Addendum #2 - 2024-11-07 - BCCCH IFB#24-24813.pdf

Ad d e n d u m

10 9th S treet , Lynchburg , Vi rginia 24504 p 434-846-8456 | f 434-846-4534 | www.archi tecturalpar tners.com

Botetourt County New Circuit Courthouse

DATE: 11/7/2024

TO: All Bid Document Holders

FROM: Gary E Harvey

COMM. #: 24131

ADDENDUM #: 2

BID DATE*: 11/26/2024

*See QUESTIONS/ANSWERS AND CLARIFICATIONS #1

BID TIME: 2:00pm

BID LOCATION: Purchasing Office, Rm. 200, at 57 S. Center Drive, Daleville, VA 24083, Atten: Stephanie Sparks - purchasing@botetourtva.gov

This addendum becomes part of the Construction Documents. The following changes, additions, and deletions shall be made to the following documents; all other conditions shall remain the same. Please attach to all copies of the Construction Documents which you are holding.

All Contractors are to state in their bid the receipt of this addendum.

Instruction to Bidders:

ADDENDUM TO THE DRAWINGS:

Number Drawing Detail No.

AD2.1 C-102 n/a Illustrated extents of backfill to be removed behind retaining wall ‘RW-EX’ and added note for clarification.

AD2.2 L100 &

L404

1 Clouded area of plan and added note to address contractor question. See QUESTIONS/ANSWERS AND CLARIFICATIONS

#3.

AD2.3 L401 1 Callout corrected from 3/504 to 4/505.

AD2.4 L402 1 Callout corrected from 10/502 to 10/500.

AD2.5 A1.04a 1 Added “SEE STRUCTURAL.” to note pertaining to grating.

http://www.architecturalpartners.com/

2 Deleted.

AD2.6 A1.05.a 1 Showed downspout locations routed from metal roof areas to basement. Changed wall type for a portion of wall at ‘Clerk Waiting 103A’.

AD2.7 A1.06.a 1 Showed downspout locations routed from metal roof areas to basement. Added callouts for ‘3A1.43’. Adjusted dimensions in ‘Hearing Courtroom 213’.

AD2.8 A1.08.a 1 Illustrated downspout locations near portico.

AD2.9 A1.11 1 Added callout plan reference ‘4/A1.12’.

2 Revised ‘Public Corr. 201’ ceiling tag from ‘ACT-1’ to ‘ACT- 4’. Removed bulkhead at ‘W. Toilet 205’. Revised height of ceiling tag ‘2101’ from 27’-6” to 27’-3”.

n/a Added general reference note stating “SEE SHEET A1.13

FOR TYPICAL BULKHEAD AND CEILING TRANSITION

DETAILS.“

AD2.10 A1.12 1 & 2 Showed section reference ‘1/A1.13’. Added dimension references for bulkhead locations.

3 Adjusted view crop to show bulkhead sections ‘12/A1.13’.

Illustrated bulkheads in ‘Jury Assembly’. Revised ceiling elevation tags in ‘Lobby’ to reference finish floor of the ‘Lobby’, changing from 13’-6” to 25’-6”.

4 Added callout reflected ceiling plan.

AD2.11 A1.13 13 Illustrated taller vertical insulation.

AD2.12 A1.40a- A1.42

ALL For clarity: revised inconsistent hatch patterns, rotated details to align with plan North, and deleted unused details.

AD2.13 A1.43 1, 3, & 4 Added dashed downspout above for increased clarity.

AD2.14 A3.10 9 & 11 Illustrated header framing at base of bulkhead in section detail #9 and added enlarged section detail #11.

AD2.15 A3.11a 3 & 11 Clarified standard riser/nosing profile by replacing detail #3 and deleting detail #11.

AD2.16 A4.02 1 Included downspout piping from upper roof.

AD2.17 A5.10 2, 3, 4, 5, 6,

7, & 8

Revised trim profiles and notes to match the correct profiles from ‘A1.25’ and ‘A6.02b’.

AD2.18 A5.11 3 Callout waterproofing on the exterior face of the foundation wall.

AD2.19 A5.12 1, 2, 3, 4, 5,

6, 7, 8, 10, &

Revised trim profiles and notes to match the correct profiles from ‘A6.02b’.

AD2.20 A5.15 ALL Changed references as follows: “Bentonite” to “Bentonite Waterproofing Membrane”, “Membrane” to “Sheet Waterproofing Membrane”, “Approved Protection Course” to “Approved Protection/Drainage Sheet”, “Bentoseal” to “Bentonite Sealant”, “M-2000” to “Liquid Sealant”, and “Above Grade Air Barrier” to “Weather Barrier”. Changed titles of details.

NOTES Added note #2 stating, ”All sections of all subgrade building walls, regardless of wall assembly, are to be waterproofed in strict accordance with drawing details, specifications, and single-source manufacturer’s instructions for a complete and warrantied system.”

1 Removed gap between insulation and CMU. Changed text of note from ‘OTHERS’ to ‘CONTRACTOR’. Added note #2 stating “SIMILAR ASSEMBLY FOR CONCRETE WALL.”

7 Illustrated through wall metal drip edge flashing.

9 Deleted.

10 Removed excess components and references.

AD2.21 A6.01 DOOR

SCHEDULE

Changed all 1/A6.02b casings to ‘13/A6.02b’ and updated head and jamb details associated with these doors.

WINDOW

SCHEDULE

Revised window casing types.

AD2.22 A6.03 H5 & J5 Revised details to align more closely with existing vault frame and casing.

AD2.23 A6.04 H13, J13,

H18, J18

Revised casing and jamb profile references.

AD2.24 A6.05 H19, J19,

H20, J20

Changed referenced casing detail from ‘1/A6.02b’ to ‘13/A6.02b’.

AD2.25 A6.10 3 & 4 Revised hollow metal transom frame/door header to 6” hollow metal.

AD2.26 A7.20 ALL Changed detail names to include view direction. Updated casing profiles to be consistent with scheduled profiles.

Clarified window tags.

AD2.27 A7.20 5

AD2.28 S1.5 n/a Added further clarification and references to note regarding backfill work at retaining wall ‘RW-EX’.

AD2.29 S1.7 25 Removed second slab and illustrated full depth of turndown.

AD2.30 P2.01-

P2.04

ALL Illustrated downspout piping from two downspouts on the high roof area at attic to the storm line in the basement.

AD2.31 E2.02.a n/a Added note #10.

AD2.32 E2.04.a n/a Added note #9. Noted additional data at wall mounted televisions in witness rooms. Added additional WAP in ‘Jury Assembly’ and Witness 3’. Added receptacle and data for wall mounted television in ‘Hearing Courtroom’. Added power to motor operator in the other ‘Jury Courtroom’.

AD2.33 E2.04b n/a Revised rack layout in telecom area. Noted additional data ports in both courtrooms.

AD2.34 E3.05 EMP2 & P2 Revised circuits.

AD2.35 E3.06 P2A Revised circuits.

AD2.36 E4.07 N/A Revised rack layout in telecom area.

ADDENDUM TO THE SPECIFICATIONS:

Number Spec Section

AS2.1 01 1000 Included additional Owner supplied Contractor installed items.

AS2.2 07 4213 Revised to include both to FW-120 – Exterior Wall Panel and Artisan – Interior Liner Panel

AS2.3 09 5423 Added section covering exterior metal ceiling at portico.

AS2.4 12 2400 Clarified conflicts throughout specification in response to Contractor questions. See QUESTIONS/ANSWERS AND

CLARIFICATIONS #8-#13.

AS2.5 12 5000 Revised Section 2.01 to read “SEE ATTACHED

FURNITURE SPECIFICATIONS AND DATA FOR BASIS

OF DESIGN”.

AS2.6 26 0533 Revised Section 2.12(C).

AS2.7 28 1311.01 Added section covering card reader pedestal.

QUESTIONS/ANSWERS AND CLARIFICATIONS:

Number

1 Question We are requesting that the date for final questions be extended to November 12

Answer The last day for questions has been extended to Tuesday, November 12th and the bid date will be extended to Tuesday, November 26th.

2 Question Will the areas requiring the clean agent fire protection need to have a wet system back-up?

Answer No, the areas that are to be protected by clean-agent suppression are not to be protected with a wet system for back-up.

3 Question Please clarify the scope for all pavers that are to be mortar-set vs. all pavers that are to be sand-set.

a. Detail 2/L500 shows a metal edge restraint. Specification Section 32 1400, part 3.3 describes the edge pavers as being mortar-set.

b. ) L404 shows at least 3 notes stating the pavers are to be mortar-set. Are we to assume all pavers shown on this sheet are mortar-set? This refers only to full-height pavers.

Thin pavers are to be mortar-set. Correct?

Answer See attached revised drawing sheets L100 and L404 for clarification.

4 Question Where on the site is the temporary bell structure located?

Answer See sheet L402 (included with this addendum) for location information.

5 Question Please clarify the scope of the retaining wall backfill removal and replacement. Are we only removing and replacing portion or the entire length of the wall?

Answer See revised sheets C-102 and S1.5 (included with this addendum) for further information.

6 Question Sheet FP1.04 calls for the gabled attic space to be sprinkled. The structure is steel and the roof deck is metal. Thus being non-combustible construction this area does not require sprinklers per NFPA-13. Please confirm sprinklers will be required.

