2023-12-19 West Bastion Dwgs 360-B1360-010.pdf

1. BUILDING 20 IS A CONTRIBUTING ELEMENT TO THE FORT MONROE NHL AND NRHP DISTRICTS. ALL WORK MUST BE DONE

IN ACCORDANCE WITH THE FORT MONROE HISTORIC PRESERVATION MANUAL AND DESIGN STANDARDS. THE WORK

SHALL ALSO COMPLY WITH THE SECRETARY OF THE INTERIOR’S STANDARDS FOR THE TREATMENT OF HISTORIC

PROPERTIES. ANY DEVIATIONS IN THE WORK FROM THESE CONTRACT DOCUMENTS MUST BE APPROVED BY THE

ARCHITECT AND THE FORT MONROE HISTORIC PRESERVATION OFFICER (FMHPO) PRIOR TO COMMENCING WITH THE

WORK IN QUESTION.

2. THESE DOCUMENTS REPRESENT THE CONDITIONS OF THE SITE AT THE TIME OF THEIR PREPARATION AND ARE BASED

ON FIELD OBSERVATIONS AND HISTORICAL DOCUMENTS PROVIDED BY THE FMHPO. THE FMA HAS MAINTAINED THESE

CONDITIONS TO THE GREATEST EXTENT POSSIBLE. ANY DISCREPANCY IN THE DOCUMENTS AND THE FIELD

CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT.

3. PRIOR TO COMMENCING WITH THE WORK, THE CONTRACTOR SHALL PHOTOGRAPHICALLY DOCUMENT THE EXISTING

CONDITIONS.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF COMPONENTS TO BE INCLUDED

IN THE WORK. DIMENSIONS PROVIDED ON THE CONTRACT DOCUMENTS ARE TO FACE OF MASONRY, HOWEVER, DUE TO

THE ROUGH FACE OF THE STONE MASONRY, THE DIMENSIONS ON THE CONTRACT DOCUMENTS MAY VARY SLIGHTLY.

5. THE LOCATION OF EXISTING UTILITIES PASSING THROUGH THE POSTERN GATE HAVE BEEN IDENTIFIED ON THE

DRAWINGS FROM A UTILITY SURVEY PROVIDED BY THE FMA AND MAY NOT ACCURATELY REPRESENT THE ACTUAL FIELD

CONDITIONS. THE CONTRACTOR SHALL REVIEW OWNER DOCUMENTS AND HAS THE RESPONSIBILITY TO VERIFY

LOCATIONS AND DEPTHS IN THE FIELD, AND TO COORDINATE NEW WORK WITH THE EXISTING UTILITIES.

6. TEMPORARY PROTECTION SHALL BE PROVIDED FOR THE TWO ARCHED OPENINGS TO THE CASEMATE MUSEUM.

TEMPORARY PROTECTION SHALL BE WEATHERPROOF AND PROVIDE A SECURE BARRIER TO PROTECT THE MUSEUM

AND ITS CONTENTS. CONSTRUCTION OF TEMPORARY PROTECTION SHALL BE SUCH THAT ITS ERECTION AND REMOVAL

DOES NOT DAMAGE THE HISTORIC BUILDING MATERIALS.

7. ANY DISRUPTION TO THE CASEMATE MUSEUM’S OPERATIONS SHALL BE COORDINATED WITH THE FMA AND MUSEUM

STAFF. AMPLE NOTICE OF THE DISRUPTION SHALL BE PROVIDED TO ALLOW THE MUSEUM TO ACCOMMODATE THE

WORK.

8. THE POSTERN GATE IS A PUBLIC PASSAGE AND TO THE GREATEST EXTENT POSSIBLE, EFFORTS SHALL BE MADE TO

RETAIN THE PASSAGEWAY AND SAFE PASSAGE OF THE PUBLIC DURING THE WORK. CLOSURE OF THE POSTERN GATE

FOR FINITE PERIODS OF TIME SHALL BE PERMITTED BUT MUST BE COORDINATED WELL IN ADVANCE WITH THE FMA.

9. A SECURE STORAGE LOCATION SHALL BE PROVIDED BY THE FMA WITHIN REASONABLE (WALKING) DISTANCE TO THE

SITE. HISTORIC MATERIALS THAT ARE REMOVED AND INTENDED TO BE REINSTALLED IN THE FINISHED WORK (E.G. THE

HISTORIC BRICK PAVERS) SHALL NOT BE REMOVED FROM THE SITE, BUT STORED IN A SECURE LOCATION. MATERIALS, WHETHER NEWLY PROVIDED OR EXISTING TO BE REMOVED, SHALL NOT BE STORED OR ALLOWED TO ACCUMULATE ON

THE SITE OR WITHIN THE POSTERN GATE PASSAGE.

10. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES, ORDINANCES AND REQUIREMENTS.

11. SEAL ALL PENETRATIONS THROUGH WALLS AND CEILINGS WITH APPROVED MATERIALS AS INDICATED.

PROJECT DESCRIPTION

THE INTENT OF THIS PROJECT IS TO SELECTIVELY REMOVE NON-HISTORIC AND NON-CHARACTER DEFINING PORTLAND

BASED MASONRY INFILL AT THE LOCATION OF TWO COMMUNICATION ARCHES BETWEEN WB1 AND WB9 WITHIN THE WEST

BASTION TUNNEL AND REPLACE THE NON- HISTORIC MASONRY WITH A CLEAR GLAZING SYSTEM TO ASSIST IN

INTERPRETING THE SPACE AS WOULD HAVE BEEN THE ORIGINAL INTENT. REMOVAL OF INAPPROPRIATE INSTITUTIONAL

CEILING LIGHTING AND ASSOCIATED CONDUIT FROM THE HISTORIC VIEWSHED AND PROVIDE FOR SUFFICIENT LIGHTING

FOR THE WEST BASTION TUNNEL IS ALSO INCLUDED. NEW LINEAR UP LIGHTING ADJACENT TO THE WALLS WITH NEW

CIRCUITRY SHALL BE PROVIDED HAVING THE CONDUIT CONCEALED BELOW THE NEW BRICK PAVERS. ALL EXTANT NON-

HISTORIC AND INAPPROPRIATE PAVERS WITHIN WB8 AND WB9 SHALL BE REMOVED THROUGHOUT THE PASSAGE. THE

PREVIOUSLY EXCAVATED PASSAGE WILL BE EXCAVATED TO A DEPTH TO PROVIDE FOR A NEW SETTING BED TO RE-LAY

APPROPRIATELY SIZED PAVERS IN A HERRINGBONE PATTERN WITHIN WB9 AND WB8 MATCHING THAT OF THE ORIGINAL.

THE WORK IS GENERALLY LIMITED TO THE POSTERN GATE TUNNEL. A LIMITED AMOUNT OF RESETTING BRICK PAVERS

WITHIN WB1, AN UNDERGROUND CONNECTION FOR ELECTRICITY FROM THE POSTERN GATE TO THE CASEMATE MUSEUM’S

SECURITY ROOM (WB3A), AND LIMITED WORK WITHIN THE SECURITY ROOM IS INCLUDED.

