105_AE202_R1_AMENDMENT 008.pdf

FIRST FLOOR

ELEV=10.30'

FIRST FLOOR MEZZANINE

ELEV=20.86'

ROOF

ELEV=69.63'

SECOND FLOOR

ELEV=39.64'

BOTTOM OF TRUSS

ELEV=56.80'

A1

AE221

C1

AE222

111111111

EXISTING ASPHALT

SHINGLE ROOFING

EXISTING HISTORIC BRICK

MASONRY EXTERIOR WALL

SYSTEM (TYP)

60W2B 60W2E 60W2F 60W2G 60W2H 60W2I 60W2J

60W1H60W1G60W1F 60W1I

60W1D

60W1C60W1B 60W1E60W1A

101A

EXISTING MEMBRANE

ROOFING

EXISTING SNOW

GUARDS, TYP

EXISTING SNOW

GUARDS, TYP

'-1

0"

'-2

'-9

'-7

60W2A 60W2C 60W2D

EXISTING

BOLLARDS, TYP

1 1 1

EXISTING CANOPYEXISTING CANOPY

EXISTING STAIR

TO REMAIN

55555 5 5 5 5 5

EXISTING CONCRETE

FOUNDATION WALL

4 4 4 4 4

6 6 6 6

5 5

FIRST FLOOR

ELEV=10.30'

FIRST FLOOR MEZZANINE

ELEV=20.86'

ROOF

ELEV=69.63'

SECOND FLOOR

ELEV=39.64'

BOTTOM OF TRUSS

ELEV=56.80'

C1

AE221

1 1

EXISTING HISTORIC

BRICK MASONRY

EXTERIOR WALL

SYSTEM (TYP)

60S2C

60S1C 60S1A

60S3A 60S3B

C1

AE223

60S1B

60S2B60S2A

'-7

'-9

'-2

'-1

0"

42 1

ROOF LINE (BEYOND)

EXIST STEAM LINES,

SEE MECH SHEETS

SATISFACTORY TO DATE

APPROVED

FOR COMMANDER NAVFAC

SEAL

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NAVFAC DRAWING NO.

DESIGNER

DRAWN BY

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EPROJECT NO.:

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DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

FEAD/PM&E

FIRE PROTECTION

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AE202

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SCALE: 1/8" = 1'-0" (AE102)

C1

WEST ELEVATION

SCALE: 1/8" = 1'-0" (AE102)

A1

SOUTH ELEVATION

MATCH LINE

C1

AE202

A1

AE202

GENERAL NOTES

APPROXIMATE MASONRY

RESTORATION QUANTITIES

REPAIR HISTORIC WOOD WINDOW/DOOR, SEE RESTORATION SCHEDULE ON SHEET AE622.

ELECTRICAL PENETRATION, SEE ELECTRICAL SHEETS.

MECHANICAL PENETRATION, SEE MECHANICAL SHEETS.

PLUMBING PENETRATION, SEE PLUMBING SHEETS.

LIGHTNING PROTECTION TERMINAL AND CONDUCTOR, SEE DETAILS A1/AE522 AND B5/AE522

AND ELECTRICAL SHEETS.

LIGHT FIXTURE, SEE ELECTRICAL SHEETS.

REPOINTING

PENETRATION PATCH (<1")

PENETRATION PATCH (1-1/2")

CRACK REPAIR

200 LF

30 LOCATIONS

10 LOCATIONS

30 LF

NOTE:

PRIOR TO START OF WORK COORDINATE FINAL REPAIR LOCATIONS WITH

CONTRACTING OFFICER IN FIELD.

(TOTAL FOR

SHEETS

AE202-AE204)

PLAN

NORTH

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES

1. SEE SHEET AE601 FOR DOOR SCHEDULE.

2. SEE SHEET AE622 FOR WINDOW AND DOOR RESTORATION SCHEDULE.

3. SEE SHEET AE205 FOR MASONRY REPAIR DETAILS.

4. MASONRY REPOINTING AND REPAIRS MUST BE IN ACCORDANCE WITH NATIONAL

PARK SERVICE TECHNICAL PRESERVATION SERVICES BRIEF 2. FOR REPOINTING

MASONRY, ANALYZE EXISTING ORIGINAL MORTAR BEFORE REPOINTING TO PROVIDE

ACCURATE MATCH. MOCK-UP APPROVAL IS REQUIRED PRIOR TO REPOINTING WORK

TO REVIEW CONFORMANCE IN MATCHING THE PHYSICAL CHARACTERISTICS OF THE

MASONRY AND MORTAR. MOCK-UP WILL ALSO REVIEW THE REPOINTING STYLE AND

TOOLING METHODS USED TO REMOVE THE MORTAR. MOCK-UP TO BE RETAINED FOR

THE DURATION OF THE PROJECT. SEE SPECIFICATION SECTION 04 01 00.91 22 FOR

ADDITIONAL MOCK-UP INFORMATION. SEE SHEET G-004A FOR GENERAL MASONRY

CLEANING/REPAIR/REPOINTING NOTES.

5. SEE STRUCTURAL SHEETS FOR INTERIOR CRACK REPAIR WORK.

6. PATCH HOLES LEFT BY FASTENERS AT REMOVED UTILITIES, WINDOW

GRATES/GRILLES, ETC. COORDINATE WITH REMOVALS SHEETS.

7. WINDOW SASH REPLACEMENT/REPAIR: SALVAGE REMOVED SASHES FOR THE

DURATION OF THE PROJECT. REMOVED SASHES MAY BE USED AS SOURCE MATERIAL

FOR OTHER REPLACEMENT AND REPAIR PIECES. ADDITIONAL WINDOW/SASH

MATERIAL (IN THE FORM OF ~20 STORED SASH UNITS) CAN BE USED FOR REPAIR

WORK AND CAN BE FOUND IN THE ATTIC. NOTE: EXISTING STORED SASHES ARE

PAINTED AND HEAVY METALS CONTAINING PAINT MUST BE MANAGED IF CONTRACTOR

CHOOSES TO USE FOR REPAIR WORK.

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