Answer Fire sprinkler coverage may be omitted in locations where coverage is not required by NFPA 13 as determined by the sprinkler contractor.

7 Question Will the cupola be required to be sprinkled?

Answer Fire sprinkler coverage may be omitted in locations where coverage is not required by NFPA 13 as determined by the sprinkler contractor.

8 Question No blackout fabric is listed in the specifications. Which blackout do we price?

Answer Shade fabric is to be ‘EcoVeil Screens – 1550 Series (3% open). Specification section ‘12 2400 – Window Shades – MechoShade Systems’ has been updated.

9 Question Specifications list both 120v EDU and 24v EDU. Which one is required?

Answer 120v EDU. Specification section ‘12 2400 – Window Shades – MechoShade Systems’ has been updated.

10 Question Specifications call for double roller shades but only list one fabric 1550 series 3%, the drawing on sheet A1.14 shows a single roller shade, in a 5"x 5" recessed ceiling pocket. Are these single or double roller shades? The pocket for a double shade is a lot bigger than 5" x 5”.

Answer The roller shades are to be single roller in a recessed ceiling pocket.

Specification section ‘12 2400 – Window Shades – MechoShade Systems’ has been updated.

11 Question Are motorized roller shades operated as a group, controlled by a single wall switch?

Answer Motorized roller shades are operated as a group controlled from a singular switch location. See note #1 on Sheet E2.04.a.

12 Question Are motorized shades connected to and controlled with a third party system?

Answer There is no third-party system planned for the integration and control of the motorized shades.

13 Question If roller shade system are single roller shades with solar fabric. Are side channels required?

Answer Side channels are not required. Specification section ‘12 2400 – Window Shades – MechoShade Systems’ has been updated.

ATTACHMENTS:

1) Specification sections as listed under ‘Addendum to the Specifications’

2) Drawing sheets as listed under ‘Addendum to the Drawings’

END OF ADDENDUM #2

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FF =1251.61'

2-ST BRICK

BUILDING

"MUSEUM"

FF =1261.5'

2ND FLOOR

FF =1243.15'

FF =1246.9'

FF =1257.3'

FF =1257.3'

FF =1257.3'

3-ST BRICK BUILDING

FF =1246.85'

3-ST BRICK

BUILDING

"OLD JAIL"

FF =1256.85'

2ND FLOORFF =1238.64'

FF =1227.58'

GARAGE

15" CMP - RCP

(APPEARS TO

CHANGE UG)

INV IN =1226.7'

INV OUT =1220.2'

DROP INLET

TOP =1209.8'

INV OUT =1207.6'

SIGN

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MONUMENTS

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STONE WALL

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FF =1254.82'

FF =1247.40

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FF =1252.24'

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FF =1225.46'

2ND FLOOR

FF =1214.74'

GARAGE

FF =1225.46'

2-ST FRAME

BUILDING

2-ST BRICK FRAME

BUILDING

TIMBER WALL

18" RCP W/ FLARED

END SECTION

INV IN =1204.9'

DROP INLET

TOP =1207.2'

INV IN =1204.9'

INV OUT =1204.8'

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24" HICKORY

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LOCUST CLUSTER

15" PINE

15" PINE

10" PINE

22" PINE

12" PINE

24" PINE

24" PINE

12" PINE

14" MAPLE (2)

20" TREE

28" MAPLE 10" ORN

8" DOGWOOD

8" DOGWOOD

36" MAPLE

36" OAK

36" OAK

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32.0'

DOUBLE CEDAR

16.2'

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.8

13.2'

43.7'

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12.3'

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2.2'

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28.1'

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8.

1'

0.7' 24.0'

15.4'

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5.7' 5.4' 15.2' 3.9' 31.9'

43.5'

8.

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1'

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3.7'

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25.3'

4.

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4.

4' 40.3'

25.1'

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1.9'

23.9'

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26.0'

0.7'

1.0' 1.0'

1.0' 1.0'

.9

37.3'

CENTERLINE OF PAVEMENT

CENTERLINE OF PAVEMENT

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1207.1' +

1207.5' +

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TW 1250.3'

BW 1246.6'

TW 1255.2'

BW 1250.9'

TW 1255.5'

BW 1252.0'

TW 1236.7'

BW 1232.5'

+1249.1'

+1246.4'

+1244.9'

CONTROL NAIL

N: 3708484.03 E: 11082806.81

ELEV: 1208.69

CONTROL NAIL

N: 3708346.58 E: 11083252.48

ELEV: 1241.19

CONTROL NAIL

N: 3708127.74 E: 11083228.78

ELEV: 1257.81

CONTROL NAIL

N: 3708444.48 E: 11083023.76

ELEV: 1245.35

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N87° 04' 20"E

298.42'

N 2°

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W

9.

N87° 04' 20"E 149.95'

N 0°

8'

0"

E

6.

N49° 0 9' 31"E

33.78'

N79° 16' 42"E

100.80'

N59° 07' 56"W 40.88'

N85° 20' 40"W 82.01' S87° 04' 20"W

326.19'

S2 ° 5

5'

0" E

7.

BOTETOURT COUNTY

BOARD OF SUPERVISORS

PID: 73A(1)20&20A

BOTETOURT COUNTY

COURTHOUSE

PID: 73A(1)15-19

1257.81

1256.65

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APPROXIMATE PER

INSPECTION OF

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LIMITS OF

CONSTRUCTION (2.95AC)

LIMITS OF

CONSTRUCTION (2.95AC)

LIMITS OF

CONSTRUCTION (2.95AC)

LIMITS OF

CONSTRUCTION (2.95AC)

SSF

EXISTING BRICK

SIDEWALK TO REMAIN

EXISTING BRICK

SIDEWALK TO BE

REMOVED AS SHOWN

EXISTING BRICK

SIDEWALK TO BE

REMOVED AS SHOWN

REMOVE

EXISTING

MANHOLES

REMOVE

EXISTING

SANITARY

EXISTING

PAVING/GUARDRAIL

TO BE REMOVED

CAP EXISTING

6" SANITARY SEWER

ABANDON EXISTING

SANITARY SEWER

SAWCUT AND REMOVED

EXISTING CONCRETE DITCH

AS NEEDED TO INSTALL NEW

ENTRANCE CULVERT PIPE

CONTRACTOR TO REMOVE

EXISTING UNDERGROUND

ELECTRIC

TP

X

X

TP

X

X

TP

X

X

TP

X

X

REMOVE

EXISTING

SANITARY

EXISTING

MANHOLE

TO REMAIN

EXISTING

MANHOLES

TO REMAIN

SAWCUT AND REMOVE

EXISTING ASPHALT AS SHOWN

SAWCUT AND REMOVE

EXISTING ASPHALT AS SHOWN

SAWCUT AND REMOVE

EXISTING ASPHALT AS SHOWN

SAWCUT AND REMOVE

EXISTING WALL AS SHOWN

COMMUNITY

CENTER

DODD BLD/OLD

PUBLIC WORKS

ALL EXISTING PAVEMENT TO BE SAWCUT SHALL

BE CUT TO A MINIMUM WIDTH OF 1' AND TO THE

FULL DEPTH OF THE EXISTING PAVEMENT (TYP)

SAWCUT AND REMOVE

EXISTING ASPHALT AS SHOWN

SAWCUT AND REMOVE

EXISTING ASPHALT AS

SHOWN

SAWCUT AND REMOVE

EXISTING ASPHALT AS SHOWN

SAWCUT AND REMOVE

EXISTING ASPHALT AS SHOWN

SAWCUT AND REMOVE

EXISTING ASPHALT AS SHOWN

10 7 10 76

10 7

10 7

2 31 5 84

REMOVE EXISTING WATER METER

AS SHOWN AND ABANDON LATERAL

AT THE WATER MAIN

ABANDON EXISTING LATERAL

AT THE WATER MAIN

REMOVE

EXISTING STAIRS

AS SHOWN

RELOCATE

EXISTING

HVAC UNIT

SALVAGE EXISTING

MECHANICAL

UNITS FOR RE-USE

(SEE LOH A1.1)

REMOVE EXISTING

FOUNDATION

FOLLOWING

REMOVAL OF

BUILDING. FILL

AND REGRADE

WITH CLEAN SOIL.

SAWCUT AND REMOVE

EXISTING ASPHALT

AS SHOWN

RELOCATE 3 PHASE AND

SINGLE PHASE ELECTRIC

(SEE UTILITY SHEET C-105)

RELOCATE

COMMUNICATION

LINES (SEE

UTILITY SHEET C-105)

PUBLIC PARKING

AND ACCESS TO

REMAIN UNTIL

UPPER PARKING LOT

IS OPEN

REMOVE

EXISTING

SANITARY

REMOVE AND STORE

EXISTING FENCE

AND GATE/RE-INSTALL

AFTER LAW OFFICE MOVE

AND STORM SEWER

INSTALLATION

PERMANENTLY REMOVE

AFTER WALL PEDESTRIAN

GUARDS INSTALLED

REMOVE POLE AND BASE

REUSE POLE AT RELOCATED

LOCATION IF NEEDED

EXISTING

SANITARY

TO REMAIN

EXISTING

SANITARY

TO REMAIN

EXISTING

SANITARY

TO REMAIN

EXISTING

SANITARY

TO REMAIN

CO

1.1

24.72'

17.82' 8.75'

9.06'

12.22'12.50'

8.