APPLICABLE CODES AND STANDARDS

VIRGINIA UNIFORM STATEWIDE BUILDING CODE, CONSISTING OF--

2018 VIRGINIA EXISTING BUILDING CODE

2018 VIRGINIA ENERGY CONSERVATION CODE

2022, REV 1 COMMONWEALTH OF OF VIRGINIA CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL, DATED

FEBRUARY 14, 2023

FORT MONROE HISTORIC PRESERVATION MANUAL & DESIGN STANDARDS AND REFERENCED DUCUMENTS THEREIN

USE GROUPS

ASSEMBLY GROUP A-3 MUSEUM

CONSTRUCTION TYPE

TYPE III-B (STONE MASONRY)

FIRE SUPPRESSION SYSTEM

NONE EXISTING, NONE PROPOSED

EXISTING BUILDING NOTES

1. BUILDING 20 IS A CONTRIBUTING ELEMENT TO THE FORT MONROE NATIONAL HISTORIC LANDMARK (NHL) AND

NATIONAL REGISTRY OF HISTORIC PLACES (NRHP) DISTRICTS.

2. THIS PROJECT IS A LEVEL 2 ALTERATION THAT ADDS TWO (2) NEW WINDOWS, REPAIRS EXTERIOR LIGHTING, AND

REPAIRS FLOOR FINISHES (PAVERS)

3. NO ALTERATIONS OR REPAIRS AFFECT THE EXISTING LEVEL OF FIRE PROTECTION OR MEANS OF EGRESS

4. NEW WINDOWS SHALL COMPLY WITH THE ENERGY CONSERVATION CODE (SEE BELOW)

5. NO NEW HABITABLE AND OCCUPIABLE SPACES ARE CREATED BY THIS PROJECT

6. NO ALTERATIONS TO MECHANICAL VENTILATION SYSTEMS ARE IN THE SCOPE OF THIS PROJECT

7. NO WORK TO STRUCTURAL ELEMENTS OR SYSTEMS ARE IN THE SCOPE OF THIS PROJECT

8. NO WORK TO ROOFS ARE IN THE SCOPE OF THIS PROJECT

ENERGY CONSERVATION NOTES

1. NEW WINDOWS SHALL COMPLY WITH MAXIUMUM U-FACTOR FOR FIXED FENESTRATIONS IN CLIMATE ZONE 4 OF 0.38

2. NEW WINDOWS WILL BE INSTALLED INSIDE A TUNNEL THAT IS INTEGRAL TO THE STONE FORT, LOCATED AT LEAST 20'

FROM THE TUNNEL OPENING. THEREFORE, THE ADJUSTED SOLAR HEAT GAIN COEFFICIENT MAXIMUM SHALL BE 0.58

STATE BUILDING CONSTRUCITON IN FLOODPLAIN

BUILDING 20 LIES WITHIN SPECIAL FLOOD HAZARD AREA (SFHA) ZONE X, HAVING AN ADJACENT FLOODWAY ZONE AE8.

BULDING 20 IS A CONTRIBUTING "HISTORIC STRUCTURE" AS DEFINED WITHIN THE NATIONAL FLOOD INSURANCE PROGRAM

(NFIP) AND THE 2018 VIRGINIA EXISTING BUILDING CODE (VEBC) AND, AS SUCH, THE WORK PROPOSED DOES NOT

CONSTITUTE A SUBSTANTIAL IMPROVEMENT. THE FORT MONROE HISTORIC PRESERVATION OFFICER (FMHPO), IN THEIR

APPICATOIN OF STIPULATION IV.B THROUGH IV.D OF THE BASE REALIGNMENT AND CLOSURE (BRAC) PROGRAMMATIC

AGREEMENT (PA), HAS MADE THE DETERMINATION AND THE VIRGINIA STATE HISTORIC PRESERVATION OFFICER (SHPO)

HAS CONCURRED THAT THE PROPOSED REPAIR OR REHABILITATON WILL NOT PRECLUDE THE STRUCTURE'S CONTINUED

DESIGNATION AS A HISTORIC BUILDING AFTER THE WORK IS COMPLETE.

GROUND DISTURBANCE

THE CONTRACTOR SHAL SUBMIT A PROJECT SCREENING FORM (PSF)AND GROUND DISTURBANCE PERMIT (GDP) TO THE

FORT MONROE AUTHORITY (FMA) VIA EMAIL TO: PROJECTREVIEW@FORTMONROE.ORG. THE CONTRACTOR IS REQUIRED

TO PROVIDE ALL REQUESTED AND NECESSARY INFORMATON AS INDICATEED ON THE PSF AND GDP.

THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" AT 1-800-552-7001 OR 811 A MINIMUM OF 72 HOURS IN ADVANCE OF ANY

EXCAVATION AND PROVIDE THE TICKET NUMBER(S) TO THE FMA PRIOR TO EXCAVATION. ANY DAMAGE TO EXISTING

UTILITIES WILL BE REPAIRED BY THE UTILITY OWNER AT THE CONTRACTOR'S EXPENSE. THE CONTRATOR SHALL TAKE ALL

NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES.

