12a_P21776733DWGS.pdf

PDF 20 MB Posted Aug 18, 2026

Attached to: USCG Sector Field Office Southwest Harbor - Major Maintenance and Repair Galley and Housing
Solicitation number: 70Z0G126BSNNESW01
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Aug 18, 2026

This is a set of construction design drawings for a Major Maintenance and Repair (M&R) project at the U.S. Coast Guard Sector Field Office (SFO) Southwest Harbor in Southwest Harbor, Maine (Project No. 21776733). The project is issued for bid as of February 9, 2026.

The work includes one base bid item (BBI) and two optional bid items (OBIs). The base bid scope encompasses: replacement of windows with hurricane-rated units featuring extruded aluminum exterior cladding and wood interiors, including double-hung configuration, new mini-blinds, and new interior sills and trim; replacement of exterior doors with new hardware, frames, and thresholds; removal of existing EPDM roofing system and installation of a new fully TPO roofing system; and removal of existing gutters with installation of new heavy-duty box gutters and downspouts with concrete splash blocks at grade. OBI Alternate #1A requires removal of vinyl siding and replacement with new vinyl siding in-kind, while OBI Alternate #1B requires replacement with fiber-cement board siding and cellular composite PVC trim components. The building must remain occupied during construction. The project is designed by Oak Point Associates (Biddeford, Maine) and managed by the USCG Civil Engineering Unit Providence. The drawings include detailed site plans, floor plans, elevations, and construction details referencing applicable codes including the 2024 International Building Code, 2024 International Existing Building Code, 2023 National Electrical Code, and 2020 Unified Facilities Criteria standards.

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Other files

File	Type	Posted
17. ABSTRACT OF OFFERS IFB 70Z0G126BSNNESW01.pdf	PDF	Sep 17, 2026
12d. Amendment 0003 - 70Z0G126BSNNESW01.pdf	PDF	Sep 9, 2026
12c. Amendment 0002 - 70Z0G126BSNNESW01.pdf	PDF	Aug 27, 2026
12c. Pre Bid Site Visit Sign-In Sheet 1.pdf	PDF	Aug 27, 2026
12b. AMENDMENT 0001 70Z0G126BSNNESW01.pdf	PDF	Aug 24, 2026
7n_WD_ME20260008.pdf	PDF	Aug 18, 2026
12a_P21776733SPEC.pdf	PDF	Aug 18, 2026
12a_IFB 70Z0G126BSNNESW01.pdf	PDF	Aug 18, 2026
12a_SF24 - Bid Bond form.pdf	PDF	Aug 18, 2026

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&R B

M E

BARRACKS/

GALLEY

BUILDING

G-001

3G -0

W G

, S

K, R I 0

D M

MICHAEL P. CAROSOTTO, PE

DAVID GLASS, PE

, B

, M

) 2

-0

9, U.S. COAST GUARD

CIVIL ENGINEERING

B Y:

2 3 4 5 6 7 8 9 10

TECHNICAL DIRECTOR

BRANCH CHIEF

APPROVING OFFICIAL DATE

A/ E

SHEET ID

1/ 2"

U.S. COAST GUARD

CIVIL ENGINEERING UNIT

PROVIDENCE

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

SECTOR FIELD OFFICE (SFO) SOUTHWEST HARBOR

SOUTHWEST HARBOR, MAINE

21776733, MAJOR M&R BARRACKS/GALLEY BUILDING

SFO SOUTHWEST HARBOR

EXCEL

N C E

I N E N G I N E E R I N G

U . S . C O A S T G U

A R

CIVIL

ENGINEERING UNIT

PROVIDENCE

AREA MAP

SCALE: NTS

PORTSMOUTH

JACKMAN

PORTLAND

MOOSEHEAD

VERMONT

HAMPSHIRE

CONCORD

NEW WASHINGTON

MT.

QUEBEC

LAKE

LIMESTONE

ACADIA NATIONAL

BANGOR

AUGUSTA

BRUNSWICK

MAINE

GULF OF

MACHIAS

PARK

PRESQUE ISLE

MAINE

CARIBOU

HOULTON

LOCATION

PROJECT

NEW

BRUNSWICK

WEST GOULD

BAR HARBOR

OTTER CREEEK

FRENCHBOROMINTURN

SWANS ISLAND

PRETTY MARSH

SEAL COVE

NASKEAG

ATLANTIC

WEST TREMONT

BALDWIN CORNERS

HALL QUARRY

ASTICOU

NORTHEAST HARBOR

TREMONT

ISLESFORD

SOUTH SURRY

INDIAN POINT

EAST BLUE HILL

BLUE HILL FALLS

SOUTH BLUE HILL

TRENTON

BAYSIDE EAST LAMOINE

SALSBURY COVE

TOWN HILL

HULLS COVE GERNISHVILLE

BIRCH HARBOR

3 186

BLUEDBERRY LN FEMALD POINT RD

SEAL COVE RD

E RIDGE RD

RIDGE AORES LN

ITCHELL LN

MAIN ST

CAUSEWAY CLUB

PARK VIEW RD

HERRICK RD

FOREST AVE

KINFOLK RD

WESLEY RD SOUTHWEST HARBOR

LAWLER LN

T SOUTHWEST

HARBOR

CLARK POINT RD

BULLERMILK BROOK

ROBINSON LN

BASS HARBOR RD

GOTTS LN

T L

MANSET SHORE RD

SEAWALL RD

HARBOR

PROJECT

LOCATION

MAIN ST

SOUTHWEST

HARBOR

PROJECT

LOCATION

SOUTHWEST

DRAWING INDEX

SHEET ID SHEET# SHEET TITLE

G-001 01 COVER SHEET

G-002 02 GENERAL NOTES, ABBREVIATIONS, AND LEGEND

CS101 03 SITE PLAN

AD101 04 REMOVALS FIRST FLOOR PLAN

AD102 05 REMOVALS SECOND FLOOR PLAN

AD120 06 REMOVALS ROOF PLAN

AD201 07 REMOVALS ELEVATIONS

AD202 08 REMOVALS ELEVATIONS - OPTION BID ITEM

A-101 09 FIRST FLOOR PLAN

A-102 10 SECOND FLOOR PLAN

A-120 11 ROOF PLAN AND DETAILS

A-201 12 ELEVATIONS

A-202 13 ELEVATIONS - OPTION BID ITEM

A-501 14 WALL DETAILS - OPTION BID ITEM

A-502 15 DOOR DETAILS (BASE BID)

A-503 16 DOOR DETAILS (OBI #1A)

A-504 17 DOOR DETAILS (OBI #1B)

A-505 18 WINDOW DETAILS (BASE BID)

A-506 19 WINDOW DETAILS (OBI #1A)

A-507 20 WINDOW DETAILS (OBI #1B)

A-601 21 DOOR SCHEDULE, DOOR & FRAME TYPES, AND WINDOW TYPES

PROJECT DESCRIPTION

UNLESS OTHERWISE NOTED, CONTRACTOR SHALL PROVIDE SUPERVISION, LABOR, EQUIPMENT AND MATERIAL NECESSARY TO

PERFORM THE FOLLOWING WORK:

1. THE PROJECT INCLUDES ONE (1) BASE BID ITEM (BBI) AND TWO (2) OPTIONAL BID ITEMS (OBIS) AS SUMMARIZED BELOW. ANY WORK THAT IS NOT SPECIFIED AS BEING PART OF AN OBI SHALL BE INCLUDED AS PART OF THE BASE BID SCOPE.

BASE BID ITEMS

· REPLACE WINDOWS WITH HURRICANE RATED UNIT WITH EXTRUDED ALUMINUM EXTERIOR CLADDING AND WOOD INTERIORS.

WINDOWS MUST BE DOUBLE HUNG, HAVE NEW MINI-BLINDS, AND NEW INTERIOR SILLS AND TRIM.

· REPLACE EXTERIOR DOORS INCLUDING ALUMINUM ENTRY DOOR. EXTERIOR DOORS MUST RECEIVE NEW HARDWARE, FRAMES AND THRESHOLDS.

· REMOVE EXISTING EPDM SYSTEM DOWN TO ROOF SUBSTRATE AND INSTALL NEW FULLY TPO ROOFING SYSTEM. REMOVE EXISTING GUTTERS AND PROVIDE NEW HEAVY DUTY BOX GUTTERS AND DOWNSPOUTS WITH NEW CONCRETE SPLASH

BLOCKS AT GRADE.