S

CE

THROUGHOUT HATCHED AREA, REMOVE ALL EXISTING BACKFILL INSTALLED BEHIND

RETAINING WALL (RW-EX) DOWN TO BOTTOM OF FOUNDATIONS. REMOVED BACKFILL

MATERIAL IS TO BE ASSUMED SUITABLE FOR PERMANENT PLACEMENT/REUSE AFTER IT IS

INSPECTED AND APPROVED FOR REUSE BY OWNER'S THIRD-PARTY INSPECTOR. INSTALL

NEW BACKFILL AS INDICATED PER STRUCTURAL. (SEE STRUCTURAL SHEET S1.5 FOR

FURTHER INFORMATION) EXCESS OR UNSUITABLE/SOIL CONTAMINATED STONE BACKFILL

(#57 STONE) MAY BE USED DURING THE CONSTRUCTION PROCESS TO CONSTRUCT

TEMPORARY PARKING AREAS OR TEMPORARY ACCESS ROADS.

10/18/2024

DATE:

DRAWN:

CHECKED:

NRO

PCP

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A

R C

H

IT

E C

T U

R A

L P

A R

T N

E R

S

P .C

LAT: 37.499228°

LONG: -79.878238°

ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL

GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES

2524 LANGHORNE ROAD LYNCHBURG, VA. 24501

434.847.7796 HANDP.COM

INSPIRED / RESPONSIVE / TRUSTED

20200660

Lic. No. 034330

PATRICK C. PROFFITT

BID SET

10/18/2024

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SCALE 1" = 20'

0 10 20 40 C-102

DEMOLITION

AND STAGE 1

E&S PLAN

CE

SSF

IP

REFER TO SHEET C-002 FOR DEMOLITION NOTES

REFER TO SHEET C-002 FOR EROSION CONTROL NOTES

REFER TO SHEET C-505 FOR EROSION CONTROL DETAILS

DENOTES ITEM

TO BE REMOVED/DEMOLISHED

DENOTES ITEM

TO BE REMOVED/DEMOLISHED

LIMITS OF CONSTRUCTION

NEW LEGEND:

X

VIRGINIA UNIFORM CODING SYSTEM FOR EROSION

AND SEDIMENT CONTROL PRACTICES

* CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT

CONTROL HANDBOOK (JULY 1992)

TEMPORARY CONSTRUCTION ENTRANCE (3.02)

SUPER SILT FENCE (3.05)

STORM DRAIN INLET PROTECTION (3.07)

TP TREE PRESERVATION & PROTECTION (3.38)X

X

PRESERVATION OF HISTORIC MATERIALS

THE BOTETOURT COUNTY COURTHOUSE DESIGN CALLS FOR THE SALVAGE AND RE-USE

OF THE BOTETOURT COUNTY COURTHOUSE STONE WALLS AND FENCE MATERIALS.

THE FOLLOWING MATERIALS SHALL BE PRESERVED AND ARE TO BE REPURPOSED:

· IRON FENCE MATERIAL- INCLUDING PICKETS AND POSTS AND ASSOCIATED

HARDWARE

· IRON COLUMNS INCLUDING ALL ASSOCIATED HARDWARE

· IRON GATE WITH ARCHWAY INCLUDING ASSOCIATED HARDWARE.

· ALL CAP STONES FROM THE WALLS ADJACENT TO THE EXISTING COURTHOUSE.

· ALL STONE FROM THE WALLS ADJACENT TO THE EXISTING COURTHOUSE

THE CONTRACTOR SHALL SUPERVISE CAREFUL REMOVAL OF THE ABOVE MATERIALS IN

ORDER TO PRESERVE ALL COMPONENTS AND HARDWARE, REGARDLESS OF CONDITION

AT THE TIME OF REMOVAL. THE IRON FENCE SHALL BE DISASSEMBLED IN FULL PANEL

LENGTHS IN A CAREFUL MANNER MINIMIZING SAWCUTS AND AVOIDING DAMAGE. ALL

FASTENER COMPONENTS INCLUDING BROKEN OR RUSTED OUT COMPONENTS SHALL BE

PRESERVED AND MARKED WITH A UNIQUE IDENTIFIER SO THAT THEY CAN BE REUSED

OR EVALUATED FOR THEIR REPLACEMENT. NEW HARDWARE WILL BE REQUIRED TO

RE-ANCHOR THE RAILINGS, GATE, AND COLUMNS. NEW HARDWARE WILL NEED TO

MATCH EXISTING HARDWARE. THE GATE SHOULD BE REMOVED WITH AS LITTLE

DISASSEMBLY AS POSSIBLE, WHILE STILL RETAINING THE INTEGRITY OF THE UNIT. IF

ANY FENCE, GATE, OR COLUMN COMPONENTS ARE DAMAGED IN THE REMOVAL

PROCESS, THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY REPAIR, WELDING, OR

RE-FINISHING IN ORDER TO ACHIEVE A PRODUCT EQUAL TO THE EXISTING CONDITION.

THE CONSTRUCTION MATERIALS SHALL BE STORED, STACKED, AND HANDLED IN SUCH

A MANNER TO PREVENT DETERIORATION, AND INTRUSION OF FOREIGN MATTER AND TO

ENSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK. THE

MATERIALS SHALL BE SEGREGATED AS PER THEIR TYPE, SIZE, AND LENGTH, AND

PLACED IN NEAT, ORDERLY PILES THAT ARE SAFE AGAINST FALLING. IF THE PILES ARE

HIGH, THEY SHALL BE STACKED AT SUITABLE INTERVALS IN HEIGHT, AND A

PASSAGEWAY OF 3 FT WIDTH IS PREFERRED IN BETWEEN THE PILES OR STACKS FOR

INSPECTION OR REMOVAL. THE CONSTRUCTION MATERIALS SHALL BE STACKED ON

WELL-DRAINED, FIRM, AND UNYIELDING SURFACE AND SHALL NOT BE STACKED TO

IMPOSE ANY UNDUE STRESSES ON WALLS OR OTHER STRUCTURES.

UPON COMPLETION OF THE MATERIAL STOCKPILE, THE ARCHITECT AND CONTRACTOR

WILL WORK TOGETHER TO SELECT THE MATERIALS TO BE REPURPOSED FOR

CONSTRUCTION. ONCE SELECTIONS HAVE BEEN MADE, MATERIALS MARKED FOR

REJECTION MAY BE DISPOSED OF AND MATERIALS MARKED FOR PRESERVATION SHALL

BE STAGED FOR THEIR REUSE.

CONTRACTOR SEE NOTE AT TOP OF PAGE FOR

PRESERVATION OF HISTORIC MATERIALS

BEFORE STARTING DEMOLITION ACTIVITIES.

CONTRACTOR TO REFERENCE PROJECT

MANUAL FOR SALVAGE ITEMS LIST.#

SOME UTILITIES SHOWN ON SITE MAY NO LONGER BE

IN SERVICE. CONTRACTOR TO VERIFY AND CONFIRM

WITH THE RESPECTIVE UTILITY PROVIDERS THAT THE

EXISTING UTILITIES ARE ENERGIZED AND IN SERVICE.

REVISIONS:

NO. 2 ADDENDUM 2 11/07/24

11/07/2024

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NORTH

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CENTERLINE OF PAVEMENT

CENTERLINE OF PAVEMENT

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CONCRETE DITCH

W. BACK STREET

ROUTE T-1205

S.

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(3 3'

R /W

W. MAIN STREET

ROUTE T-630

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X

X X

X X

X X

NEW

TRANS.

W W

EOI

Lower Parking Area L403

North Parking Area L401

Town Green L402

Front Courthouse L400

Town Green

Lawn

Lawn

Brick

C on cr et e

S id ew al k

Concrete

Brick

Brick

"SOUTH STREET

PARKING AREA"

"NORTH SECURE

PARKING AREA"

"UPPER

PARKING

AREA"

"LOWER

PARKING

AREA"

Conc.

L404

"LAW OFFICE

GROUNDS"

Law Office Grounds

DATE: 10/18/2024

DRAWN:

CHECKED:

BJS

JM

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

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LAT: 37.499228°

LONG: -79.878238°

BID SET

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10-18-2024

L100

LANDSCAPE

IMPROVEMENTS

AND LAYOUT

Site Improvements Plan L100

Scale: 1" = 20' - 0" 0' 20' 40'

10'

GENERAL NOTES:

ALL DISTURBED ARES SHALL BE SEEDED. SEE

LP SHEETS FOR ALL TURF AND SEEDED AREAS.

Addendum #2: All bricks within the clouded area are thin bricks that are set in mortar (with a mortared edge, as per detail1/L501). Brick pavers outside the clouded area shown on sheets L 401 to L-403 are full-depth bricks that are sand-set with a metal edge restraint, as per detail 2/L500)

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CENTERLINE OF PAVEMENT

W. BACK STREET

ROUTE T-1205

X X

X X

X X

X

X X X

NEW

TRANS.

L502

Perimeter Wall

RW-10

L502

Perimeter Wall

RW-6

Gate: See Architectural sheets

L500

Concrete steps with railing

L500

Railing

Step in wall height typ. Step in wall height typ.