POSTERN

GATE

CASEMATE

MUSEUM

SECURITY

MOAT SIDE

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PUB

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PUBLIC PEDESTRIAN WAY

BUILDING 20 AND WEST

BASTION PROJECT SITE,

REFER TO SITE MAP

PARADE SIDE

WB3 WB2 WB1 WB9 WB8

WB3A

LOCATION MAP SITE MAP

FORT MONROE

HAMPTON ROADS BRIDGE TUNNEL

HAMPTON,

VIRGINIA

NORFOLK,

VIRGINIA

HWY 64

HWY 64

FORT MONROE/

PHOEBUS EXIT 268

PROJECT SITE

BUILDING 20 AND

WEST BASTION

INNER

FORT

VEHICLE ENTRANCE TO

INNER FORT, MAX

VEHICLE HEIGHT 12'-3",

WIDTH 10'-0", 20 TONS

BUILDING 21 AND

SOUTH BASTION

HANBURY

COPYRIGHT © 2021

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COVER SHEET, PROJECT

DATA AND DRAWING

INDEX

G001

GENERAL NOTES

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

G001 COVER SHEET, PROJECT DATA AND DRAWING

INDEX

A101 FLOOR PLAN - DEMOLITION AND NEW WORK

A102 ARCHITECTURAL LIGHTING PLAN

A401 ENLARGED PLANS

WEST BASTION VISITOR EXPERIENCE

ENHANCEMENT PROJECT

FORT MONROE

FORT MONROE, VIRGINIA

OWNER

FORT MONROE AUTHORITY

20 INGALLS ROAD

FORT MONROE, VA 23651

ARCHITECT

HANBURY

120 ATLANTIC STREET

NORFOLK, VA 23510

(757) 321.9600

MECHANICAL, ELECTRICAL,

AND PLUMBING ENGINEER

VANSANT & GUSLER

CONSULTING ENGINEERS

6330 NEWTOWN ROAD

SUITE 400

NORFOLK, VA 23502

(757) 461.6757

PROJECT INFORMATION

PHOTOGRAPH KEY PLAN

PHOTO 1 PHOTO 2

PHOTO 3 PHOTO 4

PHOTO 5 PHOTO 6

PHOTO 7 PHOTO 8 PHOTO 9

WB1 PARADE SIDE WB1 MOAT SIDE

WB9 MOAT SIDEWB9 PARADE SIDE

ENTRY TO WB9 WB9 PARADE SIDE

WB8 LOOKING INTO WB9 WB8 AT TUNNEL ENTRY WB8 CEILING

PHASE: ISSUED FOR BID

DATE: DECEMBER 1, 2023

A401

B1

3300.02

3300.03

3300.04

SECURITY

CASEMATE

MUSEUM

POSTERN

GATE

2600.16

0420.03

LIMIT OF

PAVER WORK

EDGE OF INVERTED BRICK

ARCH BELOW PAVERS

0472.010420.01

EXISTING STONE

WALL, TYPICAL

MOAT

MOAT

EXISTING BRIDGE

3300.01

2600.09 TYPICAL

2600.15

2600.07

2600.07

0851.01

0851.01

LIMIT OF PAVER WORK

LIMIT OF

PAVER WORK

SEE SHEET A102 FOR

ELECTRICAL WORK

WB3 WB2 WB1 WB9

WB8

WB3A

MOAT SIDE

PARADE SIDE

3300.02

3300.03

3300.01

3300.04

3300.05

0241.01

0241.03

0241.06

SECURITY

CASEMATE

MUSEUM

POSTERN

GATE

0241.02

0241.02

0241.04

0241.04

0241.11

0241.07

0241.08

0241.09

TIME CLOCK

T C

0241.11

0241.05

0241.05

LIMIT OF DEMOLITION WORK

INDICATED BY DASH LINES

EXISTING BRICK SIDEWALK

0241.10

0420.06

0401.02

0401.02

3300.07

3300.06

0241.12

0241.13

WB3 WB2 WB1

WB9

WB8

WB3A

MOAT SIDE

PARADE SIDE

+/- 16' - 1 1/4" +/- 5' - 0" +/- 16' - 1" +/- 15' - 5 5/8"

4' /2

/4

/2

4' /4

+/- 53' - 4 7/8"

+/- 5' - 0"

+/- 18' - 5 1/8"

2'

3' - 2"

+/- 207 SF

COMBINED

REPAIR AREAS

1324 SF

+/- TUNNEL

PAVER AREA

NOTE: SEE GENERAL NOTE 4,

SHEET G001, REGARDING ALL

EXISTING DIMENSIONS

HANBURY

COPYRIGHT © 2021

DRAWN BY:

CHECKED BY:

PROJECT NO:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51

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REVISED12/19/2023N/A

12/19/2023

/1 9/ :2 1:

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20027.02

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FLOOR PLAN -

DEMOLITION AND NEW

WORK

A101

1/8" = 1'-0"C1

FLOOR PLAN

1/8" = 1'-0"A1

DEMOLITION PLAN

WORK NOTES

NUMBER DESCRIPTION

0241.01 REMOVE BRICK BORDER AND FIELD PAVERS TO EXPOSE EXISTING UNDERGROUND

CONDUIT (SEE NOTE 0241.06), ENLARGE TRENCH TO ADD A SECOND CONDUIT, SEE SHEET

A102

0241.02 REMOVE CEILING MOUNTED LIGHTING FIXTURES AND WALL MOUNTED CONVENIENCE

OUTLETS AND ASSOCIATED CONDUIT, STRAPS, FASTENERS AND ANCHORS

0241.03 REMOVE CONDUIT ASSOCIATED WITH POSTERN GATE LIGHTING AND OUTLETS WITHIN

SECURITY ROOM, INCLUDING THROUGH WALL PENETRATION, PREPARE PENETRATION FOR

NEW CONDUIT

0241.04 REMOVE NON-HISTORIC MASONRY WALL INFILL (2 WYTHES THICK), USE HAND TOOLS IN THE

AREA OF ELECTRICAL CONDUIT LOCATION INDICATED

0241.05 REMOVE PAVERS, SUBSTRATE AND FILL AS NEEDED TO EXPOSE THE ENTIRETY OF THE

BRICK INFILL TO BE REMOVED AND THE INTRADOS OF THE INVERTED ARCH, USE HAND

TOOLS, SEE "WINDOW OPENINGS" UNDER SPECIFICATION SECTION 024119 - SELECTIVE

DEMOLITION

0241.06 REMOVE UNDERGROUND CONDUIT FROM THE THRU-WALL PENETRATION TO THE POSTERN

GATE ENTRANCE

0241.07 PANELBOARD MPH, EXISTING TO REMAIN

0241.08 DISCONNECT SWITCH, EXISTING TO REMAIN

0241.09 REMOVE TIME CLOCK WITH ASSOCIATED CONDUIT AND BRANCH CIRCUITING BACK TO

ELECTRICAL PANELBOARD MPH

0241.10 DO NOT DISTURB BRICK PAVERS OR CANNON RAIL IN THIS AREA, IF PAVERS AND BASE

MUST BE REMOVED TO COMPLETE THE WORK, NOTIFY THE ARCHITECT PRIOR TO REMOVAL

0241.11 REMOVE BRICK PAVERS THROUGHOUT PASSAGE, SEE "PAVERS" UNDER SPECIFICATION

SECTION 024119 - SELECTIVE DEMOLITION

0241.12 REMOVE DAMAGED SECTION OF BRICK PAVERS IN AREA INDICATED AND PREPARE FOR

REPAIR

0241.13 EXISTING CONCRETE THRESHOLD, TO REMAIN

0401.02 EXISTING STONE THRESHOLD, TO REMAIN

0420.01 RE-LAID PAVERS, HERRING BONE PATTERN

0420.03 RE-SET PAVERS AND BORDER, SEE SHEET A102 FOR ADDITIONAL ELECTRICAL INFORMATION

0420.06 EXISTING ROWLOCK PAVERS, TO REMAIN

0472.01 CAST STONE PAVERS, MATCH SIZE AND SHAPE OF ORIGINAL IN WB1, SAME THICKNESS AS

BRICK PAVERS, MIRROR LAYOUT ON CENTERLINE OF CASEMATE

0851.01 ARCH GLASS WINDOW, SEE SHEET A401

2600.09 NEW RECESSED, FLOOR MOUNTED LIGHT FIXTURE, PROVIDE GROUND MOUNTING SLEEVES, END CAPS, CABLES AND CONNECTORS AS REQUIRED TO FACILITATE A COMPLETE

