2024-040 CIRCUIT COURT WINDOW REPLACEMENT DRAWINGS.pdf

DRAWING LIST:

BUILDING LOCATION

SITE

NORTH NORTH

PROJECT LOCATION MAPVICINITY MAP

ASBESTOS DISCLOSURE STATEMENT:

LEAD PAINT DISCLOSURE STATEMENT:

DRAWING NO TITLE

T1 TITLE SHEET

A1 LEGEND AND SPECIFICATIONS

A2 ELEVATIONS

A3 ELEVATIONS

A4 SECTIONS, DETAILS, AND SCHEDULE

THE ASBESTOS INSPECTION WAS PERFORMED AND ASBESTOS-CONTAINING MATERIAL WAS FOUND IN THE BROWN EXTERIOR WINDOW CAULK AND GREY WINDOWPANE BEDDING MATERIAL. THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS. ASBESTOS-CONTAINING BUILDING MATERIALS SHALL BE REMOVED BY A LICENSED ASBESTOS CONTRACTOR USING APPROVED PROCEDURES.

THE OWNER INDICATES NO LEAD PRESENT IN PAINTED WINDOW COMPONENTS PER TESTING PERFORMED BY

OTHERS.

CITY OF LYNCHBURG

CIRCUIT COURT WINDOW REPLACEMENTS

LYNCHBURG, VIRGINIA

FOR CONSTRUCTION

DECEMBER 14, 2023

Drawing No.:

Project No.:

1"

Full Scale Verification

0"

T1

23096

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VA 24551

PHONE: (434) 316-6001

VAE PROJECT NO: 23096

DISCLAIMER STATEMENT:

VIRGINIA A&E ASSUMES NO RESPONSIBILITY FOR THE ADEQUACY OR ACCURACY OF THE ASBESTOS AND LEAD BASED PAINT INFORMATION PROVIDED ABOVE BY THE OWNER. THE CONTRACTOR SHALL ADDRESS ANY RELATED

QUESTIONS TO THE OWNER'S PROJECT MANAGER.

GENERAL INFORMATION:

PROJECT INFORMATION:

AGENCY: CITY OF LYNCHBURG

PROJECT TITLE: CIRCUIT COURT WINDOW REPLACEMENTS

ADDRESS: 900 COURT STREET, LYNCHBURG, VIRGINIA 24504

BUILDING INFORMATION:

BUILDING NAME/NUMBER: LYNCHBURG CIRCUIT COURT

WORK PERMITTED: REPLACEMENT OF APPROXIMATELY 96 EXTERIOR WINDOWS

PURPOSE/OCCUPANCY: COURTHOUSE AND HOLDING CELLS

USE GROUP CLASSIFICATION: (I-3) INSTITUTIONAL, CONDITION 5

TYPE OF CONSTRUCTION: IIIB

APPLICABLE CODES & STANDARDS:

BUILDING CODES: 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE - VUSBC

(EFFECTIVE JULY 1, 2021)

VIRGINIA CONSTRUCTION CODE - VCC (2018)

VIRGINIA EXISTING BUILDING CODE - VEBC (2018)

VIRGINIA ENERGY CONSERVATION CODE - VECC (2018)

GENERAL NOTES:

1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED FOR USE AS

FABRICATION DRAWINGS. THESE DRAWINGS INDICATE THE GENERAL AND APPROXIMATE SIZE

AND LOCATION OF MATERIAL. FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO

BEGINNING WORK. ALL UTILITIES NOTED ON PLANS ARE APPROXIMATE AND CONTRACTOR

SHALL FIELD VERIFY LOCATION.

2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO, THE 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE

(JULY 1, 2021) AND ASSOCIATED CODES OF REFERENCE. REFER TO APPLICABLE CODES LIST

THIS DRAWING.

3. CONTRACTOR SHALL OBTAIN ALL BUILDING AND TRADE PERMITS FOR CONSTRUCTION;

HOWEVER, THE CITY OF LYNCHBURG SHALL WAIVE ALL FEES REQUIRED FOR PERMITS.

4. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE NOTED. NO ASBESTOS CONTAINING

MATERIALS SHALL BE USED. MATERIALS ARE BASED ON THE INDICATED

MANUFACTURER'S/MODELS AND ARE INTENDED ONLY TO SHOW THE GENERAL SIZE,

CONFIGURATION, LOCATION, CONNECTIONS, AND SUPPORT FOR INDICATED MATERIAL WITH

RELATION TO OTHER BUILDING SYSTEMS. MATERIAL BY ANY MANUFACTURER THAT MEETS THE

SCHEDULED CRITERIA IS ACCEPTABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING ACTUAL INSTALLED MATERIAL AND ASSOCIATED CHANGES.

5. CONTRACTOR SHALL COORDINATE THE WORK WITH EXISTING CONDITIONS, INCLUDING BEAMS, COLUMNS, SITE FEATURES, AND OTHER OBSTRUCTIONS, WHETHER OR NOT SUCH IS SHOWN ON

DRAWINGS.

6. CONTRACTOR SHALL COORDINATE THE WORK BETWEEN ALL TRADES. MATERIAL LOCATIONS

SHALL BE COORDINATED BETWEEN ARCHITECTURAL AND DEMOLITION PLANS TO AVOID

CONFLICTS.

7. EXISTING MATERIAL TO BE REMOVED SHALL BE REMOVED CAREFULLY TO AVOID DAMAGING

MATERIAL TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE THAT OCCURS

TO EXISTING MATERIAL TO REMAIN OR TO BE RELOCATED DURING DEMOLITION AND

CONSTRUCTION.

8. CONTRACTOR SHALL ADVISE THE A/E IMMEDIATELY OF DISCREPANCIES FOUND ON THE

DRAWINGS, IN THE SPECIFICATIONS, OR BETWEEN THE TWO. MINOR DEVIATIONS FROM THE

PLANS MAY BE MADE TO AVOID MINOR CONFLICTS. WHERE MAJOR CONFLICTS ARE

ENCOUNTERED, THE AFFECTED WORK SHALL NOT BE INSTALLED UNTIL THE CONFLICT HAS

BEEN RESOLVED. NEITHER THE A/E NOR THE OWNER SHALL BE RESPONSIBLE FOR

CONSEQUENCES OF PROCEEDING WITH WORK BASED ON CONTRACTOR INTERPRETATION OR

ON DIRECTION FROM OTHER PARTIES, INCLUDING THE OWNER AND INSPECTORS.

9. ALL MATERIAL SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN INSTALLATION

INSTRUCTIONS, MAINTAINING ALL REQUIRED CLEARANCES AND WITH ALL COMPONENTS

ACCESSIBLE AND SERVICEABLE.

10. CONTRACTOR SHALL PROVIDE MATERIAL DATA SUBMITTALS FOR ALL NEW MATERIAL. REFER TO

INDIVIDUAL DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS. THE CONTRACTOR SHALL

PROVIDE A SUBMITTAL SCHEDULE WITHIN 30 DAYS OF AWARD OF CONTRACT.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSEMBLING OPERATION AND MAINTENANCE

MANUALS CONTAINING ALL MATERIAL SUBMITTALS, INSTALLATION AND OPERATING

INSTRUCTIONS, AND WARRANTY INFORMATION. ONE (1) ELECTRONIC PDF COPY OF O&M

MANUALS SHALL BE SUBMITTED TO THE A/E FOR REVIEW AT THE TIME OF SUBSTANTIAL

COMPLETION. PROVIDE ONE (1) HARD COPY AND ONE (1) ELECTRONIC PDF COPY OF THE FINAL

O&M MANUALS TO THE OWNER.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF AS-BUILT DRAWINGS ON

SITE WHICH INDICATE IN RED ALL DEVIATIONS FROM ORIGINAL CONSTRUCTION DOCUMENTS,

INCLUDING APPROVED CONSTRUCTION CHANGE ORDERS. AS-BUILT DRAWINGS SHALL BE

SUBMITTED TO THE A/E AT THE TIME OF SUBSTANTIAL COMPLETION. AS-BUILT DRAWINGS

SHALL BE CLEARLY LEGIBLE AND COMPLETE.

13. CONTRACTOR SHALL KEEP PUBLIC AREAS FREE OF TRASH AND CONSTRUCTION DEBRIS AND

CLEAN ENTIRE WORK AREA ON A DAILY BASIS.