O rnam ental/ sm all tree

LP500

8River cobble edge

Botetourt County Courthouse Building

5'

4'

6'

16'-8"

104°

13'-4"

90°

105'

65'-11"

R16'-5"Light typ. See Electrical sheets

Intercom Stanchion.

See Security Plan TS1.1

R23'-8"

156°

16'-11"

90°

3'-3"

156°

R28'

20'-3"

4'

5'

21' 5'-2"

6'

20'-10" 6'-3" 16'

5'

Step in wall height typ.

L505

"NORTH

SECURE

PARKING

AREA""UPPER

PARKING

AREA"44'-4"

89°

Wall steps down

Wall Step

Light typ. See electrical sheets

Expansion joint, typ.

See structural sheets for ramp details

L500

Handicap parking sign See Civil sheets

Concrete sidewalk:

See civil sheets

Light, typ. See Electrical sheets

Light, typ. See Electrical sheets

Ex. concrete

Ex. tree to remain

Intercom Stanchion.

See electrical sheets

L505

L505

Gen.

Trans.

6'

L500

Concrete steps with railing

DATE: 10/18/2024

DRAWN:

CHECKED:

BJS

JM

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

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LAT: 37.499228°

LONG: -79.878238°

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10-18-2024

L401

SITE

IMPROVEMENTS

& LAYOUT-

NORTH

SECURE

PARKING AREA

Site Improvements Plan- North Parking Area L401

M at ch lin e se e sh ee t L

Scale: 1" = 10' - 0" 0' 10' 20'

5'

Matchline see sheet L404

Addendum #2: Callout corrected from 3/504 to 4/5052

C D F

D Y H

10+37 10+00

GENERATOR

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-6

X

Brick paver on concrete base

Brick paver on concrete base

Perimeter wall- RW-6

Town green seatwall

RW-4.2

Stacked stone wall

RW-5.1

Stacked stone wall

RW-5.2

L502

L502

L500

L502

L502

L500

Stage area for eventsL500

Bench

Light post with outlet- See Electrical sheets

Botetourt County Courthouse Building Gate

Trash receptacle L500

4'-10" 7'-10" 6'-4"

6'

24'

5'-9"

11'-9"

Stone wall with cast stone cap

RW-4.1

L502

6'-9"

6'-8"

3'-3"

19'-6"

10'

6'

52'-6"

16'-10"

72'-10"

3'-1"

4'-11"

Step in wall height

Step in wall height

Stone wall with cast stone cap

RW-4.1

L502

Existng wall to remain

Light typ. See Electrical sheets.

Match existing grade

3'-3"

21'-6"

30'-1"

4'-8"

1'-6" 1'-6"

Concrete entrance ramp

Yard Hydrant typ.LP500

Grasspave2 LP500

Town Green

Lawn

Concrete

Brick

Existing walkway to remain

Existing walkways to remain

Relocated historic mill stone

4'

Conc.

"LAW

OFFICE

GROUNDS"

Bell shelter- See Architectural sheets

L500

Ex. sign

+252.10 +250.60 +249.10

Lights- See Electrical sheets

9'

9'Lights- See Electrical sheets

L505

Removeable bollardL501

BenchL500

L500

Repurposed RailingL502

6'

DATE: 10/18/2024

DRAWN:

CHECKED:

BJS

JM

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

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LAT: 37.499228°

LONG: -79.878238°

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10-18-2024

L402

SITE

IMPROVEMENTS

& LAYOUT-

TOWN GREEN

Site Improvements Plan- Town Green L402

Matchline see sheet L403

Matchline see sheet L400

Matchline see sheet L404

Scale: 1" = 10' - 0" 0' 10' 20'

5'

M at ch lin e se e sh ee t L

Addendum #2: Callout corrected from 10/502 to 10/5002

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XXXX

X X

X X

X X

X X

X X

X X

X

Precast cap and veneer

Conc.

Stepping stone base L501

L501

Brick seatwall, see ARCH plans

Seatwall L501

Bollard light typ.

See MEP Plans

Interpretive sign L501

Relocated WWII rock memorial

Expansion joint, typ. L500

Mortared brick to concrete sidewalkL501

Herringbone patternL500

Concrete sidewalk- See Civil sheets

Mortared brick L501

Mortared brick patio L501

Safety fence

CL

L501

Lewis and Clark Memorial NOAA Disk relocated

L501

Columns for balcony (See architecture sheets)

G en er at or p ad

Chain Link Gate

L501

Herringbone pattern L500

Herringbone pattern L500

Herringbone patternL500

Mortared brick L501

Mortared brick

L501

Bullnose edge all exposed/ above grade edges of porches ramps and stairs

"LAW

OFFICE

GROUNDS"

L502

Running bondL500

Patio steps

Bench mounting

Running bondL500

4L500 1Expansion joint, typ.

Running bondL500

L500 4Herringbone pattern

L500 4Herringbone pattern

Railing L500

Stone wall with precast concrete cap

RW-5.1.B

L502

Lewis and Clark sign relocated

Ex. Safety fence (to be replaced after Law

Office Building relocation)

Segmental retaining wall L501

Relocated Obelisk and Canons:

See Structural sheets. Final dimension to match field measurements of monuments

Trash receptacle L500

5' 5'-6"

10'

1'-6"

10'

18'-6"

5'-2"

5'-6"

14'-1"

9'-8"

6'-9"

5'-2"

2'-8"

2'-8"

16'14'-1"

2'

2'

18'-10"6'

7'-6"

2'3'

3'

L501 9Patio steps

Railing L500

Note:

1. Remove and store ex. fence and gate/re-install after Law Office move and storm sewer installation. Permanently remove after wall pedestrian guards are installed.

2. See Structural / Architectural details for ramp and porch edge conditions.

River Cobble LP500

26'1'

18'-2"

Relocated Bicentennial marker

Light typ. See electrical sheets

R1'-6"

R2'4'

CL

DATE: 10/18/2024

DRAWN:

CHECKED:

BJS

JM

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A

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A R

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LAT: 37.499228°

LONG: -79.878238°

BID SET

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10-18-2024

L404

SITE

IMPROVEMENTS

& LAYOUT- LAW

OFFICE

GROUNDS

Site Improvements Plan L404

M at ch lin e se e sh ee t L

M at ch lin e se e sh ee t L

Matchline see sheet L401

Scale: 1" = 5' - 0" 0' 5' 10'

2.5'

Addendum #2: All bricks within the clouded area are thin bricks that are set in mortar (with a mortared edge, as per detail1/L501). Brick pavers outside the clouded area shown on sheets L 401 to L-403 are full-depth bricks that are sand-set with a metal edge restraint, as per detail 2/L500)

C

A3.02

A3.02

A4.03

A4.01

A4.03

A4.03

A4.02

A3.01

A3.01

6 7

3.1

3.1

8.9

8.9

4.3

4.3

1.2

1.2 4.5

4.5

5.6

5.6

1 2

1.7

1.7 3

6.9

6.9

J J

KK

HH

NN

LL

PP

M M

J.1 J.1

J.5J.5

H.6H.6

K.5 K.5

A4.02

A2.03

________________________ 1 A4.01

K.9K.9

A2.03

A6.20

CRAWL SPACE

MECHANICAL

/ELECT.

006.2

FLEX

I.

M.

CL.1

CL.2

006D

006A

006C

UP

0E1

006G006H

006F

A3.13

1ELEV.

E1 L-11

L-3

L-1

L-2

27' - 8" 43' - 8" 27' - 8"

/8

/8

/8

1/

1/

F2B F

/8

/8

1/

/8

8' - 6 3/4" 9' - 4 1/2" 63' - 6 7/8" 4' - 0"

4' - 0"

1'

1/

8' - 8 3/8" 7' - 2" 8' - 7 5/8" 6' - 11 1/2" 9' - 3 5/8" 29' - 1" 27' - 0 1/8"

F 3' - 0"

1' - 0"

/2

/8

/4

1/

SEE STRUCTURAL. COORDINATE THE

LOCATION OF THE ACCESS PANELS

AND PITS WITH THE SELECTED

DETENTION PLUMBING FIXTURE PRIOR

TO INSTALLATION

A1.40a

A1.40a 9_ ______

A1.40a

A1.40a

A1.40a

A1.40a

A1.40a

9 _ ______ A1.40a

A1.40a

11 _ ______ A1.40a

A1.40a

A1.40a

A1.40a

A1.40a

A5.15

F1A

F1A

F1A F1A F1A

F1A

F1A

F1A

2' - 8"

10' - 0"

A1.40a

A1.40b

A1.40b

A1.40b

A1.40b

2 1/4"

A1.40a

A1.40a

A1.40a

A1.40b

A1.40b

A1.40b

A1.40b

NOTES:

• ALL CMU OUTSIDE CORNERS TO BE BULLNOSE

BLOCK

• ANY WATERPROOFING TO ALL SUBGRADE WALLS

IN ACCORDANCE WITH ASSOCIATED SECTIONS,

DETAILS, AND SHEET A5.15 UNLESS NOTED

OTHERWISE.