OBI ALTERNATE #1A

· REMOVE EXISTING VINYL SIDING, SOFFITS, VINYL TRIM COMPONENTS. PROVIDE NEW WEATHER RESISTIVE AIR BARRIER AND

REPLACE SIDING AND TRIM COMPONENTS WITH NEW VINYL SIDING IN-KIND.

OBI ALTERNATE #1B

· REMOVE EXISTING VINYL SIDING, SOFFITS, VINYL TRIM COMPONENTS. PROVIDE NEW WEATHER RESISTIVE AIR BARRIER AND REPLACE SIDING WITH FIBER-CEMENT BOARD. REPLACE TRIM COMPONENTS WITH CELLULAR COMPOSITE PVC (POLYVINYL

CHLORIDE) MATERIAL.

USCG ANNOTATION SYMBOLS LEGEND

GRID IDENTIFIER

RPUID: ######

NAME

BUILDING

## SQ. FT.

NAME

ROOM

## SQ. FT.

SL 1:##

#XX

W.L. AT '##

FLOOR X#

XX## XXX### XXXXX

FLOW

XXX

XXX XXXXXXXX

XX ##### XX

XXXXXXXX XX##

CFM#####

KEYNOTE SYMBOL

BUILDING/ASSET IDENTIFIER ROOM NAME IDENTIFIER

SPOT ELEVATION INDICATORVERTICAL ELEVATION INDICATOR

SLOPE ARROW FLOW ARROW

EQUIPMENT IDENTIFIERS DUCT CLASS IDENTIFIERS

OPENING IDENTIFIERS WALL TYPE IDENTIFIER

DUCT BANK IDENTIFIER CIRCUIT IDENTIFIER

CFM IDENTIFIER CEILING GRILLE IDENTIFIER

WATER LEVEL IDENTIFIER FASTENER TYPE IDENTIFIER

MECH & ELECTYPICAL VERTICAL HORIZONTAL

WINDOWS & LOUVERS DOORS & GATES

PREFIX

X/#

CG X/Y

USCG DRAWING VIEW SYMBOLS LEGEND

NORTH

PLAN

TRUE N

X# TITLE

SCALE: X=1'-0"

XX###

0 1" 2"1/2"

XX###

REVISION #

DRAWING VIEW TITLES REVISION CLOUDS AND DELTAS

GRAPHIC SCALES NORTH ARROWS

DRAWING VIEW INDICATOR EXTERIOR ELEVATION INDICATOR

ENLARGED DETAIL INDICATORS INTERIOR ELEVATION INDICATOR

BUILDING SECTION INDICATOR SECTIONAL VIEW INDICATOR

REV CLOUD

PLAN NORTH

TRUE NORTH

ELEVATION

NUMBER/ID

ELEVATION

DRAWING

SHEET

DRAWING

SHEET

NUMBER/ID

DRAWING

VIEW

NUMBER/ID

DRAWING

VIEW

NUMBER/ID

DRAWING

VIEW

TITLE

DRAWING

SCALE

APPLICABLE CODES

SOLICITATION NO.: CONTRACT NO.:

1 07 9

EAT S

GUA

OAS

&R B

M E

L N

, A

VIA

TIO

, A

BARRACKS/

GALLEY

BUILDING

G-002

3G -0

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

CORRIDORCORR

NIC NOT IN CONTRACT

OCCUPATIONAL SAFETY ANDOSCA

U.S. UNITED STATES

UNITED STATES COAST GUARDUSCG

REPRESENTATIVE

COR CONTRACTING OFFICER'S

TESTING AND MATERIALS

AMERICAN SOCIETY FORASTM

INSUL INSULATION

HM HOLLOW METAL

ELEV ELEVATION

DN DOWN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

AFF ABOVE FINISH FLOOR

MFR MANUFACTURER

MAX MAXIMUM

DS DOWNSPOUT

CONT CONTINUOUS

ALUM ALUMINUM

@ AT

AND

DIA DIAMETER

APPROX APPROXIMATELY

± PLUS OR MINUS

# POUND

EXIST EXISTING

ABBREVIATIONS

BLDG BUILDING

COORDINATECOORD

CEILINGCLG

ELECTRICALELEC

EQUIPMENTEQUIP

DRAWINGSDWGS

REINF REINFORCED

MECH MECHANICAL

MASONRY OPENINGMO

STRUCT STRUCTURAL

METALMTL

VIF VERIFY IN FIELD

ON CENTEROC

W/ WITH

MINIMUMMIN

PAINTPNT

WOODWD

PRESSURE TREATEDPT

STAINLESS STEELSS

SQUARE FEET

SIMILARSIM

ROUGH OPENINGRO

TYPICALTYP

VINYL COMPOSITION TILEVCT

SYSTEMSYS

ADJ ADJACENT

PLYWD PLYWOOD

GALVANIZEDGALV

HEATH ADMINISTRATION

GENERAL PROJECT NOTES

1. WORK MUST BE COMPLETED IN ACCORDANCE WITH AND BETTER THAN INDUSTRY STANDARDS AND PERFORMED IN A WORKMANLIKE PROFESSIONAL MANNER TO PROVIDE COMPLETE AND OPERATIONAL

SYSTEMS.

2. WHERE CONFLICTS EXIST WITHIN THE DOCUMENTS OR BETWEEN THE DOCUMENTS AND APPLICABLE CODES, ORDINANCES, UFC OR INDUSTRY STANDARDS, THE MORE STRINGENT REQUIREMENT, AS

DETERMINED BY THE CONTRACTING OFFICER, WILL APPLY.

3. MAINTAIN THE CONSTRUCTION SITE IN A SECURE, WEATHERTIGHT, NEAT, CLEAN, AND SAFE MANNER.

4. ITEMS AND COMPONENTS SHOWN ON THE DRAWINGS MUST BE PROVIDED BY THE CONTRACTOR UNLESS NOTED AS EXISTING/(EXIST). ITEMS NOTED AS EXISTING ARE TO REMAIN UNLESS NOTED

OTHERWISE.

5. WORK FROM GIVEN DIMENSIONS AND LARGE-SCALE DETAILS. DO NOT SCALE DRAWINGS.

6. DIMENSIONING SYSTEM: PLAN DIMENSIONS, UNLESS NOTED OTHERWISE (UNO), ARE TO FINISHED FACE OF EXISTING WALLS, TO FACE OF FRAMING, AND TO FINISH FACE OF MASONRY FOR MASONRY WALLS. DIMENSIONS INDICATED AS "CLEAR" (CLR) MUST BE MAINTAINED IN CASE OF DISCREPANCY AND ARE MEASURED FROM THE FACE OF FINISH. CENTERLINE DIMENSIONS ARE INDICATED BY

CENTERLINE SYMBOL ( ℄ ).

7. VERIFY EXISTING CONDITIONS AND DIMENSIONS AND REPORT DISCREPANCIES TO THE CONTRACTING OFFICER. PROCEED WITH THE WORK ONLY AFTER THE DISCREPANCIES HAVE BEEN RESOLVED BY

THE GOVERNMENT.

8. DO NOT PENETRATE JOISTS, BEAMS OR OTHER STRUCTURAL MEMBERS. OBTAIN WRITTEN APPROVAL FROM THE ENGINEER OF RECORD FOR ANY PENETRATIONS OF STRUCTURAL MEMBERS.

9. UTILITY INTERRUPTIONS ARE NOT ANTICIPATED IN THE COURSE OF THE WORK. IF NECESSARY, COORDINATE WITH CONTRACTING OFFICERS REPRESENTATIVE (COR) 72 HOURS PRIOR TO INTERRUPTING

UTILITY SERVICES WITHIN THE BUILDING.

10. THE CONTRACTOR MUST PROVIDE TEMPORARY PROTECTION DURING REMOVALS UNTIL A WEATHERTIGHT ENCLOSURE HAS BEEN COMPLETED TO PROTECT THE BUILDING INTERIORS AND IS

RESPONSIBLE FOR REPAIRS OF DAMAGED SURFACES AT NO COST TO THE GOVERNMENT.

11. DISPOSE OF AND/OR RECYCLE CONSTRUCTION DEBRIS FROM THE PROJECT SITE AS REQUIRED BY THE STATE OF MAINE AND AS REQUIRED BY THE CONTRACT. OBTAIN DISPOSAL PERMITS AS REQUIRED.

