASE BUILDING EXP JT.

1 1/2" = 1'-0"

SCALE:

A005

BASE BUILDING ROOF FASCIA

1 1/2" = 1'-0"

SCALE:

A005

LINK - ROOF COUNTER FLASHING

3" = 1'-0"

SCALE:

A005

LINK - ROOF DRAIN & OVERFLOW DRAIN

1 1/2" = 1'-0"

SCALE:

A005

LINK - CANOPY CROSS SECTION

3/8" = 1'-0"

SCALE:

A005

DETAIL - ADHERED SYSTEM

3" = 1'-0"

A005

TYP.

SCALE:

A005

LINK - FULL ROOF REPAIR

3" = 1'-0"

SCALE:

A005

COPING AT DOWNSPOUT

3" = 1'-0"

A005

NOTES:

1. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE

WALL AND ROOF JOINTS. FLASHING SHALL BE INSTALLED AT WALL, ROOF INTERSECTIONS, AT

GUTTER, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF

OPENINGS.

2. METAL-ERA MODEL ANCHOR-TITE EXTENDED CANTED FASCIA SHOWN. PROVIDE AND INSTALL

SIMILAR OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS.

3. CONTRACTOR TO ENSURE BUILDING ROOF ENVELOPE IS WATERTIGHT AND FREE OF WATER

INTRUSION.

SCALE:

A005

BASE BUILDING - VENT

3" = 1'-0" SCALE:

A005

BASEBUILDING - BOILER BREACH

3" = 1'-0"

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

a t a i l s s h e e d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N a t a i l s s h e e d w g

BASE BUILDING & LINK

DETAILS, SHEET 1 OF 2

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-A005 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

K. COFFEY

2021-03-06

AutoCAD SHX Text

STRUCTURAL DECK

AutoCAD SHX Text

INSULATION

AutoCAD SHX Text

EXISTING ROOFING SYSTEM

AutoCAD SHX Text

STRUCTURAL DECK

NOTES: 1) SARNAFIL MEMBRANE SHALL NOT BE IN CONTACT WITH SURFACES HAVING SUSTAINED TEMPERATURES ABOVE 160°F.2) VAPOR RETARDER SHALL BE SEALED AT EDGES.

3'

NEW PVC MEMBRANE

OVER 1/2" RIGID BOARD

& INSULATION

TERMINATION BAR FASTENED WITH

SS-GROMMETED FASTENER. APPLY

SEALANT ALL AROUND

1/2" RIGID BOARD & TAPERED

INSULATION, (1/2" SLOPE

MIN.), MECHANICALLY

FASTENED

NEW PVC MEMBRANE,

FULLY ADHERED

HOT-AIR WELD

PVC FLASHING, ALL AROUND

SPECIFIED MFR.

SECUREMENT

PAINT EXTERIOR METAL HATCH

DOOR WITH APPROVED PAINT

CAP ON ANTENNA MOUNT,

2-1/2" I.D. THREADED

TWO THREADED NUTS AND WASHER

TOP/BOTTOM

SEALANT

BRASS COVER PLATE 1/4" THICK.

SURFACE MOUNT TO COVER OPENING

IN STEEL TUBE PROVIDED FOR WIRE

PULLING. SIZE OPENING IS 10"X4".

COVER LAPS OPENING 1 INCH.

DRILLED AND TAP STEEL TUBE,

SECURE COVER WITH 1/4" BOLT, AND

BEVELLED GASKETED WASHERS.

CAP COVER - PVC COATED CLAD

METAL, 1/16" THICK, SECURE TO

STEEL TUBE WITH 1/4" SELF

TAPPING SS WITH NEOPRENE

WASHER AT 2'-0" O.C.

ALUMINUM CAP, SECURE TO TUBE W/ 1/4"

PVC MEMNBRANE, WRAPPED AROUND

PARAPET CAP

SS FASTENERS & NEOPRENE WASHER AT 2"

O.C STAGGERED

TERMINATION BAR, 3X4X1/4"

CONTINOUS, SECCURE WITH 1/4"

SELF-TAPPING SS, AND NEOPRENE

WASHERS AT 2'-0" O.C.