INSTALLATION, TYPICAL FOR TYPE A AND B FIXTURES

2600.15 HANDHOLE, SEE DETAIL SHEET A102

2600.16 PROVIDE UNDERGROUND CONDUIT FOR LIGHTING AND POWER, SEE SHEET A102

3300.01 EXISTING MANHOLE, TO REMAIN

3300.02 APPROXIMATE LOCATION OF NATURAL GAS LINE

3300.03 APPROXIMATE LOCATION OF SANITARY SEWER LINE

3300.04 APPROXIMATE LOCATION OF COPPER LINE

3300.05 APPROXIMATE LOCATION OF ABANDONED SANITARY SEWER LINE

3300.06 EXISTING ELECTRICAL MANHOLE AND VAULT BELOW PAVERS, APPROXIMATE SIZE SHOWN, TO REMAIN

3300.07 APPROXIMATE LOCATION OF ELECTRICAL CONDUIT, +/-18" FROM FINISH FLOOR TO INVERT

OF CONDUIT, COORDINATE WITH FMA AND FACILITY MANAGEMENT (VEOLIA) AND MISS

UTILITY FOR PRECISE LOCATION

EXISTING CONDITIONS

024119 – SELECTIVE DEMOLITION

WINDOW OPENINGS: REMOVE BRICK PAVERS TO THE EXTENT NECESSARY ON BOTH SIDES OF THE

BRICK INFILL TO EXPOSE THE ENTIRE INFILL WALL AND TOP SURFACE OF THE INVERTED ARCH.

SALVAGE AND STORE PAVERS IN A SECURE LOCATION FOR RE-INSTALLATION KEEPING THE INTERIOR

PAVERS AND THE EXTERIOR PAVERS SEPARATE SO AS TO REINSTALL IN THEIR EXISTING LOCATIONS.

REMOVE THE BRICK MASONRY INFILL AND CLEAN RESIDUAL MORTAR FROM EXTANT SURFACES. SEE

GENERAL NOTES, SHEET, G-01 FOR TEMPORARY PROTECTION.

PAVERS: REMOVE PAVERS THROUGHOUT THE ENTIRE PASSAGEWAY AND STORE IN A SECURE

LOCATION UNTIL READY FOR RE-INSTALLATION. PAVERS ARE SUBJECT TO SELECTION FOR SIZE AND

COLOR. REFER TO UNIT PAVING BELOW.

REMOVE AND EXCAVATE THE EXISTING SETTING BED(S) TO A DEPTH TO ACCOMMODATE THE NEW SUB-

BASE, SETTING BED AND PAVERS REINSTALLED WITH THE STRETCHER FACE EXPOSED

(APPROXIMATELY 12” OF DEPTH.) UPON COMPLETION OF THE EXCAVATION, NOTIFY THE ARCHITECT

AND REVIEW THE EXISTING CONDITIONS WITH THE ARCHITECT AND THE FORT MONROE HISTORIC

PRESERVATION OFFICER TO DETERMINE IF ADDITIONAL EXCAVATION, OR OTHER TREATMENTS TO THE

SUBSTRATE WILL BE NECESSARY. AT A MINIMUM, COMPACTION OF THIS BASE SHALL BE INCLUDED IN

THE WORK. SEE GENERAL NOTES, SHEET G-01 FOR UNDERGROUND UTILITIES.

MASONRY

042000 – BRICK MASONRY

MATERIALS: BUILDING BRICK, ASTM C 62, GRADE MW, PROVIDE SOLID UNITS FOR TOP COURSE.

MORTAR: TYPE M. REINFORCEMENT: TRUSS TYPE GALVANIZED HORIZONTAL REINFORCEMENT

INSTALLATION: INSTALL OVER A BOND BREAK (30# ASPHALT FELT PAPER) AT THE CENTER LINE OF THE

INVERTED ARCH. CUT BRICK TO MATCH THE CURVATURE OF THE ARCH AND TO PROVIDE A SOUND

SEAT ONTO THE ARCH. LAY REINFORCEMENT IN EVERY OTHER BED JOINT. LAY UNITS WITH

COMPLETELY FILLED BED AND HEAD JOINTS. STRIKE MORTAR JOINT FLUSH WITH FACE OF MASONRY

METALS

055000 – METAL FABRICATIONS

MATERIALS: STEEL PLATE AND TUBES: ASTM A276, TYPE 304 STAINLESS STEEL, UNPOLISHED;

ALUMINUM: PREFINISHED BRAKE-METAL 0.063 INCH THICK, BLACK ANODIZED. FASTENERS FOR

STAINLESS STEEL: TYPE 304 STAINLESS STEEL. PRIMER FOR STAINLESS STEEL: GALVANIZED METAL

ETCHING PRIMER.

FABRICATION/INSTALLATION: STAINLESS STEEL FRAMES SHALL BE FABRICATED TO CONFORM TO THE

ARCHED OPENINGS ALLOWING A MINIMUM CLEARANCE BETWEEN THE STEEL AND THE STONE/BRICK

MASONRY. JOINTS SHALL BE WELDED AND GROUND SMOOTH. HOLES FOR FASTENERS SHALL BE FIELD

LOCATED SO THE ANCHOR BOLTS ARE INSERTED INTO THE MORTAR JOINTS OF THE STONE, NOT INTO

THE STONE ITSELF. THE UNEXPOSED FACE OF THE STEEL PLATE SHALL BE PRIMED. ALL OTHER

SURFACES SHALL REMAIN UNCOATED. ALUMINUM BRAKE METAL WTIH A FLUOROPOLYMER COATING

SHALL BE BENT AND INSTALLED BETWEEN THE LIGHT FIXTURES AND THE STONE WALL MAINTAINING A

STRAIGHT EDGE ON THE HORIZONTAL LEG THAT ABUTS THE WIDEST PORTION OF THE STONE. SUBMIT

SHOP DRAWINGS FOR APPROVAL.

THERMAL AND MOISTURE PROTECTION

072500 – WEATHER BARRIERS/BOND BREAK

MATERIALS: SELF-ADHEREING RUBBERIZED ASPHALT SHEET MEMBRANE SUCH AS BLUESKIN® BY

HENRY COMPANY; 30# ASPHALT FELT

INSTALLATION: APPLY RUBBERIZED ASPHALT SHEET TO THE NON-VISIBLE SIDE OF THE STAINLESS-

STEEL FRAME. TRIM EDGES SO THE MEMBRANE IS NOT VISIBLE. LAY 30# ASPHALT FELT ON TOP OF THE

INVERTED ARCH TO PROVIDE A BOND BREAK BETWEEN NEW AND EXISTING MASONY

079200 – JOINT SEALANTS

MATERIALS: CLEAR SILICONE SEALANT FOR BUTT-GLAZED GLASS; COLORFAST, SILICONIZED ACRYLIC

LATEX WITH SANDED TEXTURE FOR JOINT BETWEEN STEEL AND MASONRY, COLOR TO MATCH FRENCH

GRAY BY HYDROMENT OR CHARCOAL BY MAPEI, OR AN EQUAL PRODUCT TO MATCH

INSTALLATION: INSTALL SILICONE SEALANT BETWEEN PANES OF GLASS AND MAINTAIN A FLUSH FINISH

TO THE GLASS. INSTALL ACRYLIC LATEX BETWEEN THE STAINLESS-STEEL FRAME AND STONE/BRICK

MASONRY MAINTAINING A 1/8” – ¼” CONSISTENT DEPTH FROM THE EDGE OF THE FRAME, TOOL TO A

CONCAVE PROFILE.