12. PROTECT EXISTING SYSTEMS AND SURFACES TO REMAIN. DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS MUST BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. REMOVE ITEMS IN SUCH A MANNER THAT THE ADJACENT ORIGINAL STRUCTURE (E.G. MORTAR JOINTS, MASONRY, SHEATHING, INTERIOR FINISHES) IS NOT DAMAGED DURING REMOVAL AND CONSTRUCTION ACTIVITIES. REPAIR ITEMS TO REMAIN THAT ARE DAMAGED DURING WORK TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

13. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST PROVIDE THEIR PROJECT SCHEDULE AND PHASING PLAN TO THE UNITED STATES COAST GUARD CONTRACTING OFFICER FOR APPROVAL. WORK WILL NOT BE ALLOWED TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN APPROVAL OF THE PROJECT SCHEDULE.

14. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR MUST PROVIDE A STAGING/SCAFFOLDING PLAN AND A SAFETY PLAN FOR APPROVAL.

15. BUILDING MUST REMAIN OCCUPIED DURING CONSTRUCTION.

LF LINEAR FEET

ACM ASBESTOS CONTAINING

INT INTERIOR

GYP BD GYPSUM BOARD

EXT EXTERIOR

STYRENE-BUTADIENE-STYRENESBS

ETHYLENE PROPYLENEEPDM

MDO MEDIUM DENSITY OVERLAY

POUNDS PER SQUARE INCHPSI

MATERIAL

DIENE MONOMER

2024 INTERNATIONAL BUIILDING CODE (IBC)

2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2024 INTERNATIONAL PLUMBING CODE (IPC)

2024 INTERNATIONAL MECHANICAL CODE (IMC)

2023 NATIONAL ELECTRICAL CODE (NFPA 70) WITH LOCAL AMENDMENTS

2024 LIFE SAFETY CODE (NFPA 101)

29 CFR 1910 OCCUPATIONAL SAFETY AND HEALTH (OSHA)

2017 ICC/ANSI A-117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2022 ASHRAE 90.1

2020 UNIFIED FACILITIES CRITERIA (UFC) 3-101-01 ARCHITECTURE

2020 UNIFIED FACILITIES CRITERIA (UFC) 3-110-01 ROOFING

2025 UNIFIED FACILITIES CRITERIA (UFC) 3-301-01 STRUCTURAL ENGINEERING

2021 UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

THERMOPLASTIC POLYOLEFIN ROOFINGTPO

&R U

BARRACKS

/ GALLEY

BUILDING

CS101

3C S1

W G

, S

K, R I 0

D M

IJR

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

EXIST BARRACKS/GALLEY BUILDING

FINISH FLOOR ELEV: 26.50'

FINISH FLOOR

ELEV: 24.00'

CLARK POINT ROAD

B4 SITE PLAN

SCALE: 1"=10' 0 10' 20'

1. THE PROJECT BENCHMARK IS THE TILE FINISH FLOOR OF THE BARRACKS

BUILDING JUST INSIDE THE EXISTING DOUBLE DOORS. TILE ELEVATION IS 26.50'

BASED ON MEAN LOW WATER DATUM.

2. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE

LOCATIONS ONLY. PRIOR TO COMMENCING EXCAVATION OPERATIONS OR GROUND

PENETRATING WORK ON THE SITE, THE CONTRACTOR MUST:

a). CONTACT "DIGSAFE" (1-888-344-7233) AND OBTAIN A "DIGSAFE" PERMIT;

b.) VERIFY AND MARK THE LOCATION OF ALL UNDERGROUND UTILITIES

WITHIN THE PROJECT LIMITS AND;

c.) OBTAIN APPROVAL FROM THE CONTRACTING OFFICER.

GENERAL SHEET NOTES

SHEET KEYNOTES

2 EXISTING ASPHALT PAVEMENT.

EXISTING CONCRETE WALK.3

4 EXISTING CONCRETE RAMP.

5 EXISTING CONCRETE STAIRS.

EXISTING WOOD DECK.

EXIST

DUMPSTER

EXIST GREASE

DUMPSTER

EXIST

INTERCOM

EXISTING TIMBER CURBING.

EXIST OUT FALL

INV: ±17.0'

EXISTING TURF.

EXIST ELECTRIC

TRANSFORMER ON

CONCRETE PADEXIST PROPANE

TANKS

EXIST FUEL

OIL TANKS

EXIST 10'± DOUBLE

SWING GATE

21 REMOVE EXISTING CONCRETE SPLASH BLOCK AND ± 3" OF EXISTING

TOPSOIL BENEATH FOOTPRINT OF NEW SPLASH BLOCK. PROVIDE 3"

LAYER OF 3/4" CRUSHED STONE AND NEW PRECAST CONCRETE SPLASH

BLOCK, ± 30" LONG x ± 12" WIDE x ± 3" THICK. PRECAST CONCRETE

SPLASH BLOCKS MUST BE MINIMUM 5,000 PSI CONCRETE AND A

PRODUCT OF A QUALIFIED PRECAST CONCRETE MANUFACTURER.

SUBMIT SPLASH BLOCK PRODUCT DATA FOR REVIEW BY THE

CONTRACTING OFFICER. OBTAIN CONTRACTING OFFICERS' APPROVAL

PRIOR TO ORDERING.

EXIST

USCG SIGN

PROJECT BENCHMARK,

(ELEV 26.50') SEE NOTE 1

EXIST SHED

EXIST USCG

MONUMENT

PROPERTY LINE

EXISTING CONCRETE STOOP.

20 NOT USED-

EXISTING CONCRETE PAVERS.

EXISTING CONCRETE RETAINING WALL.

EXISTING METAL STAIRS.

N W

EXISTING SHRUB TO REMAIN (TYP).

CIVIL LEGEND

CIVIL ABBREVIATIONS

EXIST EXISTING

, EXISTING CATCH BASIN

EXISTING SEWER MANHOLE

EXISTING HYDRANT

EXISTING WATER VALVE

EXISTING CLEANOUT

EXISTING ELECTRIC HANDHOLE

EXISTING COMMUNCIATIONS HANDHOLE

EXISTING SHRUB

ELEV ELEVATION

USCG UNITED STATES COAST GUARD

± PLUS OR MINUS

EXISTING UTILITY POLE

INV INVERT

EXISTING BENCHMARK

EXISTING CONCRETE

EXISTING IRON PIPE

EXISTING CONTOUR LINE

EXISTING UNDERGROUND WATER LINE (SIZE AS NOTED)

EXISTING UNDERGROUND SEWER LINE (SIZE AS NOTED)

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING STORM DRAIN LINE (SIZE AS NOTED)

EXISTING PROPERTY LINE

EXISTING CHAINLINK FENCE WITH 3 STRANDS OF BARBED WIRE.

EXISTING UNDERGROUND ELECTRIC LINE (SIZE AS NOTED)

EXISTING OVERHEAD ELECTRIC AND TELEPHONE LINE

EXISTING UNKNOWN UTILITY LINE (SIZE AS NOTED)

13 EXISTING FLAGPOLE.

14 EXISTING CONCRETE CURB.

EXIST

STOCKADE

FENCE

(UNDER

STAIRS)

EXIST GRAVEL

DRIVEWAY

EXISTING FIRE DEPT.