14. TEMPORARY POWER AND WATER SERVICE ARE AVAILABLE ON SITE FOR THE CONTRACTOR'S

USE. CONTRACTOR SHALL COORDINATE ACCESS WITH OWNER AND SHALL PROVIDE ANY

REQUIRED TEMPORARY CONNECTIONS AND EXTENSIONS.

15. CONTRACTOR'S PERSONNEL MAY USE THE TOILET FACILITIES IN THE BUILDING FOR THE

DURATION OF THE PROJECT. PROVIDED FACILITIES ARE MAINTAINED TO LEVEL OF TYPICAL

OFFICE USAGE.

16. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE SCOPE OF WORK AND TO

VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THIS PROJECT. ANY DISCREPANCIES OR

AMBIGUOUS ITEMS MUST BE REPORTED TO THE A/E AND THE OWNER FOR CLARIFICATION

PRIOR TO BIDDING.

17. CONTRACTOR IS TYPICALLY PERMITTED TO WORK BETWEEN 7:00 AM AND 6:00 PM MONDAY

THRU FRIDAY, EXCLUDING HOLIDAYS. WORK OUTSIDE THESE HOURS SHALL BE COORDINATED

WITH OWNER'S PROJECT MANAGER DURING CONSTRUCTION. CONTRACTOR SHALL

COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER AND BUILDING TENANTS FOR SPECIAL

EVENTS.

18. CONTRACTOR SHALL PROVIDE A DUST-PROOF BARRIER BETWEEN THE CONSTRUCTION ZONE

AND OCCUPIED PORTIONS OF THE BUILDING. CONTRACTOR SHALL FILTER EXISTING HVAC

GRILLES IN WORK AREA TO MITIGATE SPREAD OF DUST INTO OCCUPIED AREAS OF THE

BUILDING.

19. CONTRACTOR SHALL PROTECT THE BUILDING, ADJACENT FEATURES, ROADWAYS, WALKWAYS, SITE IMPROVEMENTS, EXTERIOR PLANTINGS, LANDSCAPING, ETC AS REQUIRED FROM DAMAGE

AND CORRECT DAMAGE RESULTING FROM CONSTRUCTION ACTIVITIES TO THE SATISFACTION

OF THE OWNER.

20. CONTRACTOR SHALL COLLECT DEMOLISHED MATERIALS AND PLACE IN APPROPRIATE

DISPOSAL CONTAINERS. DEMOLISHED MATERIALS SHALL BE PROMPTLY REMOVED FROM THE

OWNER'S PROPERTY AND DISPOSED OF LEGALLY.

21. CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND DUMPSTER LOCATION WITH

OWNER DURING CONSTRUCTION.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY FOR THE DURATION

OF THE PROJECT. CONTRACTOR SHALL PROVIDE ORANGE CONSTRUCTION FENCING AROUND

PERIMETER OF WORK AREA.

23. CONTRACTOR SHALL PROVIDE PRE-DEMOLITION PHOTOGRAPHIC OR VIDEOGRAPHIC

DOCUMENTATION TO SHOW EXISTING CONDITIONS OF FINISHED SURFACES IN WORK AREA AND

ADJOINING CONSTRUCTION INCLUDING SITE STORAGE AND ACCESS AREAS PRIOR TO

PRE-CONSTRUCTION MEETING AND A MINIMUM OF 10 WORKING DAYS PRIOR TO

COMMENCEMENT OF WORK.

24. CONTRACTOR SHALL NOTIFY OWNER OF ANY INTERRUPTION OF UTILITIES INCLUDING BUT NOT

LIMITED TO POWER, WATER, COMMUNICATIONS, ETC AND COORDINATE OUTAGE WITH OWNER

AND ALL BUILDING TENANTS.

25. ANY ROAD/PARKING LOT CLOSURE SHALL BE DONE IN ACCORDANCE WITH THE LATEST

VERSION OF THE VIRGINIA WORK AREA PROTECTION MANUAL.

26. DEFINITIONS:

FURNISH: SUPPLY AND DELIVER TO PROJECT SITE FOR INSTALLATION BY OTHERS.

INSTALL: INSTALL ITEMS FURNISHED BY OTHERS, INCLUDING UNLOADING, TEMPORARILY

STORING, UNPACKING, AND ASSEMBLY.

PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM

OFF-SITE UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED.

REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE FOR

REUSE, AND REINSTALL WHERE INDICATED.

REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO

PREVENT DAMAGE, AND DELIVER TO OWNER.

STEPHEN D. HERRING

Lic. No. 015253

12/14/2023

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CITY OF LYNCHBURG

CIRCUIT COURT

WINDOW REPLACEMENT

LYNCHBURG, VIRGINIA

23096 2023-12-14

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO.

LEGEND AND SPECIFICATIONS

A1

LEGEND

MATERIAL

LOC

MATCHLINE

NORTH

A

AX AX

A

AX AX

A

AX AX

AX AX

LETTER INDICATES

DETAIL

DRAWING NUMBER WHERE

DETAIL IS DRAWN

DRAWING NUMBER WHERE

DETAIL IS TAKEN

LETTER INDICATES

ENLARGED PLAN

DRAWING NUMBER WHERE

ENLARGED PLAN IS DRAWN

DRAWING NUMBER WHERE

ENLARGED PLAN IS TAKEN

LETTER INDICATES

ELEVATION

DRAWING NUMBER WHERE

ELEVATION IS DRAWN

DRAWING NUMBER WHERE

ELEVATION IS TAKEN

NUMBER INDICATES

SECTION

DRAWING NUMBER WHERE

SECTION IS DRAWN

DRAWING NUMBER WHERE

SECTION IS TAKEN

REVISION TRIANGLE

REVISION CLOUD

X

X

X

F1 F1

F2 F2

WALKPADS, LIGHTWEIGHT

CONCRETE, GROUT

CAST-IN-PLACE CONCRETE

CONCRETE MASONRY

BRICK MASONRY, CHEMICALLY

RESISTANT MEMBRANE

STEEL

FINISH WOOD

PLYWOOD

RIGID INSULATION

GYPSUM WALL BOARD

BATT INSULATION

EXTENT OF (E)CONSTRUCTION

TO BE REPLACED

SEALANT

WOOD BLOCKING

CONTINUOUS WOOD, STUD

EXISTING CONSTRUCTION

DEMOLITION

NEW CONSTRUCTION

LIMITS OF CONSTRUCTION

MATCHLINE

CENTERLINE

CONDITION ABOVE/BELOW

FIREWALL 1

2-HOUR FIRE-RESISTANCE

RATED WALL

LINETYPES SYMBOLS ABBREVIATIONS

LIMIT OF REMOVAL

POINT OF EXISTING TO NEW

INDICATES NUMBER OF

REVISION, CORRESPONDS WITH

REVISION NOTE

DEMOLITION NOTE

CONSTRUCTION NOTE

NORTH SYMBOL

WINDOW TYPES

WALL TYPES

BUILDING/TOILET ACCESSORIES

ACT ACOUSTICAL TILE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BD BOARD

BLDG BUILDING

BOT BOTTOM

℄ CENTERLINE

CAB CABINET

CF CUBIC FOOT

CI CUBIC INCH

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMTS CEMENTITIOUS

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CS CAST STONE

CT CERAMIC TILE

CY CUBIC YARD

DEPT DEPARTMENT

DIA, Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

(E) EXISTING

EA EACH

EBB ELECTRONIC BULLETIN BOARD

EJ EXPANSION JOINT

EL ELEVATION (ABOVE SEA LEVEL)

ELEC ELECTRIC

ELEV ELEVATION (GRAPHIC)

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXT EXTERIOR

FD FLOOR DRAIN

FF FINISH FLOOR

FIN FINISH

FL FLOOR

FRP FIBRE-REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FSK FOIL-SCRIM-KRAFT PAPER

FT FOOT, FEET

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GF GROUND FACE

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR(S)

ID INSIDE DIAMETER

IN INCHES

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KIP THOUSAND POUNDS

KIP FT THOUSAND FOOT LBS

L LENGTH

LAM LAMINATED

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MPI MASTER PAINTERS INSTITUTE

MR MOISTURE RESISTANT

MTG MOUNTING HEIGHT

MTL METAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OZ OUNCE

PART PARTITION

PH PHASE

PL PLATE

PLAS PLASTER

PLCS PLACES

PNL PANEL

PSD PERMANENT SHADING DEVICE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