• VERIFY DOOR JAMB CLEARANCE IN ACCORDANCE

WITH 7/A6.02b

• SEE 8/A6.02b FOR TYPICAL DOOR PLACEMENT

(UNLESS DIMENSIONED OTHERWISE ON PLAN)

• COVER OR SHEATH ALL INSTALLED FRAMING AND

PROVIDE PROTECTION SUCH THAT WATER

CANNOT INFILTRATE THE WALL CAVITY BELOW

ARCHITECT

C O M

MO

NW

EA

LTH OF VIRGIN

AIGARY E. HARVEY

Lic. No. 11908

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A R

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P A

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/7

/2

5:

:1

PM

10/18/2024

JMT/BEG

KTG/BEG/JRW

GEH

BID SET

10/18/2024

A1.04.a

BASEMENT

FLOOR

ENLARGED-

PART A

C C

H

0 3' 12'6' 24'

3/16" = 1'-0"

TN PN

3/16" = 1'-0"A1.04.a

1 BASEMENT FLOOR ENLARGED PLAN- PART A

KEY PLAN

A1.04.a NOTES No. Note Text

303 CONCRETE SLAB- SEE STRUCTURAL

DRAWINGS

410 8" CMU - GROUT SOLID

No. Date 1 10/30/2024 2 11/7/2024

2 2

LC

C

U.C.

Refr.

A2.01

A3.02

A3.02

A4.03

A4.01

A4.03

A4.03

A4.02

A7.10

A7.31

A7.31

A7.32

A7.20

A4.01

A3.01

A3.01

A7.11

6 7

3.1

3.1

8.9

8.94

1.2

1.2 4.5

4.5

5.6

5.6

1 2

1.7

1.7 3

6.9

6.9

JJ

KK

QQ

HH

NN

LL

PP

M

M

J.1J.1

J.5J.5

H.6H.6

K.5K.5

A4.02

A2.03

A2.03

A7.31

A4.01

A7.11

A2.01

K.9K.9

A7.20

A6.10

A3.11b

A3.11b

A7.20

A6.02a

A2.03

A6.20

A6.20

PARALEGAL

OFFICE

MANAGER

ELECT.

ELEV.

E1

CLERK

OF

COURT

TLT.

LOBBY

102A

PUBLIC

SPACE

GENEALOGY

PRINT/

COPY

SECURITY

C.A.

WAITING

BOOK

KEEPER

CLERK

CLERK

STAIR

S01

LOBBY

ENTRY

CLERK

WAITING

103A

CORR.

TLT.

TLT.

JAN.

136A

146A

109A

103B

103A

137A

113A

CLERK

CORR.

VEST.

CORR.

CLERK

COUNTER

103B

RECEPTION

GENERAL

OFFICE

UP

W9

W1

W1W1 W1 W1

W1

W1

W1

W1

W8

W8

W8

W6

W3

145A

WORK

TABLES/

SUPPORT

W8

110A

VICTIM/

WITNESS

102A

143A

144A

141A

104A

101C101B

147A

DN

1201.1

101A

102C

102B

W1

W10

102D

G01A

DF

A1.1

A1.3

B1.1

B1.1

A1.1

B1.1

A1.1

A1.1

A1.1A1.1

A1.3

A1.3A1.2

A1.1

A1.2

A1.1

A1.1

A1.1

A1.1

A1.1

D

D1

D

A1.1

28' - 8" 39' - 5" 28' - 8"

1/

1/

6' - 9 1/2" 13' - 6" 8' - 4 1/2" 7' - 1" 9' - 0 1/2" 7' - 2" 9' - 0 1/2" 7' - 1" 8' - 4 1/2" 13' - 6" 6' - 9 1/2"

/8

7'

/8

/8

1/

1/

1/

1/

12' - 7 7/8"12' - 8 1/2"12' - 7 7/8"

7' - 7"

96' - 9"

/8

17' - 7" 10' - 7"

/4

11'

/8

/8

1'

1/

1"

7' - 3 1/2" 8' - 6 3/4"

/8

11'

/8

/8

/8

6' - 7" 5' - 1 5/8"

28' - 2" 39' - 5" 15' - 0" 14' - 2"

2' - 7 1/2" 3' - 11 3/8" 2' - 11 1/4" 8' - 4 3/8" 9' - 9 1/2"

29' - 2"

/8

/4

11'

/8

12' - 10" 36' - 0 7/8" 31' - 6 1/4" 16' - 3 7/8"

/8

6' - 9 1/2" 12' - 7 3/8" 16' - 8" 22' - 1 3/8" 9' - 4 7/8" 15' - 3 7/8"

8' - 6 1/2" 4' - 0 7/8" 8' - 0" 8' - 8"

7'

5' - 4 1/8" 6' - 4 1/2"

11' - 8 5/8" 14' - 8 1/8" 12' - 0 1/4"

11'

/8

/8

F11

W14

F13

F14

F26

F18

F19

A3.1

G1

A1.2

F15 A3.1A1.1

F12

F10

B1.1A1.1

A1.1 15' - 5 3/4"

16' - 1 5/8" 6' - 0" 9' - 4 5/8"

/8

9' - 6 7/8"

F16

3204 32043204 3204 3204 3204 3204

A1.43

A6.10

AO

AO

CR

CR

CR

CR

CR

A7.31

1/

1'

/4 "9

/8

1'

/4 "9

/8

1'

/4

/4

A7.30

A7.30

A7.30

A7.30

A7.30

A7.31

A7.31

G

G

G G

G

G

A1.3

G

/8

B1.1

A3.2

A3.2

1E1

A7.22 7a

A7.30

7' - 6" 7' - 6"

A1.43

A1.43

A1.43

A1.43

A1.43

A1.43

A1.43

A7.23

114A

A1.44

CL

102B

A1.44

2 _ ______ A1.44

A1.41a

A7.22 3a

A7.11

A1.05.a

A1.05.a

A2.03

D

811.2

A7.35

D1

A1.41a

A1.41a

A1.41a

A1.41a

A1.41a

A1.41b

718A 718A

718A

718A

718A

718A

SHADED AREA PLAN LEGEND

SMOKE PARTITION - NOT RATED

SMOKE PARTITION AFFECTED OR

CLEAN AGENT AREA

CLEAN AGENT / DRY CHEMICAL SEAL

NOTE:

ALL PENETRATIONS IN PERIMETER WALLS

THAT ARE TO CONTAIN A CLEAN-AGENT FIRE

SUPPRESSION SYSTEM SHALL BE PROPERLY

SEALED TO MAINTAIN THE INTEGRITY OF THE

CLEAN-AGENT FIRE SUPPRESSION SYSTEM.

PROPER SEALING SHALL BE IN ACCORDANCE

WITH THE MANUFACTURER’S SPECIFICATIONS

AND APPLICABLE BUILDING CODES.

1.2

K.9

401A

A3.1

1' - 0"

8.9 9

J.5

2' - 0"

1'

401A

NOTES:

• ALL CMU OUTSIDE CORNERS TO BE BULLNOSE

BLOCK

• VERIFY DOOR JAMB CLEARANCE IN ACCORDANCE

WITH 7/A6.02b

• SEE 8/A6.02b FOR TYPICAL DOOR PLACEMENT

(UNLESS DIMENSIONED OTHERWISE ON PLAN)

• COVER OR SHEATH ALL INSTALLED FRAMING AND

PROVIDE PROTECTION SUCH THAT WATER

CANNOT INFILTRATE THE WALL CAVITY BELOW

ARCHITECT

C O M

MO

NW

EA

LTH OF VIRGIN

AIGARY E. HARVEY

Lic. No. 11908

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A R

C H

IT

E

C T

U R

A L

P A

R T

N E

R S

P

.C

BO

TE

TO

UR

T

CO

UN

TY

N

EW

C

IR

C U

IT

C

O U

R

TH

O U

SE

W

ES

T M

AI

N

S T.

0, F

IN

C

AS

TL

E, V

A

O

JE

C

T N

O

/7

/2

5:

:3

PM

10/18/2024

JMT/BEG

KTG/BEG/JRW

GEH

BID SET

10/18/2024

A1.05.a

FIRST FLOOR

ENLARGED-

PART A

C C

H

TN PN

3/16" = 1'-0"A1.05.a

1 FIRST FLOOR ENLARGED PLAN- PART A 0 3' 12'6' 24'

3/16" = 1'-0"

A1.05.a NOTES No. Note Text

401A BRICK VENEER - FLEMISH BOND W/

GRAPEVINE STRUCK JOINT

413 PRECAST STONE PLINTH CAP - SEE DETAILS

ON 1/A1.44

414 PRECAST STONE COLUMN BASE

507 3 5/8" MTL STUDS @ 16"O.C.