CONNECTION

LINE OF CANOPY (ABOVE)

EXIST CATCH

BASIN NOT FOUND

EXISTING PRECAST CONCRETE SPLASH BLOCK

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NORTH

C4 REMOVALS FIRST FLOOR PLAN

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

'-4

172'-4"±

50'-11 5/8"± 97'-0 3/8"± 24'-4"±

8'-0 3/8"± 7'-11"± 15'-0"± 15'-6"± 15'-0"± 35'-7"±

'-8

'-4

'-0

'-4

50'-0"± 93'-4"± 29'-0"±

22'-4 3/8"± 15'-0"± 14'-6"± 15'-0"± 8'-6"± 8'-0"±8'-4"±

1'-7 5/8"±

19'-8"±30'-4"±

8'- 8"

6'- 0"

'-0

7'- 6"

3'- 0"

'-4

'-0

2'- 6"

3'-0"±

AD201

AD201 D2

AD201

2 12

117 122

AD201

OFFICE

MEDICAL

ROOM

EXERCISE

TOILET

STORAGE

TOILET

STORAGE

STAIR

HALL/

CORR

TOILET

ROOM

SERVER

BEDROOM

STORAGE

CLOSET

121A

TOILET

STORAGE

LAUNDRY

ROOM

BOILER

FURNACE

TOILET

LOUNGE

CORRIDOR

BEDROOM

TOILET

LOCKER RM

MORALE

TOILET

BEDROOM

STAIR 2

CLOSET

139A

STAIR 1

CLOSET

TOILET

SPRINKLER

FIRE

LOBBY

VESTIBULE

OFFICE

STORAGE

DRY

STORAGE

GALLEY

DINING AREA

ENTRY

11 111 1

1 1 1

2 3 2 3 2 3 2 3 2 3

2 3

2 32 32 3

2 3

7 3

7 3 7 3

2 3

2 3 2 3

2 3

100100 100

NORTH

PLAN

TRUE N

REFRIGERATOR

FREEZER

106A

EXIST MTL FENCE

EXIST MECH UNIT

A1 SILL DETAIL (BASE BID)

REMOVALS WINDOW

SCALE: 1-1/2"=1'-0" A3 SILL DETAIL (BASE BID)

REMOVALS WINDOW

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

B1 HEAD DETAIL (BASE BID)

REMOVALS WINDOW

SCALE: 1-1/2"=1'-0" B3 HEAD DETAIL (BASE BID)

REMOVALS WINDOW

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

1'-4 1/4"± 9 5/8"±

REMOVE MINI-BLIND

REMOVE WD TRIM

EXIST MTL LINTEL

EXIST BOND BEAM

REMOVE VINYL WINDOW TRIM

REMOVE ALUM WINDOW

FLASHING

EXIST WD BLOCKING

REMOVE WINDOW

REMOVE MINI-BLIND

EXIST BOND BEAM

REMOVE VINYL WINDOW TRIM

REMOVE ALUM WINDOW RETURN

EXIST WD BLOCKING5

3/ 4"

A4 SILL DETAIL (OBI #1A & OBI #1B)

REMOVALS WINDOW

SCALE: 1-1/2"=1'-0" A6 SILL DETAIL (OBI #1A & OBI #1B)

REMOVALS WINDOW

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

B4 HEAD DETAIL (OBI #1A & OBI #1B)

REMOVALS WINDOW

SCALE: 1-1/2"=1'-0" B6 HEAD DETAIL (OBI #1A & OBI #1B)

REMOVALS WINDOW

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

1'-4 1/4"± 9 5/8"±

EXIST MASONRY WALL, RIGID

INSUL, & SHEATHING

REMOVE MINI-BLIND

REMOVE WD TRIM

EXIST MTL LINTEL

EXIST BOND BEAM

REMOVE VINYL WINDOW TRIM

REMOVE ALUM WINDOW RETURN

EXIST WD BLOCKING

REMOVE MINI-BLIND

REMOVE WD TRIM

EXIST BOND BEAM

REMOVE VINYL WINDOW TRIM

REMOVE ALUM WINDOW RETURN

3/ 4"

NOTE

REMOVALS WINDOW JAMB DETAIL SIMILAR.

NOTE

REMOVALS WINDOW JAMB DETAIL SIMILAR.

NOTES

1. REMOVALS WINDOW JAMB DETAIL SIMILAR.

2. REMOVAL OF VINYL WINDOW TRIM AND ALUMINUM

RETURN COVERED UNDER BASE BID.

REMOVE WINDOW

REMOVE WD TRIM

REMOVE WINDOW

EXIST MASONRY WALL, RIGID

INSUL, & SHEATHINGEXIST MASONRY WALL, RIGID

INSUL, & SHEATHING

EXIST MASONRY WALL, RIGID

INSUL, & SHEATHING

REMOVE VINYL SIDING & AIR

BARRIERREMOVE VINYL SIDING & AIR

BARRIER

NOTES

1. REMOVALS WINDOW JAMB DETAIL SIMILAR.

2. REMOVAL OF VINYL WINDOW TRIM AND

ALUMINUM RETURN COVERED UNDER BASE BID.

REMOVE WOOD TRIM

REMOVE WOOD STOOL

EXIST MASONRY WALL, RIGID

INSUL, & SHEATHING

REMOVE ALUM WINDOW

FLASHING

EXIST WD BLOCKING

REMOVE WINDOW

REMOVE WOOD TRIM

REMOVE WOOD STOOL

EXIST MASONRY WALL, RIGID

INSUL, & SHEATHING

REMOVE ALUM WINDOW

FLASHING

EXIST WD BLOCKING

REMOVE WINDOW

EXIST CERAMIC TILE SILL/TRIM

EXIST MASONRY WALL, RIGID

INSUL, & SHEATHING

REMOVE ALUM WINDOW

FLASHING

EXIST WD BLOCKING

REMOVE WINDOW

EXIST CERAMIC TILE SILL/TRIM

EXIST MASONRY WALL, RIGID

INSUL, & SHEATHING

REMOVE VINYL SIDING & AIR

BARRIERREMOVE VINYL SIDING & AIR

BARRIER

REMOVE INSECT SCREEN

REMOVE ALUM WINDOW RETURN

REMOVE WINDOW

REMOVE INSECT SCREEN

EXIST WD BLOCKING

REMOVE INSECT SCREEN

REMOVE INSECT SCREENREMOVE INSECT SCREEN

REMOVE INSECT

SCREEN

REMOVE INSECT SCREEN

&R B

M E

BARRACKS/

GALLEY

BUILDING

AD101

3A D1

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GENERAL SHEET NOTES

SOLICITATION NO.: CONTRACT NO.:

1. ITEMS ON THIS SHEET ARE EXISTING UNLESS NOTED OTHERWISE.

2. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

3. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS, AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

4. SEE SHEETS AD202 FOR WALL MOUNTED ITEMS THAT WILL BE REMOVED AND REINSTALLED.

SHEET KEYNOTES

BASE BID KEYNOTES

REMOVE WINDOW, EXTERIOR VINYL WINDOW TRIM AND METAL FLASHING RETURN.

REMOVE INTERIOR WOOD WINDOW TRIM AND WINDOW STOOL.

REMOVE WINDOW BLIND.

REMOVE HOLLOW METAL DOOR, FRAME, HARDWARE, AND EXTERIOR VINYL TRIM.

REMOVE ALUMINUM STOREFRONT ENTRY SYSTEM, ALUMINUM DOOR, AND HARDWARE.

REMOVE HOLLOW METAL DOOR AND DOOR HARDWARE. EXISTING HOLLOW METAL DOOR

FRAME TO REMAIN.

REMOVE AND STORE EXISTING STAINED WOOD WINDOW TRIM/WIDOW OPENING INFILL FOR

REINSTALLATION.

OPTION BID ITEMS #1A & #1B

REMOVE EXTERIOR VINYL SHINGLE SIDING, CORNER BOARDS, TRIM, AND WEATHER

BARRIER.

GRAPHIC SCALES

0 8'4' 16'

CHECK GRAPHIC SCALES BEFORE USING

1/8" = 1'-0"

1' 2'0 6" 1-1/2" = 1'-0"

C4 REMOVALS SECOND FLOOR PLAN

AD201

AD201 49

'-6

122'-4"±

98'-0"± 24'-4"±

9'-0"± 7'-11"± 15'-0"± 15'-6"± 15'-0"± 35'-7"±

'-8

'-4

'-0

'-4

93'-4"± 29'-0"±

22'-4 3/8"± 15'-0"± 14'-6"± 15'-0"± 8'-6"± 8'-0"±8'-4"±

1'-7 5/8"±

AD201

'-4

8'- 8"

'-1 0"

'-0

3'- 0"

'-1 0"

AD201

KITCHENETTE

TOILET

BEDROOM

LOUNGE

UPH

ROOM

EQUIPMENT

STAIR 1

STAIR 2

STORAGE

TOILET

CORR

ROOM

EXERCISE

TOILET

228 TOILET

OFFICE

CORRIDOR

11 111 1

1 1 1

2 3 2 3 2 3 2 3 2 3

2 3

2 32 32 3

2 3

2 32 3

12 3

2 3 2 3

1 1

2 32 3

2 3

100 100

NORTH

PLAN

TRUE N

SOLICITATION NO.: CONTRACT NO.:

&R B

M E

BARRACKS/

GALLEY

BUILDING

AD102

3A D1

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GRAPHIC SCALE

0 8'4' 16'

CHECK GRAPHIC SCALE BEFORE USING

1/8" = 1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

BASE BID KEYNOTES

REMOVE WINDOW, EXTERIOR VINYL WINDOW TRIM AND METAL FLASHING RETURN.