OPENINGS

084126 – ALL GLASS STOREFRONTS

MANUFACTURER: VIRGINIA GLASS PRODUCTS CORPORATION; GLASS: CLEAR, 1/2" TEMPERED AND

LAMINATED, MAXIMUM U-FACTOR 0.38, MAXIMUM SHGC 0.58; ALUMINUM EXTRUSIONS: ALLOY AND

TEMPER OF NOT LESS THAT THE STRENGTH AND DURABILITY OF 6063-T5; ALUMINUM FINISH: MILL

FINISH. FASTENERS AND ANCHORS: CONCEALED WHERE PRACTICAL, WHERE EXPOSED, HEADS OF

FASTENERS SHALL BE FINISHED TO MATCH ADJACENT METAL. SUBMIT SHOP DRAWINGS FOR

APPROVAL.

FINISHES

099124 – EXTERIOR PAINTING

MATERIALS: WHITE WASH: ECOLOGIC LIMEWASH PLATINUM

INSTALLATION: POWER-WASH SURFACES CURRENTLY WHITE-WASHED AFTER THE EXISITING PAVERS

HAVE BEEN REMOVED. ALLOW TO DRY THOROUGHLY BEFORE REAPPLYING NEW COAT. APPLY TO

WALLS ONLY. COORDINATE PREP AND PAINTING WITH THE INSTALLATION OF UNIT PAVING SO AS TO

NOT PAINT AFTER THE PAVERS HAVE BEEN INSTALLED.

EXTERIOR IMPROVEMENTS

321400 – UNIT PAVING

MATERIALS:

BRICK: EXISTING BRICK SALVAGED FROM THE PASSAGEWAY AND SUPPLEMENTED WITH NEW SOLID

BRICK OF THE SAME SIZE, TEXTURE AND COLOR RANGE. SELECT SALVAGED PAVERS FOR RE-USE

ONLY IF THEY MATCH THE ORIGINAL SIZE INDICATED AND ORIGINAL COLOR RANGE. AN ORIGINAL BRICK

COMPARISON AREA IS LOCATED ON THE MOAT SIDE CASEMATES OF THE SOUTH BASTION, WITHIN

BUILDING 21. THIS IS NOT A PUBLIC AREA, COORINATE WITH OWNER FOR ACCESS. ALL REMAINING

PAVERS NOT USED FOR THIS PROJECT SHALL BE RETAINED BY THE FMA.

SUBMIT SAMPLES OF NEW BRICK FOR APPROVAL.

INSTALL HERRING BONE IN DIRECTION INDICATED ON PLAN.

CAST STONE: UNITS SHALL COMPLY WITH ASTM C1364 AND BE MANUFACTURED USING THE VIBRANT

DRY TAMP OR WET-CAST METHOD. CAST STONE PAVERS SHALL BE 4” THICK (+/- TO MATCH THE DEPTH

OF THE BRICK) AND OF SIZE AND SHAPE TO MATCH THE EXISTING ORIGINAL TRAVERSING RING PIECES.

EXPOSED SURFACE SHALL BE SMOOTH; COLOR SHALL BE SELECTED FROM THE MANUFACTURERS FULL

RANGE. CUT AND LAY BRICK PAVERS TIGHT TO THE SHAPE OF THE CAST STONE.

JOINT SAND: MASON’S SAND; SAND SETTING BED: CONCRETE SAND PER ASTM C33

STONE SUBBASE: QUARRY PROCESSED DENSE GRADE AGGREGATE (3/4” OR LESS CRUSHED STONE

AND STONE DUST AKA CRUSHER RUN)

INSTALLATION IN THE POSTERN GATE PASSAGEWAY: INSTALL STONE SUB-BASE IN TWO LIFTS TO A

TOTAL THICKNESS OF 6 INCHES, COMPACT EACH LIFT TO 95%. INSTALL SAND BED 1 TO 1 ½” THICK, SCREED LEVEL. BLEND EXISTING AND NEW BRICK, INSTALL BRICK IN HERRINGBONE PATTERN WITH

STRETCHER FACE EXPOSED (AS IN THE CASEMATE MUSEUM) SPREAD JOINT SAND OVER THE PAVERS

AND SWEEP INTO THE JOINTS, COMPACT THE PAVERS AND APPLY MORE SAND, REPEAT UNTIL THE

JOINTS ARE FILLED.

REINSTALLATION IN THE CASEMATE MUSEUM: INFILL EXCAVATION AND BRING THE SAND BED UP TO

THE LEVEL OF THE BED UNDER PAVERS THAT REMAIN. HAND TAMP TO COMPACT. REINSTALL THE

PAVERS THAT WERE REMOVED AND SWEEP MASONS SAND INTO THE JOINTS. COMPACTION OF THE

PAVERS WILL NOT BE NECESSARY.

SPECIFICATIONS

FIRST FLOOR

0"

5"

1/8" THICK STEEL LANDSCAPE

EDGING WITH 12" STAKES, MINIMUM

3 STAKES PER PIECE OF EDGING

LIGHT FIXTURE IN GROUND SLEEVE

BRICK PAVERS

SAND BED

6" DEEP MINIMUM CRUSHED

STONE AND CONCRETE

SAND, COMPACTED

FLUSHCUT PAVER FILL

16 GAGE BLACK BREAK METAL,

COLOR BLACK, REFER TO

SPECIFICATIONS FOR METAL

FABRICATIONS

3 1/8"

FROM STONE WALL

3 1/2" TO 4" AVERAGE

ENSURE DRAIN HOLES IN

GROUND SLEEVE ARE

UNOBSTRUCTED

NOTE: LIGHT FIXTURE MUST

ALIGN WITH THE FULL

LENGTH OF STONE WALL

EXISTING STONE WALL

A

A

A

A A

A A

A

A

A

A

A B

B

B

B

SECURITY

2600.01

2600.04

2600.03

2600.02

2600.05

0420.02

POSTERN

GATE

CASEMATE

MUSEUM

3"

2600.06

6"

2600.09

2600.12

2600.10

2600.11 B1

A102

LC 2600.13

2600.13

2600.13

2600.13

2600.14

2600.15

H H

2600.13

WP

WP

3"