509 METAL HANDRAIL - SEE TYPICAL DETAILS ON

A3.11a

602 FRP COLUMN COVER - SEE PROFILE ON

2/A2.10 -SEE BASIS OF DESIGN COLOR

605 5/8" GYPSUM SHEATHING

701 BATT INSULATION - R-19

702 2" RIGID INSULATION - R-10

707 BATT INSULATION - R-13

901 5/8" GWB - IMPACT RESISTANT

1003 QUEUING RAIL

1004 METAL DETECTOR - MAGNETOMETER

1005 X-RAY SCANNING MACHINE

1201.1 COUNTERTOPS & CASEWORK

2301 HVAC EQUIPMENT - SEE HVAC DRAWINGS

2302 STAINLESS STEEL FLOOR REGISTER VENT -

SEE MECHANICAL DRAWINGS

3204 SEE LANDSCAPING DRAWINGS FOR DETAILS

KEY PLAN

1/2" = 1'-0"A1.05.a

2 ELECT. 127 SHAFT DETAIL

1/2" = 1'-0"A1.05.a

CLERK OF COURT 110

SHAFT DETAIL

No. Date 1 10/30/2024 2 11/7/2024

CR

A3.02

A3.02

A2.02

A4.03

A4.01

A4.03

A4.03

A7.10

A4.01

A3.01

A3.01

6 7

3.1

3.1

8.9

8.9

4.3 4.5

4.5

5.6

5.6

1 2

2 3

6.9

6.9

JJ

KK

QQ

HH

NN

LL

PP

M M

J.1J.1

J.5

H.6H.6

K.5 K.5

A4.02

A4.01

A7.11

A2.01

A7.01

K.9K.9

A7.20

A7.20

A7.01

OPEN TO

BELOW

M.

TOILET

W.

TOILET

COURT

WAITING/JURY

ASSEMBLY

ELECT.

HEARING

COURTROOM

ELEV.

E1

VENDING

DETAINEE

232.1

ATTORNEY

CONF.

WITNESS

WITNESS

WITNESS

PUBLIC

CORR.

214A 213A

232.1A

210A

212A

DN

W6

W6

W12

W1

W1

W1W1 W1W1

W1

W1

W6

W6

W6

202A

203A

211A

205A

VEST.

206A

209A

208A 207A

232.2ASECURE

TOILET

232.2

201A

201B

W9

W9

W9

W9

W9

W11

W2 W2

1'

/8

7'

/8

/4

/8

11'

/4

4' - 0" 7' - 3 1/2" 8' - 6 3/4" 8' - 3 3/4" 39' - 5" 9' - 7 3/8" 13' - 11 5/8" 5' - 7"

1/

/8

/2

/8

/8

/8

8' - 11" 4' - 10 1/2" 10' - 4 1/2"

/4

/8

1"

1'

1/

"9

/2

/8

/8

1'

/2

/8

/8

1'

1"

1'

/8

/8

7'

/8

/8

1' - 9 1/2" A1.1 A2

A2

A2

A2

D B1.1

B2

A1.1

B1.1

A1.1

D

A2

A2

6' - 7 5/8" 13' - 2 5/8" 10' - 2 3/4" 13' - 3 1/2" 9' - 9 1/4" 6' - 4 1/8" 14' - 3" 8' - 4" 13' - 8 1/8"

35' - 9 1/8" 1' - 6"

36' - 4 3/8" 10' - 1 3/4" 6' - 0 1/2"

1/

1/

/8

7'

/8

/8

1/

1/

1/

1/

6' - 9 1/2" 13' - 6" 8' - 4 1/2" 7' - 1" 25' - 3" 7' - 1" 8' - 4 1/2" 13' - 6" 6' - 9 1/2"

28' - 8" 39' - 5" 28' - 8"

96' - 9"

/8

/8

/2

D

D

A2

A2

A2G G G G

G

I

IA2

G1

A2

G1

A3.1

A1.42

A1.42

A1.43

CR

CR

CRA2

A2

B1.1

I

G1

811.2

811.2

811.2

2E1

A7.22 18a

A7.22

I

B2

A7.30

A2 I

I

D

/8

29' - 2"

28' - 2"

11'

/4

37' - 3 1/8"

A1.43

A1.42

A1.42

A1.42

A1.43

A1.43

W13W13

A1.42

A1.42

A7.02

1'

9" 2' - 0"

1'

A1.06.a

A1.06.a

A1.06.a

A1.06.a

D1

STAIR

S01

A1.06.a

A1.43

A1.43

A1.42

A1.42

A1.42

A1.42

A1.42

A1.42

718A

718A718A

718A

718A

718A

J.5

401A

A3.1

9"

1'

1.2

L

K.9

401A

1/

1' - 0"

8.9 9

J.5

1/

2' - 0"

401A

8.9 9

K

901 507

401A

506 505

2' - 8 3/8"

1'

1 7 /8

1/

1' - 9 1/2" 901

NOTES:

• ALL CMU OUTSIDE CORNERS TO BE BULLNOSE

BLOCK

• ALIGN CENTERLINE OF WINDOWS/OPENINGS AT

SECOND FLOOR LEVEL PERIMETER OF LOBBY

WITH THE DOORS/WINDOWS/OPENINGS OF THE

FIRST FLOOR BELOW.

• VERIFY DOOR JAMB CLEARANCE IN ACCORDANCE

WITH 7/A6.02b

• SEE 8/A6.02b FOR TYPICAL DOOR PLACEMENT

(UNLESS DIMENSIONED OTHERWISE ON PLAN)

• COVER OR SHEATH ALL INSTALLED FRAMING AND

PROVIDE PROTECTION SUCH THAT WATER

CANNOT INFILTRATE THE WALL CAVITY BELOW

ARCHITECT

C O M

MO

NW

EA

LTH OF VIRGIN

AIGARY E. HARVEY

Lic. No. 11908

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A R

C H

IT

E

C T

U R

A L

P A

R T

N E

R S

P

.C

BO

TE

TO

UR

T

CO

UN

TY

N

EW

C

IR

C U

IT

C

O U

R

TH

O U

SE

W

ES

T M

AI

N

S T.

0, F

IN

C

AS

TL

E, V

A

O

JE

C

T N

O

/7

/2

5:

:2

PM

10/18/2024

JMT/BEG

KTG/BEG/JRW

GEH

BID SET

10/18/2024

A1.06.a

SECOND

FLOOR

ENLARGED-

PART A

C C

H

TN PN

3/16" = 1'-0"A1.06.a

1 SECOND FLOOR REFERENCE PLAN- PART A 0 3' 12'6' 24'

3/16" = 1'-0"

A1.06.a NOTES No. Note Text

401A BRICK VENEER - FLEMISH BOND W/

GRAPEVINE STRUCK JOINT

505 STEEL TUBE - SEE STRUCTURAL DRAWINGS

506 6" MTL STUDS @ 16"O.C.

507 3 5/8" MTL STUDS @ 16"O.C.

605 5/8" GYPSUM SHEATHING

701 BATT INSULATION - R-19

702 2" RIGID INSULATION - R-10

707 BATT INSULATION - R-13

811.2 ALUMINUM CLAD WOOD WINDOW WITH

(OBSCURE) PATTERNED GLASS. SEE

SPECIFICATION SECTION 08 8000.

901 5/8" GWB - IMPACT RESISTANT

911 7/8" FURRING CHANNEL

919 CERAMIC TILE WAINSCOT, 5'-0" AFF

1012 BOTETOURT COUNTY SEAL - VERIFY

LOCATION WITH ARCHITECT

KEY PLAN

1/2" = 1'-0"A1.06.a

PUBLIC CORR. 201 SHAFT

DETAIL

1/2" = 1'-0"A1.06.a

3 ELECT. 212 SHAFT DETAIL

1/2" = 1'-0"A1.06.a

4 WITNESS 1 208 SHAFT DETAIL

1/2" = 1'-0"A1.06.a

5 W. TOILET 205 SHAFT DETAIL

1/2" = 1'-0"A1.06.a

ATTORNEY CONF. SHAFT

DETAIL

No. Date 1 10/30/2024 2 11/7/2024

F F

F

W P

SP

SP

A3.02

A3.02

A2.02

A4.03

A4.01

A4.03

A4.03

A4.01

8.9

8.9

2.8

2.8

1.2

1.21

7.2

7.2

KK

QQ

NN

LL

H.6H.6

A4.02

A4.01

A2.03

A4.02

A1.09b

A1.09b

1/4" / 12" DN

1/4" / 12" DN

718A

718A

718A

722722

4 1/2" / 12"

4 1 /2"

/ 1 2"

4 1 /2"

/ 1 2"

4 1 /2"

/ 1 2"

4 1 /2"

/ 1 2"

4 1/2" / 12"

3' - 8"

ROOFING RIDGE

LINE

3' - 0"

4' - 8"

722722

A1.09b

A1.09b

4 1/2" / 12" 4 1/2" / 12"

1/8" / 12" DN1/4" / 12" DN

1/4

" D

N

1/8" / 12" DN 1/8" / 12" DN

1/4

" D

N

1/4" / 12" DN

A4.02

3/8

" D

N

1/4" / 12" DN

1 1 /8"

/ 1 2"

D N

1/4" / 12" DN

1/4

" D

N

1/4" / 12" DN

1/2

" D

N

A7.02

A5.14

WALKPATH AROUND

DUCTWORK

A7.35

718A 718A

718A

718A

718A

7/

" 718A

718A

ARCHITECT

C O M

MO

NW

EA

LTH OF VIRGIN

AIGARY E. HARVEY

Lic. No. 11908

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A R

C H

IT

E

C T

U R

A L

P A

R T

N E

R S

P

.C

BO

TE

TO

UR

T

CO

UN

TY

N

EW

C

IR

C U

IT

C

O U

R

TH

O U

SE

W

ES

T M

AI

N

S T.