REMOVE INTERIOR WOOD WINDOW TRIM AND WINDOW STOOL.

REMOVE WINDOW BLIND.

REMOVE HOLLOW METAL DOOR, FRAME, HARDWARE, AND EXTERIOR VINYL TRIM.

OPTION BID ITEMS #1A & #1B

REMOVE EXTERIOR VINYL SHINGLE SIDING, CORNER BOARDS, TRIM, AND WEATHER

BARRIER.

1. ITEMS ON THIS SHEET ARE EXISTING UNLESS NOTED OTHERWISE.

2. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

3. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS, AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

4. SEE SHEETS AD202 FOR WALL MOUNTED ITEMS THAT WILL BE REMOVED AND REINSTALLED.

C4 REMOVALS ROOF PLAN

'-4

172'-4"±

50'-11 5/8"± 97'-0 3/8"± 24'-4"±

8'-2 3/8"± 7'-9"± 15'-0"± 15'-6"± 15'-0"± 35'-7"±

'-8

'-4

'-0

'-4

50'-0"± 93'-4"± 29'-0"±

22'-4 3/8"± 15'-0"± 14'-6"± 15'-0"± 8'-4"± 8'-2"±8'-4"±

1'-7 5/8"±

19'-8"±30'-4"±

8'- 8"

'-0

7'- 6"

3'- 0"

'-4

'-0

2'- 6"

3'-0"±

'-1

1 1

3 3

4 6

4 7

8 (TYP)

NORTH

PLAN

TRUE N

&R B

M E

BARRACKS/

GALLEY

BUILDING

AD120

3A D1

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

GRAPHIC SCALE

0 8'4' 16'

CHECK GRAPHIC SCALE BEFORE USING

1/8" = 1'-0"

GENERAL SHEET NOTES

1. ITEMS ON THIS SHEET ARE EXISTING UNLESS NOTED OTHERWISE.

2. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

3. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

4. MAINTAIN AND PROTECT UTILITY CONDUITS AND ROOF TOP EQUIPMENT DURING

CONSTRUCTION.

5. THE ROOF ELEVATION OVER THE BEDROOM PORTION OF THE BUILDING IS APPROXIMATELY 24'-0"

ABOVE GRADE. THE ROOF ELEVATION OVER THE GALLEY AND DINING ROOM ROOF IS

APPROXIMATELY15'-0"ABOVE GRADE.

SHEET KEYNOTES

BASE BID KEYNOTES

REMOVE EPDM ROOF MEMBRANE, 2"± THICK COMPOSITE INSULATION BOARD (1/2"± OSB

COVERBOARD AND 1-1/2"± RIGID INSULATION) AND TAPERED RIGID BASE LAYER ROOF

INSULATION OVER EXISTING METAL ROOF DECK/STRUCTURE TO REMAIN.

REMOVE EPDM ROOF MEMBRANE, 2"± THICK COMPOSITE INSULATION BOARD (1/2"± OSB

COVERBOARD AND 1-1/2"± RIGID INSULATION) AND 2"± RIGID BASE LAYER ROOF INSULATION

OVER EXISTING SLOPED METAL ROOF DECK/STRUCTURE TO REMAIN.

REMOVE GUTTER AND DOWNSPOUT.

REMOVE METAL ROOF FASCIA/DRIP EDGE.

REMOVE ROOF DRAIN.

REMOVE EPDM WALL FLASHING.

REMOVE SCUPPER FLASHING.

REMOVE MEMBRANE WALKWAY PADS.

EXISTING EXHAUST FAN CURB TO REMAIN. REMOVE MEMBRANE FLASHING FROM CURB.

F5 REMOVALS SOUTH ELEVATION

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

D5 REMOVALS PARTIAL EAST ELEVATION

SCALE: 1/8"=1'-0"D2 REMOVALS EAST ELEVATION

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

C5 REMOVALS NORTH ELEVATION

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

A2 REMOVALS WEST ELEVATION

SCALE: 1/8"=1'-0" A5 REMOVALS PARTIAL WEST ELEVATION

SCALE: 1/8"=1'-0" A8 REMOVALS PARTIAL WEST ELEVATION

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

'-4

'-0

'-4

8'-

'-4

'-0

'-4

2'- 5"

'-4

'-0

'-4

8'-

'-4

'-0

'-4

8'-

'-4

120 112

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

EXIST MTL WALL

PANEL WINDOW INFILL

EXIST MTL WALL

PANEL WINDOW INFILL

EXIST MTL LOUVER EXIST MTL LOUVER

EXIST MTL LOUVER

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST PLUMB

VENT (TYP)

EXIST PLUMB

VENT (TYP)

EXIST PLUMB

VENT (TYP)

EXIST WALL MOUNTED

SIGNAGE (TYP)

EXIST WALL MOUNTED

SIGNAGE (TYP)

1111 1 1 1

1 1 311

1 1 1 1 1 1 2

55 5 5

2 4 554

4 5 5 4 4 4

6 121

111 11 1 1

14 2

45 5 45

1 11 1 1 4554

&R B

M E

BARRACKS/

GALLEY

BUILDING

AD201

3A D2

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

GRAPHIC SCALE

0 8'4' 16'

CHECK GRAPHIC SCALE BEFORE USING

1/8" = 1'-0"

GENERAL SHEET NOTES

1. ITEMS ON THIS SHEET ARE EXISTING UNLESS NOTED OTHERWISE.

2. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

3. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

4. EXISTING FENCE AND MECHANICAL UNIT AT EAST ELEVATION NOT SHOWN FOR CLARITY.

SHEET KEYNOTES

BASE BID KEYNOTES

REMOVE WINDOW AND VINYL/PVC WINDOW TRIM.

REMOVE HOLLOW METAL DOOR, FRAME, AND HARDWARE.

REMOVE ALUMINUM STOREFRONT ENTRY SYSTEM, ALUMINUM DOOR, AND HARDWARE.

REMOVE METAL ROOF FASCIA/DRIP EDGE.

REMOVE GUTTER AND DOWNSPOUT.

REMOVE HOLLOW METAL DOOR AND DOOR HARDWARE. EXISTING HOLLOW METAL DOOR

FRAME TO REMAIN.

REMOVE SCUPPER FLASHING AND TRIM.

F5 REMOVALS SOUTH ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

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

D5 OPTION BID ITEM (OBI #1A & #1B)

REMOVALS PARTIAL EAST ELEVATION -

SCALE: 1/8"=1'-0"D2 REMOVALS EAST ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

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

C5 REMOVALS NORTH ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

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

A2 REMOVALS WEST ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

SCALE: 1/8"=1'-0" A5 OPTION BID ITEM (OBI #1A & #1B)

REMOVALS PARTIAL WEST ELEVATION -

SCALE: 1/8"=1'-0" A8 OPTION BID ITEM (OBI #1A & #1B)

REMOVALS PARTIAL WEST ELEVATION -

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

'-4

'-0

'-4

8'-

'-4

'-0

'-4

2'- 5"

'-4

'-0

'-4

8'-

'-4

'-0

'-4

'-0

'-4

8'-

'-4

120 112

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

EXIST MTL WALL

PANEL WINDOW INFILL

EXIST MTL WALL

PANEL WINDOW INFILL

EXIST MTL LOUVER EXIST MTL LOUVER

EXIST MTL LOUVER

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST PLUMB

VENT (TYP)

EXIST PLUMB

VENT (TYP)

EXIST PLUMB

VENT (TYP)

1 22

3 3

32 3

5 5

6 6 6

77 7

8 88

&R B

M E

- O

BID

BARRACKS/

GALLEY

BUILDING

AD202

3A D2

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

GRAPHIC SCALE

0 8'4' 16'

CHECK GRAPHIC SCALE BEFORE USING

1/8" = 1'-0"

1. ITEMS ON THIS SHEET ARE EXISTING UNLESS NOTED OTHERWISE.

2. REFER TO REMOVALS ELEVATIONS ON SHEET AD201 FOR REMOVALS PERFORMED UNDER

BASE BID.

3. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

4. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

5. EXISTING FENCE AND MECHANICAL UNIT AT EAST ELEVATION NOT SHOWN FOR CLARITY.

SHEET KEYNOTES

OPTION BID ITEMS (OBI #1A AND OBI #1B) KEYNOTES

TEMPORARILY SUPPORT EXISTING SECURITY CAMERA, CONDUIT, AND JUNCTION BOX.

DISCONNECT, REMOVE, AND STORE FOR REINSTALLATION EXISTING WALL MOUNTED LIGHT

FIXTURE.

REMOVE AND STORE FOR REINSTALLATION EXISTING WALL MOUNTED SIGNAGE.

REMOVE AND STORE FOR REINSTALLATION EXISTING METAL ROOF ACCESS LADDER.

REMOVE VINYL SHINGLE SIDING AND 2"± COMPOSITE INSULATION BOARD (1/2" OSB SHEATHING

AND 1-1/2" RIGID INSULATION) MECHANICALLY FASTENED TO EXISTING MASONRY WALL.

REMOVE VINYL CORNER TRIM BOARD.

REMOVE VINYL WINDOW AND DOOR CASING/TRIM.

REMOVE PVC SKIRT BOARD.

GENERAL SHEET NOTES

C4 FIRST FLOOR PLAN

'-4

172'-4"±

50'-11 5/8"± 97'-0 3/8"± 24'-4"±

8'-0 3/8"± 7'-11"± 15'-0"± 15'-6"± 15'-0"± 35'-7"±

'-8

'-4

'-0

'-4

50'-0"± 93'-4"± 29'-0"±

22'-4 3/8"± 15'-0"± 14'-6"± 15'-0"± 8'-6"± 8'-0"±8'-4"±

1'-7 5/8"±

19'-8"±30'-4"±

8'- 8"

6'- 0"

'-0

7'- 6"

3'- 0"

'-4

'-0

2'- 6"

3'-0"±

F5 A-201

C5 A-201

A2 A-201 D2

A-201

111111222

4 444

1 1 1 1

2 12

117 122

A5 A-201

A8 A-201

D5 A-201

OFFICE

MEDICAL

ROOM

EXERCISE

TOILET

STORAGE

TOILET

STORAGE

STAIR

HALL/

CORR

TOILET

BEDROOM

STORAGE

CLOSET

121A

TOILET

STORAGE

LAUNDRY

ROOM

BOILER

FURNACE

TOILET

LOUNGE

CORRIDOR

BEDROOM

TOILET

STAIR 2

CLOSET

139A

STAIR 1

CLOSET

TOILET

LOBBY

VESTIBULE

OFFICE

STORAGE

DRY

STORAGE

GALLEY

DINING AREA

ENTRY

1 1

1 1 11

2 3 2 3 2 3 2 3 2 3

2 3

2 32 32 3

2 3

7 3

7 3 7 3

2 3

2 3 2 3

2 3

100100 100200 200200

NORTH

PLAN

TRUE N

ROOM

SERVER

LOCKER RM

MORALE

BEDROOM

SPRINKLER

FIRE

REFRIGERATOR

FREEZER

106A

EXIST MTL FENCE

EXIST MECH UNIT

&R B

M E

BARRACKS/

GALLEY

BUILDING

A-101

3A -1

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

GRAPHIC SCALE

0 8'4' 16'

CHECK GRAPHIC SCALE BEFORE USING

1/8" = 1'-0"

GENERAL SHEET NOTES

1. VERIFY IN FIELD EXISTING CONDITIONS.

2. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

3. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

4. SEE SHEETS A-201 AND A-202 FOR WALL MOUNTED ITEMS THAT WILL BE REMOVED AND

REINSTALLED.

5. REFER TO SHEET A-601 FOR DOOR SCHEDULE, DOOR TYPES, DOOR FRAME TYPES, AND

DETAILS.

6. REFER TO SHEET A-601 FOR WINDOW TYPES.

SHEET KEYNOTES

BASE BID KEYNOTES

DOUBLE-HUNG, HURRICANE RATED, ALUMINUM CLAD, WOOD WINDOW. VERIFY ROUGH

OPENING SIZE IN FIELD.

INTERIOR WOOD WINDOW TRIM AND WINDOW STOOL. PAINT TO MATCH EXISTING.

WINDOW MINI BLIND. VERIFY WINDOW OPENING IN FIELD.

INSULATED HOLLOW METAL DOOR, HOLLOW METAL FRAME, AND HARDWARE.

ALUMINUM STOREFRONT ENTRANCE SYSTEM, ALUMINUM DOOR, AND HARDWARE.

INSULATED HOLLOW METAL DOOR AND DOOR HARDWARE IN EXISTING HOLLOW METAL DOOR

FRAME. PREP AND PAINT EXISTING DOOR FRAME.

REINSTALL EXISTING STAINED, WOOD TRIM/WINDOW OPENING INFILL TO MATCH EXISTING.

REFINISH AS REQUIRED TO MATCH EXISTING FINISH.

OPTION BID ITEMS #1A

SELF-ADHERED WEATHER BARRIER, EXTERIOR VINYL SHINGLE SIDING, VINYL CORNER

BOARDS, VINYL WINDOW TRIM, AND PVC SKIRT BOARD. REFER TO SHEET A-501 FOR WALL

DETAILS.

OPTION BID ITEMS #1B

SELF-ADHERED WEATHER BARRIER, EXTERIOR FIBER-CEMENT SHINGLE SIDING, PVC

CORNER BOARDS, PVC WINDOW AND DOOR CASING/TRIM, AND PVC SKIRT BOARD. REFER TO

SHEET A-501 FOR WALL DETAILS.

C4 SECOND FLOOR PLAN

C5 A-201

A2 A-201 49

'-6

11111

111111

4 4

444 4

122'-4"±

98'-0"± 24'-4"±

9'-0"± 7'-11"± 15'-0"± 15'-6"± 15'-0"± 35'-7"±

'-8

'-4

'-0

'-4

93'-4"± 29'-0"±

22'-4 3/8"± 15'-0"± 14'-6"± 15'-0"± 8'-6"± 8'-0"±8'-4"±

1'-7 5/8"±

F5 A-201

D2 A-201

'-4

8'- 8"

'-1 0"

'-0

3'- 0"

'-1 0"

A5 A-201

A8 A-201

TOILET

BEDROOM

ROOM

EQUIPMENT

STAIR 1

STAIR 2

STORAGE

TOILET

CORR

ROOM

EXERCISE

TOILET

228 TOILET

OFFICE

CORRIDOR

11 111 1

1 1 11

2 3 2 3 2 3 2 3 2 3

2 3

2 32 32 3

2 3

2 32 3

12 3

2 3 2 3

1 1

2 32 3

2 3

100 100

200200

NORTH

PLAN

TRUE N

KITCHENETTE

LOUNGE

UPH

SOLICITATION NO.: CONTRACT NO.:

&R B

M E

BARRACKS/

GALLEY

BUILDING

A-102

3A -1

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GRAPHIC SCALE

0 8'4' 16'

CHECK GRAPHIC SCALE BEFORE USING

1/8" = 1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES##

1. VERIFY IN FIELD EXISTING CONDITIONS.

2. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

3. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

4. SEE SHEETS A-200 AND A-202 FOR WALL MOUNTED ITEMS THAT WILL BE REMOVED AND

REINSTALLED.

5. REFER TO SHEET A-601 FOR DOOR SCHEDULE, DOOR TYPES, DOOR FRAME TYPES, AND

DETAILS.

6. REFER TO SHEET A-601 FOR WINDOW TYPES.

BASE BID KEYNOTES

DOUBLE-HUNG, HURRICANE RATED, ALUMINUM CLAD, WOOD WINDOW. VERIFY ROUGH

OPENING SIZE IN FIELD.

INTERIOR WOOD WINDOW TRIM AND WINDOW STOOL. PAINT TO MATCH EXISTING.

WINDOW MINI BLIND. VERIFY WINDOW OPENING IN FIELD.

INSULATED HOLLOW METAL DOOR, HOLLOW METAL FRAME, AND HARDWARE.

REATTACH EXISTING VINYL SIDING BELOW SECOND FLOOR WINDOW.

OPTION BID ITEMS #1A

SELF-ADHERED WEATHER BARRIER, EXTERIOR VINYL SHINGLE SIDING, VINYL CORNER

BOARDS, VINYL WINDOW TRIM, AND PVC SKIRT BOARD. REFER TO SHEET A-501 FOR WALL

DETAILS.