DURING CONSTRUCTION, FMA MUSEUM STAFF WILL

TEMPORARILY CLOSE WB1 TO VISITORS AND MOVE THE

EXIT DOOR TO WB2, THE REMAINDER OF THE MUSEUM

WILL STAY OPEN TO THE PUBLIC

WB3 WB2 WB1 WB9

WB8

WB3A

2600.07

2600.07

IN GRADE LUMINAIRE

BRANCH CIRCUIT OR FEEDER WIRING IN CONDUIT, 2 #12

AND 1 #12 GROUND IN 3/4" CONDUIT, CONDUIT LARGER

THAN 3/4" AND WIRE LARGER THAN #12 SHALL BE AS

INDICATED

HOME RUN TO PANELBOARD, PANELBOARD AND CIRCUIT

DESIGNATIONS ARE AS INDICATED

FLOOR FLUSH MOUNT 2-GANG RECEPTACLE, GROUND

FAULT INTERRUPTING TYPE, 20A 120V

ELECTRICAL PANELBOARD, 120/208V, 3ø, 4W, UON

TIME CLOCK

LIGHTING CONTROLLER

HAND HOLE, SEE DETAIL FOR INFORMATION

WP

TC

LC

HH

6" M

IN

CRUSHED ROCK

BRICK PAVER ON SAND

BOX AND COVER

HANDHOLE SIZING

10" X 15" X 18" DEEP

STAINLESS STEEL HEX

BOLT AND WASHER

PULL SLOT

LA

BE

L

SKID RESISTANT

SURFACE

NOTES:

1. HOUSING SHALL BE A POLYMER CONCRETE REINFORCED WITH A

HEAVY WEAVE FIBERGLASS REINFORCING WITH COMPRESSIVE

STRENGTH OF NO LESS THAN 10,000 PSI

2. COVER AND BOX SHALL WITHSTAND A SERVICE LOAD OF NO LESS

THAN 15,000 LBS OVER A 10" X 10" AREA

3. COVER AND BOX TO BE EITHER MANUFACTURER'S STANDARD BRICK

COLOR OR A PAINTABLE SURFACE

4. PROVIDE STAINLESS STEEL BOLTS AND INSERTS

5. PROVIDE WITH (2) 2 1/2" MOUSEHOLES

6. PROVIDE LABEL "LIGHTING" FOR HANDHOLE COVER

1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO DESCRIBE THE INSTALLATION OF A COMPLETE, FULLY ADJUSTED, AND OPERATIONAL SYSTEM. ANYTHING NOT EXPRESSLY SET

FORTH BUT WHICH IS REASONABLY IMPLIED AND/OR NECESSARY FOR PROPER AND COMPLETE PERFORMANCE OF THE WORK SHALL BE INCLUDED.

2. REFER TO SHEET A101, FLOOR PLAN - DEMOLITION AND NEW WORK, FOR DEMOLITION OF EXISTING LIGHT FIXTURES, ELECTRICAL CONDUIT, WIRING, AND DEVICES.

3. COORDINATE ELECTRICAL WORK WITH THE MUSEUM EXITS SO-AS TO NOT BLOCK OR IMPEDE AN ACTIVE EGRESS DOOR OUT OF THE MUSEUM.

4. WHERE THE DRAWINGS DO NOT ADDRESS INSTALLATION METHODOLOGY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURER'S

SPECIFICATIONS AND INDUSTRY STANDARDS.

5. THE DRAWINGS ARE DIAGRAMMATIC ONLY. MAKE FIELD ADJUSTMENTS TO ACCOMMODATE ACTUAL FIELD CONDITIONS.

6. COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR AND OTHER TRADES INVOLVED IN THE CONSTRUCTION PROJECT. CAREFULLY LAY OUT ALL WORK IN ADVANCE TO COORDINATE

ARCHITECTURAL AND ELECTRICAL FEATURES OF CONSTRUCTION.

7. PROVIDE ALL SUPERVISION, LABOR, MATERIAL, EQUIPMENT, MACHINERY, AND ANY AND ALL OTHER ITEMS NECESSARY TO COMPLETE THE SYSTEM.

8. ACCOMPLISH ALL WORK UNDER THIS SECTION IN STRICT ACCORDANCE WITH LOCAL, AND STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO NFPA 70, VUSBC, AND FACILITY STANDARDS.

9. RECEPTACLES SHALL COMPLY WITH UL STANDARD 498, "ELECTRICAL ATTACHMENT PLUGS AND RECEPTACLES," COMMERCIAL GRADE 20A RATED EXCEPT AS OTHERWISE INDICATED.

10. PROVIDE ALL LUMINAIRES SHOWN ON THE LUMINAIRE SCHEDULE, COMPLETE WITH ALL MOUNTING ACCESSORIES. SUPPORT LUMINAIRES AS INDICATED.

11. RUN ALL WIRING IN CONDUIT, 3/4" IS THE MINIMUM INDOOR CONDUIT SIZE. USE NONMETALLIC CONDUIT BELOW GRADE, PROVIDE RIGID CONDUIT TO TURN UP AT EXTERIOR WALLS OR EQUIPMENT.

USE ELECTRICAL METALLIC TUBING, TYPE AC, OR MC CABLE FOR BRANCH CIRCUITS WHERE ALLOWED BY NEC AND NOT SUBJECT TO PHYSICAL DAMAGE, MOISTURE OR DAMPNESS FOR INDOOR

CONDUIT. USE NEMA TYPE 1 FOR INDOOR BOXES AND ENCLOSURES, EXCEPT IN DAMP OR WET LOCATIONS USE NEMA TYPE 3R. USE NEMA TYPE 3R FOR OUTDOOR ENCLOSURES AND BOXES.

TIGHTEN CONNECTIONS AND TERMINALS, INCLUDING SCREWS AND BOLTS, ACCORDING TO EQUIPMENT MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES FOR EQUIPMENT

CONNECTORS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTORS AND TERMINALS ACCORDING TO TIGHTENING TORQUES SPECIFIED IN UL

STANDARD 486A. CONDUITS EXPOSED TO DIFFERENT TEMPERATURES SHALL BE SEALED AS REQUIRED BY NEC ARTICLE 300.7(A). RIGID CONDUIT FITTINGS SHALL BE THREADED, EXCEPT WHERE

RIGID CHANGES TO EMT ABOVE GRADE, FITTINGS MAY BE THREADLESS TYPE. USE GALVANIZED STEEL CONCRETE-TIGHT, SET SCREW TYPE ELECTRICAL METALLIC TUBING FITTINGS.