0, F

IN

C

AS

TL

E, V

A

O

JE

C

T N

O

/7

/2

5:

:5

PM

10/18/2024

JMT/BEG

KTG/BEG/JRW

GEH

BID SET

10/18/2024

A1.08.a

ROOF PLAN

ENLARGED-

PART A

C C

H

TN PN

3/16" = 1'-0"A1.08.a

1 ROOF ENLARGED PLAN- PART A 0 3' 12'6' 24'

3/16" = 1'-0"

A1.08.a NOTES No. Note Text

715 METAL ROOF

718A DOWNSPOUT

722 HIDDEN GUTTER SYSTEM - SEE 6/A1.09a

1008 WALK PAD

2202 ROOF DRAIN - SEE PLUMBING DRAWINGS

2602 FLOOD LIGHT - SEE ELECTRICAL DRAWINGS

KEY PLAN

No. Date

1 10/30/2024 2 11/7/2024

NOTE:

• COVER OR SHEATH ALL INSTALLED FRAMING AND

PROVIDE PROTECTION SUCH THAT WATER

CANNOT INFILTRATE THE WALL CAVITY BELOW

M M

M

W P

WP

M M

M M

M M

F

W P

W P

W P

M

C

ES

CR

ELEV.

E3

ELEV.

E2

ELEV.

E1

STAIR

S02

JUDGE

JUDGE

JURY

DELIB.

TLT.

TLT.

TLT.

M.

TOILET

W.

TOILET

COURT

WAITING/JURY

ASSEMBLY

ELECT.

VENDING

CELL

DETAINEE

232.1

ATTORNEY

CONF.

WITNESS

WITNESS

WITNESS

PUBLIC

CORR.

ACT-2

8' - 0"

ACT-2

8' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-2

9' - 0"

HOLDING

CORR.

RESTRICTED

CORR.

CORR.

CORR.

CELL

ACT-1

9' - 0"

ACT-2

9' - 0"

ACT-1

9' - 0"

I.T.

ELECT.

AV

ACT-1

9' - 0"

ACT-1

10' - 0"

ACT-2

8' - 0"

ACT-2

8' - 0"

ACT-2

8' - 0"

VEST.

ACT-1

10' - 0"

ACT-2

10' - 0"

ACT 3

10' - 4"

ACT-1

10' - 0"

GWB-2

10' - 0"

GWB-2

10' - 0"

ACT-1

10' - 0"

ACT-1

10' - 0"

ACT-1

9' - 0"

VEST.

ACT-1

9' - 0"

A1.12

Sim

A1.12

Sim

A1.12

Sim

2101GWB-1

12' - 0"

ACT-2

10' - 0"

GWB-2

10' - 0"

BREAK

TLT.

M-1

27' - 3"

ACT-1

10' - 0"

TLT.

ACT-1

10' - 0"

ACT-2

9' - 0"

ACT-1

8' - 0"

JUDGE

ASSIST.

SECURE

TOILET

232.2

EVID.

ACT-2

10' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-4

10' - 0"

M-1 ACOUSTICAL METAL CEILING

2 x 2 ACOUSTICAL LAY-IN CEILING (TYP.)

REFLECTED CEILING LEGEND

2 x 2 ACOUSTICAL LAY-IN CEILING (OPTIMA)

2 x 2 VINYL-FACED ACOUSTICAL LAY-IN CEILING

ACT-1

ACT-2

ACT-3

2 x 4 WOOD SLAT GRILLEACT-4

GWB - ACOUSTICAL GWB-1

GWB - IMPACT RESISTANT W/

METAL MESH

GWB-2

GWB - FIRE RATED TYPE 'X'GWB-3

ACOUSTICAL METAL CLIP-ONACT-5

GWBGWB-4

NOTE: CLEAN-AGENT ROOM LOCATIONS ARE NOTED ON FINISH SCHEDULE

AND SHEETS A1.04.a, A1.04.b, A1.05a, A1.05b, A1.06a, A1.06b.

ELEV.

E3

ELEV.

E2

ACA 3

OFFICE

MANAGER

ELECT.

ELEV.

E1

COMM.

ATTORNEY

TLT.

TLT.

JAN.

BREAK

CIVIL CLERK

CRIMINAL

CLERK 1

PROBATE

CLERK 1

CONF.

BREAK

DEPUTY

CLERK

PROBATE

CLERK 2

CLERK OF

COURT

TLT.

LOBBY

102A

STAIR

S02

PUBLIC

SPACE

GENEALOGY

GENERAL

OFFICE

SUPPORT

C.A.

WAITING

CLERK 2

GENERAL

OFFICE

STAIR

S01

LOBBY

ENTRY

CLERK

WAITING

103A

CORR.

TLT.

TLT.

JAN.

CLERK 1

CORR.

VEST.

CORR.

CORR.

CORR.

CLERK

COUNTER

103B

RECEPTION

VCN

CL.

ACT-1

10' - 0"

ACT-1

9' - 0"

ACT-2

8' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

10' - 0"

LAND

RECORDS

VICTIM/

WITNESS

COMPUTER

ELECTRICAL

ACT-1

10' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-2

8' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

10' - 10"

A7.11

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

PRINT/ COPY

ACT-5

10' - 10 7/8"

ACT-1

8' - 4"

PARALEGAL

TLT.

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 6"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-2

8' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

CLERK 3

ACT-1

9' - 0"

ACT-1

9' - 0"

BOOK

KEEPER

ACT-1

9' - 0"

SECURITY

ACT-1

9' - 0"

ACT-1

9' - 0"

ACA 1

ACT-1

9' - 0"

ACT-1

9' - 0"

GENERAL

OFFICE

ACT-1

8' - 0"

ACA 2

ACT-1

9' - 0"

ACT-1

9' - 0"

ACA 4

ACT-1

9' - 0"

TLT.

ACT-2

8' - 0"

CURRENT

FILES

ACT-1

9' - 0"

CIVIL CLERK

ACT-1

9' - 0"

ACT-2

8' - 0"

ACT-2

8' - 0"

ACT-1

10' - 0"

ACT-1

10' - 0"

ACT-1

9' - 0"

CURRENT

FILES

TLT.

ACT-1

9' - 0"ACT-1

9' - 0"

WORK

TABLES/

SUPPORT

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

8' - 0"

ACT-2

8' - 0"

ACT-2

8' - 0"

A3.11c

ACT-1

9' - 0"

A1.12

ARCHITECT

C O M

MO

NW

EA

LTH OF VIRGIN

AIGARY E. HARVEY

Lic. No. 11908

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A R

C H

IT

E

C T

U R

A L

P A

R T

N E

R S

P

.C

BO

TE

TO

UR

T

CO

UN

TY

N

EW

C

IR

C U

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C

O U

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0, F

IN

C

AS

TL

E, V

A

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JE

C

T N

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/7

/2

5:

:1

PM

10/18/2024

JMT/BEG

KTG/BEG

GEH

BID SET

10/18/2024

A1.11

FIRST &

SECOND

FLOOR

REFLECTED

CEILING

PLANS

C C

H

TN PN

3/32" = 1'-0"A1.11

2 SECOND FLOOR REFLECTED CEILING PLAN

A1.11 NOTES

No. Note Text

2101 THE EXACT LOCATIONS OF CONCEALED SPRINKLER HEADS IN THE CEILING OF

THIS SPACE MUST BE COORDINATED WITH THE CEILING DESIGN REPRESENTED

ON THE REFLECTED CEILING PLANS SUCH THAT HEADS ARE SYMMETRICALLY

PLACED AND/OR CENTERED WITHIN THE SPACE, EITHER ON A CENTERLINE, OR

TO EITHER SIDE OF A NORTH/SOUTH CENTER LINE, AND/OR ON CENTER LINES

WITHIN A CEILNG TYPE. IT IS UNDERSTOOD THAT THESE EXACT

REQUIREMENTS FOR SYMMETRY MAY RESULT IN ADDITIONAL SPRINKLER

HEADS BEYOND THOSE NECESSARY FOR MEETING MINIMUM CODE

REQUIREMENTS. THE COST OF ANY SUCH ADDITIONAL HEADS, OR PIPING

REQUIRED FOR THESE HEADS, OR DESIGN SERVICES, OR ANY LABOR AND

MATERIAL AS PART OF THE FIRE SUPPRESSION SYSTEM REQUIRED TO PROVIDE

THESE ADDITIONAL HEADS FOR THE PURPOSE OF SYMMETRY IS TO BE A PART

OF THE GENERAL CONTRACTOR’S BASE BID. THE EXACT LOCATION AND

PATTERN OF SPRINKLER HEADS IN THESE SPACES IS TO BE CLEARLY

INDICATED ON SUBMITTALS, WITH NECESSARY NOTES AND DIMENSIONS, AND

APPROVED BY THE ARCHITECT. WORK PERFORMED AT VARIANCE WITH THE

APPROVED SUBMITTALS WILL NOT BE ACCEPTED FOR ANY REASON.

COORDINATION AMONG SUB-CONTRACTORS AND TRADES TO ACHIEVE

DESIGN REQUIREMENTS AND SUBMITTAL COMPLIANCE WILL REMAIN THE SOLE

RESPONSIBILITY OF THE GENERAL CONTRACTOR.

TN PN

3/32" = 1'-0"A1.11

1 FIRST FLOOR REFLECTED CEILING PLAN 0 5' 20'10' 40'

3/32" = 1'-0"

0 5' 20'10' 40'

3/32" = 1'-0"

No. Date 1 10/30/2024 2 11/7/2024

SEE SHEET A1.13 FOR TYPICAL BULKHEAD

AND CEILING TRANSITION DETAILS.