OPTION BID ITEMS #1B

SELF-ADHERED WEATHER BARRIER, EXTERIOR FIBER-CEMENT SHINGLE SIDING, PVC

CORNER BOARDS, PVC WINDOW AND DOOR CASING/TRIM, AND PVC SKIRT BOARD. REFER TO

SHEET A-501 FOR WALL DETAILS.

D4 ROOF PLAN

'-4

172'-4"±

50'-11 5/8"± 97'-0 3/8"± 24'-4"±

8'-2 3/8"± 7'-9"± 15'-0"± 15'-6"± 15'-0"± 35'-7"±

'-8

'-4

'-0

'-4

50'-0"± 93'-4"± 29'-0"±

22'-4 3/8"± 15'-0"± 14'-6"± 15'-0"± 8'-4"± 8'-2"±8'-4"±

1'-7 5/8"±

19'-8"±30'-4"±

8'- 8"

'-0

7'- 6"

3'- 0"

'-4

'-0

2'- 6"

3'-0"±

'-1

3 3

4 6

4 7

(TYP)

9 9

NORTH

PLAN

TRUE N

B1 A-501

(SIM)

B1 A-501

(SIM)

F1 A-501

(TYP)

F1 A-501

(TYP)

B1 A-501

(SIM)

A-501(SIM)

B1 A-501

(TYP)

B1 A-501

(TYP)

B1 A-501

(TYP)

F1,D1 A-501

(TYP)

F1,D1 A-501

(TYP)

B1 TYPICAL ROOF SYSTEM DETAIL

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

FULLY ADHERED TPO

ROOF MEMBRANE

1/2" HIGH-DENSITY POLY

ISO COVER BOARD

BASE LAYER, 1" RIGID

ROOF INSUL

VAPOR BARRIER

EXIST MTL ROOF

DECK

1/4" GLASS-MAT GYPSUM

SUBSTRATE BOARD

TAPERED RIGID ROOF

INSUL

SLOPE

1/4"/1'-0"

A1 TYP MECH EQUIPMENT CURB DETAIL

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

B2 TYPICAL VENT PIPE FLASHING DETAIL

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

A2 TYPICAL ROOF DRAIN DETAIL

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

TYP ROOF SYS, SEE

DETAIL B1/A-120

CONT SEALANT

PRE-MOLDED

MEMBRANE FLASHING

BOOT

EXIST 3-1/2"± DIA PLUMB

VENT PIPE

WATER CUTOFF

MASTIC

CLAMPING RING

TYP ROOF SYS, SEE

DETAIL B1/A-120

CONT SEALANT

EXIST EQUIP CURB

FASTENER & PLATE PER

ROOFING MFR'S

RECOMMENDATION

TPO MEMBRANE

FLASHING

REINSTALL EXIST MECH

EXHAUST FAN

EXIST MTL SUPPORT

ANGLE

2'-0" 2'-0"

EXIST ROOF DRAIN

PROVIDE 1'-0"± DIA ROOF

DRAIN COVER TO MATCH

EXIST

EXIST CLAP RING &

MTL ANGLE

2x WD BLOCKING

EXIST 4"± DIA ROOF

DRAIN LEADER

TYP ROOF SYS, SEE

DETAIL B1/A-120

EXIST MTL ANGLE

RIGID INSUL CANT B5 TYPICAL ROOF EDGE DETAIL

SCALE: 3"=1'-0"

TYP ROOF SYS, SEE

DETAIL B1/A-120

WOOD BLOCKING

W/ PLYWD FILLER

CONT SEALANT

EXIST CONC

2x12 PT WD

MTL FASCIA &

MTL CLEAT

1'- 0"

8" 4"

SLOPE

1/4"/1'-0"

B7 TYPICAL PARAPET ROOF EDGE DETAIL

SCALE: 3"=1'-0"

SLOPE

1/4"/1'-0"

1'- 0"

8" 4"

TYP ROOF SYS, SEE

DETAIL B1/A-120

WOOD BLOCKING

W/ PLYWD FILLER

CONT SEALANT

EXIST CMU

MTL FASCIA &

MTL CLEAT

TPO FLASHING

& LAP SEALANT

(2) 2x12 PT WD

MTL FASCIA &

MTL CLEAT

EXIST VINYL

BLOCKING

SIDING

EXIST VINYL

SIDING

BLOCKING

BEAM

MTL FASCIA &

MTL CLEAT

TPO FLASHING

& LAP SEALANT

TPO MEMBRANE

&R B

M E

BARRACKS/

GALLEY

BUILDING

A-120

3A -1

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

GRAPHIC SCALES

0 8'4' 16'

CHECK GRAPHIC SCALES BEFORE USING

1/8" = 1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

BASE BID KEYNOTES

FULLY ADHERED TPO ROOF MEMBRANE WITH 1/2" HIGH-DENSITY POLYISO FOAM COVER

BOARD, TAPERED RIGID POLYISO ROOF INSULATION (1/4" PER FOOT), POLYISO RIGID ROOF

BASE INSULATION, VAPOR BARRIER, AND 1/4" GLASS-MAT GYPSUM SUBSTRATE BOARD OVER

EXISTING METAL ROOF DECK/STRUCTURE. SEE DETAIL B1/A-120.

FULLY ADHERED TPO ROOF MEMBRANE WITH 1/2" HIGH-DENSITY POLYISO FOAM COVER

BOARD, RIGID POLYISO ROOF INSULATION, VAPOR BARRIER, AND 1/4" GLASS-MAT GYPSUM

SUBSTRATE BOARD OVER EXISTING SLOPED METAL ROOF DECK/STRUCTURE. SEE DETAIL

B1/AE120 (SIMILAR).

6" WIDE x 5" DEEP, METAL (K-STYLE PROFILE) GUTTER WITH CONTINUOUS LEAF SCREEN AND 2"x 3" RECTANGULAR METAL DOWNSPOUT WITH FASTENER STRAPS AT 8'-0" ON-CENTER. SEE

DETAIL F1/A-501.

METAL ROOF EDGE FASCIA SYSTEM. SEE DETAILS B5/A-120 AND B7/A-120.

TPO ROOF DRAIN FLASHING AND ROOF DRAIN INSERT AT EXISTING ROOF DRAIN LEADER. SEE

DETAIL A2/A-120.

TPO WALL FLASHING AND CONTINUOUS STAINLESS STEEL TERMINATION BAR. SEE DETAIL

D1/A-501.

TPO ROOF SCUPPER FLASHING AND METAL DRIP EDGE. SEE DETAIL A1/A-501.

MEMBRANE WALKWAY PADS.

TPO FLASHING AT EXISTING PLUMBING VENT PIPE. SEE DETAIL B2/A-120.

TPO MEMBRANE FLASHING AT EXISTING MECHANICAL EQUIPMENT CURB. SEE DETAIL

A1/A-120.

1' 2'0 6" 1-1/2" = 1'-0"

1. ITEMS ON THIS SHEET ARE EXISTING UNLESS NOTED OTHERWISE.

2. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

3. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

4. MAINTAIN AND PROTECT UTILITY CONDUITS AND ROOF TOP EQUIPMENT DURING

CONSTRUCTION.

5. THE ROOF ELEVATION OVER THE BEDROOM PORTION OF THE BUILDING IS APPROXIMATELY 24'-0"

ABOVE GRADE. THE ROOF ELEVATION OVER THE GALLEY AND DINING ROOM ROOF IS

APPROXIMATELY15'-0"ABOVE GRADE.