R RADIUS

R- THERMAL RESISTANT RATING

RD ROOF DRAIN

REF REFER

REINF REINFORCING

REQD REQUIRED

RM ROOM

SCH SCHEDULE

SECT SECTION

SF SQUARE FOOT, FEET

SHT SHEET

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

TEMP TEMPERATURE

THRES THRESHOLD

TLT TOILET

TMS TANK MONITORING SYSTEM

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VAR VARIABLE

VERT VERTICAL

VOL VOLUME

W WIDTH

W/ WITH

WC WATER CLOSET

WD WOOD

WGT WEIGHT

WO WITHOUT

WP WORK POINT

WWF WELDED WIRE FABRIC

YD YARD

STEPHEN D. HERRING

Lic. No. 015253

12/14/2023

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SCALE:

0 10'5' 15' 20'

1/8"=1'-0"

ELEVATIONA

A1 A1

ELEVATION OF PENTHOUSE

FROM FAN DECK

20 21 22 23 24 25 26 27 28 29 30 31 32 33

1 2 3

19 34

4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

35 36 37 38

39 40 41

NOT IN

CONTRACT

NOT IN

CONTRACT

SCALE:

0 10'5' 15' 20'

1/8"=1'-0"

ELEVATIONB

A1 A1

42 43 44 45

51 52

46 47 48 49 50

53 54

NOT IN

CONTRACT

CITY OF LYNCHBURG

CIRCUIT COURT

WINDOW REPLACEMENT

LYNCHBURG, VIRGINIA

23096 2023-12-14

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO.

SCALE:

NORTH

NONE

KEYPLAN

ELEVATIONS

A2

A/A1

B/ A1

GENERAL NOTES:

1. FRAME SIZES FOR WINDOWS SHOWN IN WINDOW SCHEDULE ON

DRAWING A4 ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL

MASONRY OPENINGS AND LOCATIONS.

2. OWNER TO REMOVE ALL WINDOW TREATMENTS SUCH AS, BUT NOT

LIMITED TO, BLINDS, CURTAINS, AND VALANCES BEFORE THE START OF

DEMOLITION.

3. ONCE WINDOW ASSEMBLY IS REMOVED, CONTRACTOR SHALL CLEAN

AND COMPLETELY REMOVE SEALANTS AND OTHER DEBRIS FROM

MASONRY OPENING BEFORE INSTALLATION OF NEW WINDOW

ASSEMBLY.

4. WINDOWS SHALL NOT BE REMOVED UNTIL REPLACEMENT WINDOW AND

ALL ASSOCIATED HARDWARE, TRIM, GLAZING, AND SEALANTS ARE

DELIVERED TO SITE AND READY FOR INSTALLATION.

5. ALL WINDOW SEALANT IN CAST STONE, BRICK, CONCRETE, OR OTHER

ADJACENT MATERIALS SHALL BE REMOVED AND REPLACED WITH NEW

SEALANT TO MATCH COLOR OF EXISTING ADJACENT MATERIALS.

6. PROVIDE MANUFACTURER'S STANDARD ALUMINUM COVER BETWEEN

MULTIPLE WINDOWS THAT ARE JOINED TOGETHER TO MATCH COLOR OF

ADJACENT WINDOWS.

STEPHEN D. HERRING

Lic. No. 015253

12/14/2023

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0 10'5' 15' 20'

1/8"=1'-0"

ELEVATIOND

A2 A2

84 85 86 87

93 94

89 90 91 92

95 96

NOT IN

CONTRACT

SCALE:

0 10'5' 15' 20'

1/8"=1'-0"

ELEVATIONC

A2 A2

56 57 58 59 60 61 66 67 68 69 70 71 72 73 74

62 63 64 65

81 82 83

777675 78 79 80

CITY OF LYNCHBURG

CIRCUIT COURT

WINDOW REPLACEMENT

LYNCHBURG, VIRGINIA

23096 2023-12-14

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO.

SCALE:

NORTH

NONE

KEYPLAN

ELEVATIONS

A3

D/ A2

C/A2

GENERAL NOTES:

1. FRAME SIZES FOR WINDOWS SHOWN IN WINDOW SCHEDULE ON

DRAWING A4 ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL

MASONRY OPENINGS AND LOCATIONS.

2. OWNER TO REMOVE ALL WINDOW TREATMENTS SUCH AS, BUT NOT

LIMITED TO, BLINDS, CURTAINS, AND VALANCES BEFORE THE START OF

DEMOLITION.