12. RUN UNDERGROUND CONDUIT(S) UNDER BRICK PAVERS 12” BELOW GRADE AND 18” BELOW GRADE WHERE NOT BELOW PAVERS IN ACCORDANCE WITH NEC TABLE 300.5

13. ALL FEEDERS AND BRANCH CIRCUIT CONDUCTORS TO BE COPPER IN MATERIAL AND ONE OF THE FOLLOWING INSULATION TYPES THW, THHW, THWN, XHHW, OR XHHW-2 WITH A MINIMAL

TEMPERATURE RATING OF 75 DEG. C. SOLID CONDUCTORS FOR NO. 10 AWG AND SMALLER, STRANDED CONDUCTORS FOR NO. 8 AWG AND LARGER

14. CONDUCTORS COLOR CODED AS FOLLOWS:

A. PHASE: 208/120 VOLTS

B. A: BLACK

C. B: RED

D. C: BLUE

E. NEUTRAL: WHITE

F. GROUND: GREEN

15. PROVIDE A GREEN INSULATED COPPER GROUND WIRE, SIZED PER NEC, IN ALL NON-METALLIC CONDUIT, ELECTRIC METALLIC TUBING, FLEXIBLE CONDUIT USED FOR FEEDERS AND AS OTHERWISE

NOTED ON THE DRAWINGS.

16. MARK ALL DEVICES AS TO WHICH PANELBOARD AND CIRCUIT THEY ARE CONNECTED.

17. LABEL ALL JUNCTION BOXES WITH PERMANENT MARKER IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF CIRCUITS WITHIN.

18. MAKE ALL NECESSARY TESTS TO ENSURE THAT THE ENTIRE INSTALLATION IS FREE FROM IMPROPER GROUNDS AND FROM SHORTED AND/OR OPEN CIRCUITS. VOLTAGE, CURRENT, AND

ROTATION TESTS SHALL BE MADE BEFORE ANY MOTORS ARE PLACED IN OPERATION. ALL LOADS MUST BE BALANCED ACROSS PHASES. CHECK TO SEE THAT ALL LIGHTS WORK AND ARE

CONTROLLED BY SWITCHES INDICATED ON DRAWINGS OR BREAKERS SO INDICATED ON PANELBOARD SCHEDULE.

19. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

20. PROVIDE GROUNDING FOR SERVICE, ALL CONDUITS, MOTOR FRAMES, METAL CASINGS, RECEPTACLES, SYSTEM NEUTRAL, ETC. AND AS REQUIRED BY NEC AS MINIMUM. RESISTANCE TO GROUND

SHALL NOT EXCEED 25 OHMS.

21. OPERATION AND MAINTENANCE MANUALS: PROVIDE OPERATION AND MAINTENANCE MANUALS TO OWNER FOR MATERIALS PROVIDED UNDER THIS CONTRACT: SYSTEMS AND EQUIPMENT

OPERATION MANUALS, SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS, AND PRODUCT MAINTENANCE MANUALS.

22. CONDUIT SUPPORTS SHALL BE APPROVED WALL BRACKETS, STRAP HANGER OR PIPE STRAPS SECURED TO HOLLOW MASONRY WITH TOGGLE BOLTS; TO METAL SURFACES WITH MACHINE

SCREWS; AND TO WOOD WITH WOOD SCREWS. ANY FORM OF TIE WIRE IS UNACCEPTABLE.

HANBURY

COPYRIGHT © 2021

DRAWN BY:

CHECKED BY:

PROJECT NO:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51

21 43 5

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B

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C

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-B

-0

ISSUED FOR BID12/01/2023N/A

REVISED12/19/2023N/A

12/19/2023

/1 9/ :2 1:

P M

20027.02

ARC

GLR

ARCHITECTURAL

LIGHTING PLAN

A102

6" = 1'-0"B1

LIGHT FIXTURE DETAIL

1/8" = 1'-0"C1

LIGHTING AND ELECTRICAL FLOOR PLAN

WORK NOTES

NUMBER DESCRIPTION

0420.02 RE-LAID PAVERS, SAILOR AND RUNNING BOND PATTERN

2600.01 NEW UNDERGROUND 1" CONDUIT, RUN (3) 3 PAIR #22AWG DMX CABLING IN CONDUIT FROM LIGHTING

CONTROLLER TO HANDHOLE

2600.02 EXISTING ELECTRICAL PANELS MOUNTED TO UNISTRUT SYSTEM, TO REMAIN

2600.03 PROVIDE 3 DMX CONTROL CABLES WITHIN 1" CONDUIT FOR LIGHT FIXTURES AND CONNECT TO

LIGHTING CONTROLLER

2600.04 ROUTE CONDUIT THROUGH MASONRY WALL WHERE PREVIOUSLY DEMO'D CONDUIT WAS LOCATED

2600.05 NEW LIGHTING CONTROLLER, MOUNT TO EXISTING UNISTRUT SYSTEM

2600.06 NEW UNDERGROUND 3/4" CONDUIT, SEE GENERAL NOTES

2600.09 NEW RECESSED, FLOOR MOUNTED LIGHT FIXTURE, PROVIDE GROUND MOUNTING SLEEVES, END CAPS, CABLES AND CONNECTORS AS REQUIRED TO FACILITATE A COMPLETE INSTALLATION, TYPICAL

FOR TYPE A AND B FIXTURES

2600.10 PROVIDE PVC CONDUIT FOR ALL BELOW GRADE RUNS, TRANSITION TO EMT WHERE CONDUIT TURNS VERTICALLY OUT OF BRICK PAVERS, PAINT EXPOSED EMT ON THE EXTERIOR TO MATCH BRICK COLOR, COLOR TO BE APPROVED BY THE ARCHITECT

2600.11 ROUTE CONDUIT TIGHT TO WALL AND CONNECT TO EXISTING PANEL OR LIGHTING CONTROLLER

2600.12 PROVIDE WIRING FOR TWO (2) QUAD CONVENIENCE OUTLETS AND CONNECT TO EXISTING ELECTRICAL

PANEL

2600.13 3/4" CONDUIT WITH 3 PAIR 22AWG DMX CABLE, TYPICAL FOR ENTIRE LENGTH OF CIRCUIT

2600.14 RUN HOME RUN CIRCUIT UNDERGROUND BACK TO PANELBOARD MPH, CONNECT TO AVAILABLE 20A-1P

SPARE CIRCUIT BREAKER

2600.15 HANDHOLE, SEE DETAIL SHEET A102

LIGHTING FIXTURE SCHEDULE

TYPE MANUFACTURER MODEL MODEL NUMBER COMMENTS

A ACDC LIGHTING BLADE LRI BL LRI L12 5000-RGBW-M-ABK-0-67-DMX 4' NOMINAL LENGTH

B ACDC LIGHTING BLADE LRI BL LRI L09 3800-RGBW-M-ABK-0-67-DMX 3' NOMINAL LENGTH

ELECTRICAL LEGEND

B2

ELECTRICAL HANDHOLE (NONTRAFFIC)

ELECTRICAL GENERAL NOTES

A401A1

Q

E Q

E Q

E Q

1/ 2"

E Q

E Q

1/ 2"

ALIGN CENTERS

E Q

E Q

E Q

E Q

1/ 2"

E Q

E Q

E Q

E Q

1/ 4"

1/ 4"

1/ 4"

0472.01

0420.01

0401.01

3300.01

B1

A102

C4

A401

B4

A401

A401

A4

@ HEAD

@ SILL

0420.05

0420.05

0420.06

0401.020401.02

1/ 4"

FMA STAFF TO SHIFT GUN

CARRIAGE TO PROPER LEFT

TO FACILITATE THE WORK,

COORDINATE WITH FMA

3300.01

0420.01

WB1 WB9

WB8

0401.03

0472.01

0401.03

0401.02

0472.01

0420.07

0472.01

0472.01

- R 6.