PVC MEMBRANE, (SECURED BY

TERMINATION BAR)

1/2" RIGID BOARD

PVC MEMBRANE

WRAPPED AROUND

PARAPET CAP

1/2" RIGID BOARD W/ TAPERED

INSULATION AS REQUIRED

NEW PVC MEMBRANE,

FULLY ADHERED

HOT-AIR WELD

PVC FLASHING, FULLY

ADHERED, UP PARAPET WALL

FASTANED TO ACCEPTABLE

SUBSTRATE

1/2" RIGID BOARD

PVC FLASHING

1/2" RIGID BOARD W/

INSULATION AS REQUIRED

M

I N

PVC COATED CLAD

METAL SLEEVE, FULLY

ADHERED

1/2" RIDGID BOARD, (REPLACES OLD)

PVC MEMBRANE, (SECURED

BY TERMINATION BAR)

FASTENER TO

ACCEPTABLE

SUBSTRATE

SLOPE

PVC FLASHING

WALL BRACKET 6" FROM EACH END

RAIL, INTERMEDIATE BRACKETS

ALIGNED WITH WELL RAIL BALUSTERS

SEALANT AND BACKER ROD, ALL

AROUND

ALUMINUM STORMPROOF LOUVER,

4" WIDE. FINISHED TO MATCH IMP

FOR PORTIONS OF LOUVER LEFT

UNUSED BY MECHANICAL DELETED

INSECT SCREEN. USED INSULATED

CLOSURE PANEL COMPOSED OF 2 INCH

RIGID INSULATION BETWEEN SHEET

METAL

WALL BRACKET 6" FROM EACH END

RAIL, INTERMEDIATE BRACKETS

ALIGNED WITH WELL RAIL BALUSTERS

SEALANT AND BACKER ROD, ALL

AROUND

ALUMINUM STORMPROOF LOUVER,

4" WIDE. FINISHED TO MATCH IMP

7/8" FURRING CHANNELRS

SEAL

3'-0"

4"

SCALE:

A006

CAB - ROOF HATCH LADDER

3/4" = 1'-0"

SCALE:

A006

CAB - ROOF HATCH

3" = 1'-0"

SCALE:

A006

CAB - PARAPET CAP

3" = 1'-0"

SCALE:

A006

CAB - PARAPET BASE (TYP.)

3" = 1'-0"

SCALE:

A006

CAB - SCUPPER

3" = 1'-0"

A006

SCALE:

A006

JUNCTION LEVEL - LOUVER HEAD

1 1/2" = 1'-0"

SCALE:

A006

JUNCTION LEVEL - LOUVER HEAD - SILL

1 1/2" = 1'-0"

SCALE:

A006

STORMPROOF LOUVER (REPLACEMENT)

1 1/2" = 1'-0"

A006

A006

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

a t a i l s s h e e d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N a t a i l s s h e e d w g

TOWER

DETAILS, SHEET 2 OF 3

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-A006 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

~8'-4"

1-1/2"X1-1/2"X3/16"

SS BRACE

MECHANICALLY FASTENED

TO METAL DECK

BUILDING METAL DECK

BOILER ROOM DROP

HARD-CEILING

BRACE SUPPORT ASSEMBLY,

(2) 4X8X3/16" PLATES W/

3/16" FILLET WELD TO 4"

PIPE, TOP & BOTTOM

M

I N

MASONRY BLOCKS

VAPOR BARRIER

VAPOR BARRIER PRIMER

FLASHING STRIP, HOT-AIR WELDED

INSULATION, ADHERED, R-38 MIN.

1/2" COVER BOARD

CONTINUOUS CLEAT

FASTENED 12" O.C.

EDGE METAL W/

SPILL-OUT SCUPPERS

MULTIP-PURPOSE TAPE

CONCRETE

DECKING

60 MILL PVC MEMBRANE

METAL SIDING

TERMINATION BAR,

SS-GROMMETED

FASTENED 8" OC

PVC FLASHING STRIP,

HEAD WELDED

ADHERED INSULATION

BOARD (R-30)

ADHERED COVER

BOARD

PRIME CONCRETE DECK WITH

VAPOR BARRIER PRIMER

SECURE WOOD BLOCKING. TO

MATH INSULATION

PVC MEMBRANE

BOILER BREACH

CONCRETE DECKING

MULTI-PURPOSE TAPE

SEAL ALL AROUND

FLASHING, WRAPPED AROUND

PARAPET, SECURELY FASTENED

SS-GROMMETTED FASTENER, 12" O.C.

HEAT-WELDED

1/2" RIGID BOARD

NEW COPING & METAL STRIP HOOK

FASTENED PVC MEMBRANE

TO BASE OF PARAPET

WOOD BLOCKING AS REQUIRED.