A7.02

A7.02

A7.02

A7.02

A7.02

A7.02

A1.13

A1.13

A1.13

A1.13

A1.13

+10' - 3"

GWB-1

12' - 4"

ACT 3

10' - 4"

ACT 3

10' - 4"

A7.01

A1.14

ACT 3

10' - 4"

A1.13

4' - 0" 2' - 0" 2' - 0" 4' - 0"

A7.02

A7.02

A7.02

A1.13

A1.13

A1.13

________________________ 3 A1.13

A7.01

+9' - 11"

GWB-1

12' - 4"

ACT 3

10' - 0"

ACT-2

10' - 0"

ACT-2

10' - 0"

ACT-2

10' - 0"

ACT 3

10' - 0"

ACT-2

10' - 0"

A7.02

A1.13

4' - 0" 2' - 0" 2' - 0" 4' - 0"

1/

A1.13

A1.13

A1.13

A1.13

A1.13

A1.13

A1.13

A1.13

+25' - 6"

+9' - 11"

GWB-1

12' - 0"

ACT-1

10' - 0"

ACT-1

10' - 0"

ACT-1

10' - 0"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

GWB-1

26' - 6"

+25' - 6"

+25' - 6"

+9' - 11"

/8

1/

1/

/2

1'

/8 " F

R O

M C

.L . O

F B

E A

M

11' - 7" 2' - 0" 11' - 1 5/8" 2' - 0" 11' - 7 5/8"

ACT-1

10' - 0"

A1.13

A1.13

M-1 ACOUSTICAL METAL CEILING

2 x 2 ACOUSTICAL LAY-IN CEILING (TYP.)

REFLECTED CEILING LEGEND

2 x 2 ACOUSTICAL LAY-IN CEILING (OPTIMA)

2 x 2 VINYL-FACED ACOUSTICAL LAY-IN CEILING

ACT-1

ACT-2

ACT-3

2 x 4 WOOD SLAT GRILLEACT-4

GWB - ACOUSTICAL GWB-1

GWB - IMPACT RESISTANT W/

METAL MESH

GWB-2

GWB - FIRE RATED TYPE 'X'GWB-3

ACOUSTICAL METAL CLIP-ONACT-5

GWBGWB-4

NOTE: CLEAN-AGENT ROOM LOCATIONS ARE NOTED ON FINISH SCHEDULE

AND SHEETS A1.04.a, A1.04.b, A1.05a, A1.05b, A1.06a, A1.06b.

GENERAL

OFFICE

GENERAL

OFFICE

CORR.

RECEPTION

VEST.

TLT.

A1.13

A1.13

A1.13

A1.13

ACT-1

10' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

ACT-1

9' - 0"

A1.13

A1.13

1/

1/

/2

NOTE: ALIGN VERTICAL FACES OF BULKHEADS WITH VERTICAL FACES AND CORNERS OF WALLS BELOW

ARCHITECT

C O M

MO

NW

EA

LTH OF VIRGIN

AIGARY E. HARVEY

Lic. No. 11908

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A R

C H

IT

E

C T

U R

A L

P A

R T

N E

R S

P

.C

BO

TE

TO

UR

T

CO

UN

TY

N

EW

C

IR

C U

IT

C

O U

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TH

O U

SE

W

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T M

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0, F

IN

C

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TL

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JE

C

T N

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/7

/2

5:

:4

PM

10/18/2024

JMT/BEG

KTG

GEH

BID SET

10/18/2024

A1.12

ENLARGED

REFLECTED

CEILING PLAN

C C

H

TN PN

3/16" = 1'-0"A1.12

2 SECOND FLOOR - JURY COURTROOM RCP

TN PN

3/16" = 1'-0"A1.12

1 SECOND FLOOR - HEARING COURTROOM RCP

TN PN

3/16" = 1'-0"A1.12

3 SECOND FLOOR - COURT WAITING/JURY ASSEMBLY & LOBBY RCP

0 3' 12'6' 24'

3/16" = 1'-0"

0 3' 12'6' 24'

3/16" = 1'-0"

0 3' 12'6' 24'

3/16" = 1'-0"

NOTE:

• COORDINATE LOCATION OF AND FRAMING FOR

TYPE 'S' COVE LIGHTING IN COURTROOM AND

HEARING ROOM WITH ELECTRICAL

• COORDINATE LOCATION OF AND FRAMING FOR

TYPE 'R' LIGHTING WITH ELECTRICAL. THIS LIGHTING

IS TO BE INSTALLED BEHIND JUDGES BENCH

ABOVE THE COUNTY SEAL.

• WINDOW TREATMENTS TO BE PROVIDED AT EACH

WINDOW OF THE JURY COURTROOM. COORDINATE

INSTALLATION OF CEILING GRID AND TILE WITH

THESE WINDOW TREATMENTS. SEE DETAILS 1/A1.14.

• EXACTLY CENTER LIGHTS WITHIN CEILING PANELS

OR AS IN THE LOBBY EXACTLY CENTERED

BETWEEN THE COFFERS.

No. Date 1 10/30/2024 2 11/7/2024

TN PN

3/16" = 1'-0"A1.12

4 SECOND FLOOR - GEN OFFICE RCP

0 3' 12'6' 24'

3/16" = 1'-0"

702 406

1' - 7 5/8"

406 410

1'

/8

HOLDING CELL

THIS SIDE

1' - 3 5/8"

410 406

EQ EQ

/1

1/

2"

1' - 7 5/8" 1'

/8

9 1/2"

E Q

E Q

1' - 7 5/8"

EQ EQ

1'

/8

E Q

E Q

1' - 7 5/8"

1'

/8

1' - 7 5/8"

EQ EQ

/4

/8

1/

406 402

402410

426 702

406 402

ARCHITECT

C O M

MO

NW

EA

LTH OF VIRGIN

AIGARY E. HARVEY

Lic. No. 11908

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

A R

C H

IT

E

C T

U R

A L

P A

R T

N E

R S

P

.C

BO

TE

TO

UR

T

CO

UN

TY

N

EW

C

IR

C U

IT

C

O U

R

TH

O U

SE

W

ES

T M

AI

N

S T.

0, F

IN

C

AS

TL

E, V

A

O

JE

C

T N

O

/7

/2

5:

:0

PM

10/18/2024

JMT/BEG

JRW

GEH

BID SET

10/18/2024

A1.40a

BASEMENT

FLOOR

COLUMN

DETAILS

C C

H

SEE STRUCTURAL GRID

A/1.2, A/8.2, D/1, D/8.9, SEE STRUCTURAL GRID

A/2.5, F.2/1, G/1, H/1, J.1/1, P/4.5, P/5.6, J/8.9, G.4/9, F/9

SEE STRUCTURAL GRID

A/5.8, A/7.2

SEE STRUCTURAL GRID

B/8.2

SEE STRUCTURAL GRID

F.5/2, F.5/4

SEE STRUCTURAL GRID

F/2, F/4

SEE STRUCTURAL GRID

D/1.2

SEE STRUCTURAL GRID

D/2.5

SEE STRUCTURAL GRID

G/6, G/8, H/1.7, H/4, H/6, H/8, J/6, J/8, J.5/2, J.5/4.3, L/3, L/5, L/7, M/3, M/5, M/7, N/5

SEE STRUCTURAL GRID

E/6, F/6

SEE STRUCTURAL GRID

K/4.5, K/5.6, K/7

SEE STRUCTURAL GRID

D.8/9

SEE STRUCTURAL GRID

D/8.2

SEE STRUCTURAL GRID

E/1

SEE STRUCTURAL GRID

N/3, N/7

SEE STRUCTURAL GRID

K/1

A1.40a NOTES No. Note Text

301 CONCRETE FOUNDATION WALL- SEE STRUCTURAL DRAWINGS

312 CONCRETE PIER (SEE STRCUTURAL DRAWINGS)

402 STONE VENEER - ABOVE GRADE ONLY

406 4" CMU

410 8" CMU - GROUT SOLID

418 GROUT

422 CMU PIER-BULLNOSE (SEE STRUCTURAL DRAWINGS FOR DETAILS)

426 12" CMU - GROUT SOLID

507 3 5/8" MTL STUDS @ 16"O.C.

702 2" RIGID INSULATION - R-10

802 HOLLOW METAL FRAME & GLAZING SYSTEM

806 HOLLOW METAL FRAME @ HEAD - GROUT SOLID

807 CUSTOM HOLLOW METAL DOOR: SEE A6.01 DOOR SCHEDULE

901 5/8" GWB - IMPACT RESISTANT

NOTE:

1. ALL CMU OUTSIDE CORNERS TO BE BULLNOSE

BLOCK. ALL CONCRETE OUTSIDE CORNERS TO BE

RUBBED.

2. SEE STRUCTURAL DRAWINGS FOR CMU & CONCRETE

PIERS AND STRUCTURAL STEEL COLUMNS

No. Date 1 10/30/2024 2 11/7/2024

1 1/2" = 1'-0"A1.40a

1 B.1 COLUMN DETAIL

1 1/2" = 1'-0"A1.40a

2 B.2 COLUMN DETAIL

1 1/2" =…