6"0 3" 1' 3" = 1'-0"

F5 SOUTH ELEVATION

D5 PARTIAL EAST ELEVATION

SCALE: 1/8"=1'-0"D2 EAST ELEVATION

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

C5 NORTH ELEVATION

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

A2 WEST ELEVATION

SCALE: 1/8"=1'-0" A5 PARTIAL WEST ELEVATION

SCALE: 1/8"=1'-0" A8 PARTIAL WEST ELEVATION

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

'-4

'-0

'-4

8'-

'-4

'-0

'-4

2'- 5"

'-4

'-0

'-4

8'-

'-4

'-0

'-4

8'-

'-4

111 139

120 112

1111 1 1 1

1 1 311

1 1 1 1 1 1 2

57 5 5

2 4 554

4 5 5 4 4 4

6 121

111 11 1 1

14 2

45 5 45

1 11 1 1 4554

1 1 1

111 1 1

1 1

5 6 7

1 1 1

1 1 1 1

1 3

2 2

4 4 4

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

EXIST MTL WALL

PANEL WINDOW INFILL

EXIST MTL WALL

PANEL WINDOW INFILL

EXIST MTL LOUVER EXIST MTL LOUVER

EXIST MTL LOUVER

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST PLUMB

VENT (TYP)

EXIST PLUMB

VENT (TYP)

EXIST PLUMB

VENT (TYP)

EXIST WALL MOUNTED

SIGNAGE (TYP)

EXIST WALL MOUNTED

SIGNAGE (TYP)

&R B

M E

BARRACKS/

GALLEY

BUILDING

A-201

3A -2

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

GRAPHIC SCALE

0 8'4' 16'

CHECK GRAPHIC SCALE BEFORE USING

1/8" = 1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

BASE BID KEYNOTES

DOUBLE-HUNG, HURRICANE RATED, ALUMINUM CLAD, WOOD WINDOW. VERIFY IN FIELD ROUGH

OPENING SIZE.

INSULATED HOLLOW METAL DOOR, HOLLOW METAL FRAME, AND HARDWARE.

ALUMINUM STOREFRONT ENTRY SYSTEM, ALUMINUM DOOR, AND HARDWARE.

METAL ROOF EDGE FASCIA SYSTEM WITH WOOD BLOCKING AS REQUIRED.

6" WIDE x 5" DEEP, METAL (K-STYLE PROFILE) GUTTER WITH CONTINUOUS LEAF SCREEN AND 2"x 3"

RECTANGULAR METAL DOWNSPOUT WITH FASTENER STRAPS AT 8'-0" ON-CENTER.

INSULATED HOLLOW METAL DOOR AND DOOR HARDWARE IN EXISTING HOLLOW METAL DOOR FRAME.

PREP AND PAINT EXISTING DOOR FRAME.

REATTACH EXISTING VINYL SIDING BELOW SECOND FLOOR WINDOW AT PARTIAL EAST ELEVATION.

SCUPPER FLASHING AND SCUPPER BOX.

1. VERIFY IN FIELD EXISTING CONDITIONS.

2. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

3. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

4. REFER TO SHEET A-601 FOR DOOR SCHEDULE, DOOR TYPES, DOOR FRAME TYPES, AND DETAILS.

5. REFER TO SHEET A-601 FOR WINDOW TYPES.

6. EXISTING FENCE AND MECHANICAL UNIT AT EAST ELEVATION NOT SHOWN FOR CLARITY.

F5 SOUTH ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

D5 PARTIAL EAST ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

SCALE: 1/8"=1'-0"D2 EAST ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

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

C5 NORTH ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

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

A2 WEST ELEVATION - OPTION BID ITEM (OBI #1A & #1B)

SCALE: 1/8"=1'-0" A5 OPTION BID ITEM (OBI #1A & #1B)

PARTIAL WEST ELEVATION -

SCALE: 1/8"=1'-0" A8 OPTION BID ITEM (OBI #1A & #1B)

PARTIAL WEST ELEVATION -

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

(TYP)

EXIST MTL LOUVER EXIST MTL LOUVER

EXIST MTL LOUVER

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST ROOF TOP

MECH EQUIP

EXIST PLUMB

VENT (TYP)

EXIST PLUMB

VENT (TYP)

EXIST PLUMB

VENT (TYP)

(TYP)

(TYP) (TYP)

1 2

2 1 2

1 2

1 2 1 2

1 21 2

1 2

5 5

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

FIRST FLOOR

ELEV = 24.00'±

SECOND FLOOR

ELEV = 34.00'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

FIRST FLOOR

ELEV = 26.50'±

SECOND FLOOR

ELEV = 36.50'±

'-4

'-0

'-4

8'-

'-4

'-9

'-0

'-4

'-0

'-4

8'-

'-4

'-0

'-4

'-0

'-4

8'-

'-4

120 112

222 1

1 1

11 1

6 7

2 2

4 4 4

172'-6"±

53'-2"±

6'-1"± 7'-7"±

'-4

53'-10"±

8'-10"± 8'-10"± 10'-0"±10'-4"±

53'-4"±

40'-6"±

172'-6"±

1 1

&R B

M E

BARRACKS/

GALLEY

BUILDING

A-202

3A -2

W G

, S

K, R I 0

D M

, B

, M

) 2

-0

9, US COAST GUARD

CIVIL ENGINEERING

N/A N/A

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

SOLICITATION NO.: CONTRACT NO.:

GRAPHIC SCALE

0 8'4' 16'

CHECK GRAPHIC SCALE BEFORE USING

1/8" = 1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

OPTION BID ITEMS KEYNOTES

OPTION BID ITEM #1A SELF-ADHERED WEATHER BARRIER, EXTERIOR VINYL SHINGLE SIDING, VINYL CORNER BOARDS, VINYL WINDOW TRIM, AND CELLULAR PVC SKIRT BOARD. REFER TO SHEET A-501

FOR WALL DETAILS.

OPTION BID ITEM #1B SELF-ADHERED WEATHER BARRIER, EXTERIOR FIBER-CEMENT SHINGLE SIDING, CELLULAR PVC CORNER BOARDS, CELLULAR PVC WINDOW AND DOOR CASING/TRIM, AND CELLULAR

PVC SKIRT BOARD. REFER TO SHEET A-501 FOR WALL DETAILS.

RECONNECT EXISTING SECURITY CAMERA, CONDUIT, AND JUNCTION BOX.

RECONNECT AND REINSTALL EXISTING WALL MOUNTED LIGHT FIXTURE.

REINSTALL EXISTING WALL MOUNTED SIGNAGE.

PREP, PAINT AND REINSTALL EXISTING METAL ROOF ACCESS LADDER.

1. VERIFY IN FIELD EXISTING CONDITIONS.

2. REFER TO ELEVATIONS ON SHEET A-201 FOR WORK PERFORMED UNDER BASE BID.

3. REFER TO SHEET G-002 FOR ADDITIONAL GENERAL REMOVALS NOTES.

4. THE CONTRACTOR MUST MAINTAIN BUILDING SECURITY, ACCESS AND INTERIOR INTEGRITY

THROUGHOUT THE PROJECT.

5. REFER TO SHEET A-601 FOR DOOR SCHEDULE, DOOR TYPES, DOOR FRAME TYPES, AND DETAILS.

6. REFER TO SHEET A-601 FOR WINDOW TYPES.

7. EXISTING FENCE AND MECHANICAL UNIT AT EAST ELEVATION NOT SHOWN FOR CLARITY.

F1 TYP ROOF EDGE DETAIL - BASE BID

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

D1 TYP WALL FLASHING DETAIL - BASE BID

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

8" (M

EXIST BRICK & CMU WALL

EXIST CONC BEAM

EXIST VINYL SIDING

EXIST RIGID INSUL &

OSB SHEATHING

EXIST VINYL "J" CHANNEL

PNT EXPOSED BLOCKING

TO MATCH FLASHING

SLOPE

1/4"/1'-0"

TYP ROOF SYS, SEE

DETAIL B1/A-120

TYP ROOF SYS, SEE

DETAIL B1/A-120

EXIST BRICK & CMU WALL

EXIST RIGID INSUL &

OSB SHEATHING

EXIST VINYL SIDING

CONT MTL TERMINATION

BAR & FASTNERS

TPO MEMBRANE FLASHING

CONT SEALANT

FASTENER & PLATE PER ROOFING

MFR'S RECOMMENDATION

1/4" HIGH-DENSITY FOAM COVER BOARD

SLOPE

1/4"/1'-0"

TYP ROOF SYS, SEE

DETAIL B1/A-120SLOPE

1/4"/1'-0"

TYP ROOF SYS, SEE

DETAIL B1/A-120

F6 TYP ROOF EDGE DETAIL - OBI #1B

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

EXIST BRICK & CMU WALL

EXIST CONC BEAM

CONT SEALANT

EXIST RIGID INSUL &

OSB SHEATHING

5/4 x 6 CELLULAR PVC TRIM BOARD

PNT EXPOSED BLOCKING

TO MATCH FLASHING

FIBER-CEMENT SIDING

SELF-ADHERED WEATHER BARRIER

E6 TYP WALL SECTION DETAIL - OBI #1B

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

FIBER-CEMENT SHINGLE SIDING

TO MATCH…

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File details come from the government source that posted it. Updated Aug 18, 2026.