FI

EL

D V E R

IF

Y

FIELD VERIFY

+/- R 5.6

A3

A401

FIELD VERIFY

+/- 1' - 1"

FIELD

VER

IFY

+/- 4'

- 2 3 /4"

JOINT, TYPICAL

FIELD VERIFY

+/- 3' - 1"

FIE

LD

V E R

IFY

+/- 1' - 1"

FIRST FLOOR

0"

B1

A102

BRICK ARCH

STONE WALL

12" THICK MASONRY INFILL

TOP OF BRICK PAVERS

INVERTED BRICK ARCH

(BELOW GRADE / FLOOR LINE)

C4

A401

B4

A401

A4

A401

1' - 6" +/-

5'

BRICK VAULT

1/2" TEMPERED GLASS

IN ALUMINUM FRAME

GLAZING BUTT JOINT

EQ 5' - 0" EQ EQ 5' - 0" EQ

5'

9' 0" R

9' R

2600.08

+/- 9' - 8" FIELD VERIFY+/- 9' - 0 3/4" FIELD VERIFY

FIRST FLOOR

0"

1/8" RADIUS EASED TOP EDGECAST STONE

RE-LAYED BRICK

1" LEVELING SAND

SWEEP SAND INTO JOINTS

CRUSHED STONE BASE

5" X 1/4" BENT S.S. PLATE

EXTERIORINTERIOR

BRICK ARCH

3/8" THREADED DIA. X 1-3/4"

LONG ZINC PLATED LAG SHIELD

EXPANSION ANCHOR

HORSE SHOE SHIMS

BITUTHENE WATER

PROOF MEMBRANE

SEALANT

1 1/4" 2 3/4" 1 1/4"

3"

2 PART HEAD WITH CLADDING

CLADDING

1/2" TEMPERED GLASS

1/ 2"

3/ 8"

1/2"

BENT PLATE (BEYOND)

FIRST FLOOR

0"

1/2" TEMPERED GLASS

EXTERIORINTERIOR

5" X 1/4" S.S. PLATE

1"H X 1-1/4"W GLAZING CHANNEL

4"

1/ 2"

6"

WASHED CONCRETE SAND

(BEDDING SAND) BASE

CRUSHED BRICK BASE, INSTALL IN 2 LIFTS

12" THICK BRICK INFILL, SOLID

BRICK, FLEMISH BOND PATTERN

STRIKE JOINTS FLUSH

INVERTED BRICK ARCH (EXISTING)

30# ASPHALT FELT BOND BREAK

3'-0" WIDE

2" X 5" S.S. STEEL TUBE, WELDED TO PLATE

RELAID BRICK PAVER OR STONE

BLUESKIN SA RUBBERIZED ASPHALT

SELF-ADHESIVE MEMBRANE

BENT PLATE (BEYOND)

EXISTING ELECTRICAL CONDUIT,

BEYOND, PROVIDE SLEEVE IF NONE

PRESENT

CONTINUOUS SEALANT, BOTH SIDES

STONE JAMB

SEALANT

HORSESHOE SHIMS

1-1/2" X 3-1/2"

38" THREAD DIA. ZINC PLATED

LAG SHIELD EXPANSION

ANCHORS X 1-3/4" LENGTH

5/ 8"

LOCATE MASONRY ANCHORS @

HORIZONTAL MORTAR JOINTS, MIN.

8/JAMB

5" X 1/4" S.S. PLATE

1/ 2"

1/2" TEMPERED GLASS

CLEAR SILICON @

GLAZING JOINT

1/8"

CLEAR SILICON SEALANT

1" X 1-1/4" GLASS CHANNEL

STRETCHER FACE

SHINER FACE

NOTE: APPROXIMATE SIZE OF EXISTING

PAVERS TO BE MATCHED ARE:

• 2 1/4" TO 2 3/8" HEIGHT (STRETCHER FACE)

• 4" DEPTH (SHINER FACE)

• 8" TO 8 1/2" LENGTH

HANBURY

COPYRIGHT © 2021

DRAWN BY:

CHECKED BY:

PROJECT NO:

DESCRIPTIONDATEMARK

SHEET TITLE:

SHEET NUMBER:

3 42 51

21 43 5

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B

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C

B

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T E D

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-0

ISSUED FOR BID12/01/2023N/A

REVISED12/19/2023N/A

12/19/2023

/1 9/ :2 1:

P M

20027.02

ARC/AMB

GLR

ENLARGED PLANS

A401

1/4" = 1'-0"B1

ENLARGED FLOOR PLAN

1/4" = 1'-0"A1

INTERIOR ELEVATION / SECTION - EAST

3" = 1'-0"A3

PAVER SECTION DETAIL

WORK NOTES

NUMBER DESCRIPTION

0401.01 EXISTING STONE WALL

0401.02 EXISTING STONE THRESHOLD, TO REMAIN

0401.03 POWER WASH ALL WHITE-WASHED SURFACES IN WEST BASTION 8 AND 9, APPLY

NEW WHITE WASH, SEE SPECIFICATIONS

0420.01 RE-LAID PAVERS, HERRING BONE PATTERN

0420.05 RE-LAID PAVERS, HERRING BONE PATTERN, TO REPAIR AREA DISTURBED BY

INSTALLATION OF GLASS

0420.06 EXISTING ROWLOCK PAVERS, TO REMAIN

0420.07 SINGLE ROWLOCK TO TRANSITION BETWEEN HERRING BONE ORIENTATION

0472.01 CAST STONE PAVERS, MATCH SIZE AND SHAPE OF ORIGINAL IN WB1, SAME

THICKNESS AS BRICK PAVERS, MIRROR LAYOUT ON CENTERLINE OF CASEMATE

2600.08 EXISTING ELECTRICAL CONDUIT, PROVIDE A NEW SLEEVE IF NONE EXISTING, NO

WEIGHT SHALL BEAR ON THE CONDUIT

3300.01 EXISTING MANHOLE, TO REMAIN

4' 8' 12'0'

4' 8' 12'0'

3" = 1'-0"C4

ARCH WINDOW HEAD DETAIL

0' 1'4" 8"

3" = 1'-0"B4

ARCH WINDOW SILL DETAIL

0' 1'4" 8"

0' 1'4" 8" 3" = 1'-0"A4

ARCH WINDOW JAMB & GLAZING BUTT JOINT DETAIL

0' 1'4" 8"

B3

HERRINGBONE PAVING PATTERN

NOT TO SCALE