3. ONCE WINDOW ASSEMBLY IS REMOVED, CONTRACTOR SHALL CLEAN

AND COMPLETELY REMOVE SEALANTS AND OTHER DEBRIS FROM

MASONRY OPENING BEFORE INSTALLATION OF NEW WINDOW

ASSEMBLY.

4. WINDOWS SHALL NOT BE REMOVED UNTIL REPLACEMENT WINDOW AND

ALL ASSOCIATED HARDWARE, TRIM, GLAZING, AND SEALANTS ARE

DELIVERED TO SITE AND READY FOR INSTALLATION.

5. ALL WINDOW SEALANT IN CAST STONE, BRICK, CONCRETE, OR OTHER

ADJACENT MATERIALS SHALL BE REMOVED AND REPLACED WITH NEW

SEALANT TO MATCH COLOR OF EXISTING ADJACENT MATERIALS.

6. PROVIDE MANUFACTURER'S STANDARD ALUMINUM COVER BETWEEN

MULTIPLE WINDOWS THAT ARE JOINED TOGETHER TO MATCH COLOR OF

ADJACENT WINDOWS.

STEPHEN D. HERRING

Lic. No. 015253

12/14/2023

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0 1' 5' 10'

1/4"=1'-0"

WINDOW TYPES

4' -7

/4

6' -6

/4

3' -0

3' -8

3/

4"

EQ

2"

EQ

3/ 4"

2"

2" 2"2"

3'-8 1/2"±

2"2"

3'-2"±

2 1/2"3'-2"±

3'-8"±

2"2"

TYPE SH1 TYPE SH2 TYPE A1 TYPE F1

2 1/2"

3/

4"

3/ 4"

2"EQ

EQ

2' -0

/2

2" 2"

3'-3 3/4"±

2"2"

TYPE F2

6' -3

2" 2"

3'-3 3/4"±

2"2"

TYPE F3 TYPE F4

3' -2

/2

2" 2"

3'-3 1/8"±

2"2"

NOTE: WINDOW FRAME DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY ALL MASONRY OPENINGS.

H1 S1

J1 (SIM)

SCALE:

1'6"3"0 9"

1 1/2"=1'-0"

TYPICAL WINDOW HEAD, JAMB, AND SILL DETAILS

H2 S2

J2 (SIM)

H3 S3

J3 (SIM)

(E)WINDOW HEAD

BLOCK

SEALANT

BY WINDOW

MANUFACTURER

SILL EXTENDER

SEALANT

(E)WINDOW SILL

BLOCK

SEALANT

(E)WALL

SINGLE HUNG

ALUM WINDOW

ASSEMBLY

WOOD SHIM

ASSEMBLY

SEALANT

(E)MTL WINDOW

TRIM; REMOVE

AND REINSTALL

AS NECESSARY

FOR WINDOW

INSTALLATION

(E)WOOD

BLOCKING

(E)MTL WINDOW

TRIM

SEALANT

(E)WALL

AWNING /

PROJECT OUT

ALUM WINDOW

WOOD SHIM

ASSEMBLY

SEALANT

WOOD SHIM

ASSEMBLY

SEALANT

BY WINDOW

MANUFACTURER

SILL EXTENDER

SEALANT

(E)WINDOW SILL

BLOCK

SEALANT

SEALANT

(E)STEEL

CHANNELS

(E)WINDOW SILL

BLOCK

SEALANT

WINDOW

ASSEMBLY

FIXED ALUM

SEALANT

(E)WALL

WOOD SHIM

ASSEMBLY

SEALANT

WOOD SHIM

H4 S4

J (SIM)

SEALANT

(E)DOOR

ASSEMBLY

WINDOW

ASSEMBLY

FIXED ALUM

(E)WINDOW

HEAD BLOCK

SEALANT

(E)WALL

WOOD SHIM

ASSEMBLY

NOTES:

1. CONTRACTOR SHALL CUT

GYPSUM WALL BOARD OR

PLASTER AS REQUIRED FOR

WINDOW UNIT REMOVAL.

CONTRACTOR SHALL PROVIDE

FINISH MATERIALS TO RETURN

TO WINDOW FRAME SIMILAR TO

EXISTING CONDITIONS. FINISH

MATERIALS SHALL MATCH

ADJACENT MATERIALS IN

THICKNESS, TEXTURE, AND

COLOR.