SCALE:

A007

BOILER PIPES_PLAN

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

A007

BOILER PIPE - PROFILE

3/8" = 1'-0"

NOTE:

1. CONTRACTOR SHALL VERIFY FIELD

DIMENSION PRIOR TO FABRICATION &

INSTALLATION

4X8X3/16" PL, (TYP.)

1-1/2X1-1/2X3/16 TAB

(TYP.)

R

A005

A007

SCALE:

A007

WORK SHOP - FASCIA

3" = 1'-0"

SCALE:

A007

WORK-SHOP - BOILER

3" = 1'-0"

SCALE:

A007

EG BLDG CROSS SECTION

3" = 1'-0"

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

a t a i l h e e d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N a t a i l e e d w g

DETAILS SHEET 3 OF 3

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-A007 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

SCALE:

R001

ABOVE BASE BUILDING - LOOKING SOUTH

NTS

SCALE:

R001

ABOVE BASE BUILDING - LOOKING SOUTHWEST

NTS

SCALE:

R001

ABOVE BASE BUILDING - LOOKING NORTHEAST

NTS

SCALE:

R001

ABOVE LINK - LOOKING NORTH

NTS

SCALE:

R001

LINK VIEW

NTS

SCALE:

R001

BASE BUILDING NORTH SIDE

NTS

SCALE:

R001

BASE BUILDING SOUTH SIDE

NTS

SCALE:

R001

BASE BUILDING COPPING TIP

NTS

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

r p o t o s d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N r o t o s d w g

SITE SURVEY

SITE PHOTOS, PG 1 OF 3

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-R001 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

R002

ABOVE BOILER ROOM - NORTHWEST

NTS

SCALE:

R002

BOILER CAP & BREACH

NTS

SCALE:

R002

ABOVE BOILER ROOM - NORTHEST

NTS

SCALE:

R002

LINK & TOWER FLASHING

NTS

SCALE:

R002

GUTTER TYP

NTS

SCALE:

R002

DRAINS TYP

NTS

SCALE:

R002

LINK COPING TYP

NTS

SCALE:

R002

BASE BUILDING AIR VENT PIPE

NTS

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

r o t o s p g d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N r o t o s p g d w g

SITE SURVEY

SITE PHOTOS, PG 2 OF 3

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-R002 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

R003

CAB - PARAPET WALL & COPING

NTS

SCALE:

R003

CAB - ROOF HATCH

NTS

SCALE:

R003

CAB - ROOF TYPICAL FLASHING

NTS

SCALE:

R003

CAB - PARAPET MOUNTED EQUIPMENT

NTS

SCALE:

R003

EG BUILDING

SCALE:

R003

WORK SHOP

NTS

SCALE:

R003

CAB - REATTACH CEILING INSULATION (1)

SCALE:

R003

CAB - REATTACH CEILING INSULATION (2)

NTS

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

r o t o s p d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N r o t o s p d w g

SITE SURVEY

SITE PHOTOS, PG 3 OF 3

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-R003 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G

R004

CEILING INSULATION

NTS

SCALE:

R004

LINK - DAMAGED CEILING TILES

NTS

SCALE:

R004

LINK - INTERIOR WATER DAMAGE

NTS

SCALE:

R004

LINK - INTERIOR WATER DAMAGE

NTS

SCALE:

R004

LINK - WALL WATER DAMAGE

NTS

SCALE:

R004

LINK - INTERIOR DRYWALL DAMAGE

NTS

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P

M s a n t o s g e o v a n n i f a a

APPROVED

DATE

r o t o s p d w g

8 234567

H

G

F

E

D

C

A

B

IS

SU

ED

F

OR

E D

M

ME

1401830

PROJECT ENGINEER, AJW-2E11J

G. SANTOS

THIS DRAWING PRODUCED ON THE ANE REGION AUTOCAD SYSTEM

BANGOR INTERNATIONAL AIRPORT

s i g n b i d d i n g

EASTERN SERVICE AREAATO - TECHNICAL OPERATIONS

TERMINAL ENG.

AJW-2E11J

S N r o t o s p d w g

SITE PHOTOS, PG 4 OF 4

ROOF REHABILIATION PROJECT

BGR-TOWB

GS

GS

BGR-TOWB-1401830-R004 0

BANGOR

SB

PLATFORM MANAGER, AJW-2E11G