2. REMOVE SURFACE RUST FROM

ALL STEEL CHANNELS AND

STEEL LINTELS. PRIME AND

PAINT STEEL WHILE WINDOWS

ARE REMOVED. COLOR SHALL

MATCH SURROUNDING

WINDOWS.

CITY OF LYNCHBURG

CIRCUIT COURT

WINDOW REPLACEMENT

LYNCHBURG, VIRGINIA

23096 2023-12-14

DATE:PROJECT NO:

VIRGINIA A&E, PLLC

1115 VISTA PARK DRIVE

FOREST, VIRGINIA 24551

PHONE: (434) 316-6001

Drawing No.:

1"

Full Scale Verification

0"

REVISIONS DATEBYNO.

SECTIONS, DETAILS, AND SCHEDULE

A4

WINDOW SCHEDULE

WINDOW

NO.

FRAME SIZE WINDOW

TYPE HEAD JAMB SILL NOTESWIDTH HEIGHT

1 3'-8 1/2"± 3'-0"± A1 H2 J2 (SIM) S2 1

2 3'-8 1/2"± 3'-0"± A1 H2 J2 (SIM) S2 1

3 3'-8 1/2"± 3'-0"± A1 H2 J2 (SIM) S2 1

4 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

5 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

6 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

7 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

8 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

9 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

10 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

11 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

12 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

13 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

14 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

15 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

16 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

17 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

18 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

19 3'-3 3/4"± 2'-0 1/2"± F2 H4 J4 (SIM) S4

20 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

21 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

22 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

23 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

24 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

25 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

26 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

27 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

28 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

29 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

30 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

31 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

32 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

33 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

34 3'-3 3/4"± 6'-3"± F3 H4 J4 (SIM) S4

35 3'-3 1/8"± 3'-2 1/2"± F4 H3 J3 (SIM) S3

36 3'-3 1/8"± 3'-2 1/2"± F4 H3 J3 (SIM) S3

37 3'-3 1/8"± 3'-2 1/2"± F4 H3 J3 (SIM) S3

38 3'-3 1/8"± 3'-2 1/2"± F4 H3 J3 (SIM) S3

39 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

40 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

41 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

42 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

43 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

44 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

45 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

46 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1 2

47 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1 2

48 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1 2

49 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1 1, 3

50 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1 1, 3

51 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1 1

52 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1 1

53 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

54 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

55 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1 1

56 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

57 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

58 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

59 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

60 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

61 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

62 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

63 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1 1

64 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1 1, 3

65 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

66 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

67 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

68 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

69 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

70 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

71 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

72 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

73 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

74 3'-8"± 3'-8"± F1 H3 J3 (SIM) S3 1

75 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1 1, 3

76 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

77 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

78 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

79 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

80 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

81 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

82 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

83 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

84 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

85 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

86 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

87 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

88 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1 1, 3

89 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1 1, 3

90 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

91 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

92 3'-2"± 6'-6 1/4"± SH2 H1 J1 (SIM) S1

93 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

94 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1 1

95 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

96 3'-2"± 4'-7 3/4"± SH1 H1 J1 (SIM) S1

NOTES:

1. PROVIDE TEXTURED PATTERN GLASS PER SPECIFICATIONS IN SECTION 085113.

2. EXISTING WOOD TRIM TO REMAIN. ANY WOOD TRIM REQUIRED TO BE REMOVED

AS PART OF WINDOW REPLACEMENT SHALL BE DONE IN A MANNER TO LIMIT

DAMAGE. ANY WOOD TRIM THAT IS DAMAGED SHALL BE REPLACED AND MATCH

EXISTING IN WOOD TYPE, PROFILE, SIZE, AND COLOR.

3. EXISTING CERAMIC TILE AROUND PORTIONS OF WINDOW TO REMAIN. ANY TILE

REMOVED AS PART OF WINDOW REPLACEMENT SHALL BE REPLACED WITH

CERAMIC TILE THAT MATCHES EXISTING ADJACENT IN SIZE, COLOR, TEXTURE,

THICKNESS, PATTERN, EDGE DETAIL, AND GROUT COLOR.

STEPHEN D. HERRING

Lic. No. 015253

12/14/2023

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