RFP-26-27-010-Public Works Addition Addendum No.1.pdf

PDF 916 KB Posted Sep 18, 2026

Attached to: RFP-26-27-010 City of Danville Public Works Office Addition
Solicitation number: RFP-126450
Issued by: Charlottesville City, Virginia

About this file

Written by GovTribe AI · Sep 23, 2026

This is Addendum No. 1 to RFP-26-27-010 for the City of Danville Public Works Office Addition project in Virginia, consisting of questions and answers that clarify project scope and specifications. The project involves a public works office addition and does not include solar photovoltaic systems or related equipment. Key clarifications address structural elements, including removal of an existing chimney to below roof line with permanent capping and installation of a new 40-amp breaker and disconnect for a 50-gallon water heater to be furnished by the owner. The contractor must refer to structural sheet S-301 for rebar specifications and carry an allowance for replacement of ten sheets of roof sheathing (approximately 320 square feet) as a separate line-item breakout in the bid proposal. The addendum specifies that window installations must match H.K. Windows TrustGard vinyl double hung units (Product: HKW-K-8, 7/8" insulated glazing) currently installed at the front of the building in both finishes and profiles. Existing electrical equipment on the exterior wall will remain in place, with the infilled window opening and exposed brick and conduit to be painted white to match.

The addendum clarifies that submission of a detailed proposal breakdown is mandatory and must be included with the bid submission on bid day rather than submitted post-award by the apparent low bidder. Construction of new walls and relocation of existing electrical have been removed from contract scope. All exposed brick surfaces, walls, conduit, and electrical fixtures are to be painted white. The owner will furnish and install the water heater once electrical service has been provided by the contractor, with coordination required between the contractor's final breaker, disconnect, and wiring installation and the manufacturer recommendations per the National Electrical Code.

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Other files

File	Type	Posted
RFP-26-27-010-Public Works Addition Pre-Bid.pdf	PDF	Sep 18, 2026
RFP-26-27-010 City of Danville Public Works Office Addition.pdf-Post 8-14-2026.pdf	PDF	Sep 18, 2026

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RFP-26-27-010

Public Works Office Addition

Addendum No.1

Questions / Answers:

• Please advise if this project includes the installation of a solar PV system.?

Answer: The Contractor shall note that this project does not include any solar photovoltaic (PV) systems or related equipment.

• The drawings don't show the existing chimney located on the back of the roof. I assume this will have to be demolished down below the new roof line?

Answer: Yes. Contractor to remove the chimney to below roof line and provide permanent cap. Chimney is currently to relieve a gas water heater. Contractor to install a new 40-amp breaker/disconnect for a new 50-gallon water heater and coordinate final breaker, disconnect, and wiring with the actual water heater provided according to manufacturer recommendations and NEC. Include a note on Sheet P-001 under the General Plumbing Notes indicating that the Owner will furnish and replace the water heater once electrical service has been provided.

• Footing/turn down sections show what seems to be a symbol for rebar but there is no specification on size, quantity, or occurrence. Please clarify

Answer: Please refer to the new submitted structural sheet S-301 for the size and occurrence for structural rebar.

• Drawing A131 has a note to replace roof sheathing as deemed required. Can a quantity be given to be used as an included allowance?

Answer: The Contractor shall carry an allowance for the replacement of ten (10) sheets of sheathing, equivalent to approximately 320 square feet, RFP-26-27-010 “Public Works Office Addition “

2 | P a g e as part of the base bid. The contractor shall add the total cost as a sperate line-item breakout on the Bid Proposal Breakdown as required below.

• Can the Bid Proposal “Breakdown” form be submitted post bid by the apparent low bidder in lieu of being required on bid day?

Answer: Submission of a detailed proposal breakdown is a mandatory requirement of the contractor's final bid.

• This photo is an existing electrical service that is on the exterior face of the existing wall. Arch demo drawings indicate to remove. Electrical drawings indicate to remain. There is much framing/structural work that may conflict with this existing electrical. Please clarify full intent of required scope on this existing electrical to accommodate new construction.

Answer: Construction of the new wall and relocation of the existing electrical is to be removed from the contract scope. The electrical equipment should remain in place, and the existing brick walls will remain exposed. The window should be removed and should be infilled with masonry block. The exposed walls and the walls/brick surfaces should be painted white. Any remaining exposed conduit and electrical fixtures should also be painted to match.

• Is there a spec for the wood windows?

Answer: Please find enclosed for Vinyl windows that match the currently replaced windows at the front of the building. The contractor should match these windows in both finishes and profiles for all new windows.

Manufacturer: H.K. Windows

Product: TrustGard

Type: Vinyl Double Hung

Glazing: 7/8” insulated

Product Line: HKW-K-8

1' - 2"

GRADE

600S162 STUDS

600T125-54 B/WALL

PAF

BRICK VENEER

1/2" STRUCTURAL SHEATHING

(2) #5 T&B

1' - 0"

(2) #5 CONT

362S162 STUDS

362T125 B/WALL

362S162 STUDS

1/2" ISOLATION JOINT

EXIST WALL

EXIST

FOOTING

#5 T&B

800S200 OVERBUILD

EXIST ROOF

FRAMING

800S200 JOISTS

L3X3X14 GA W/ (3) # 10

SCREWS EA LEG

CONT NAILER PL W/ (3)

#10 SCREWS @ EA

EXIST TRUSS CHORD

1 1/2" ROOF DECK

TAPERED

INSULATION

SEE ARCH

14 GA CLIP W/ (2) #10

SCREWS EA LEG

362S162 STUDS

800S200 JOISTS

FULL JOIST BEARING ON STUDS BELOW

STAGGER JOISTS AS SHOWN IN PLAN

TAPERED

INSULATION

SEE ARCH

(2) #10 SCREWS @

BEARING POINT

362S162

STUDS

800S200 JOISTS

TAPERED

INSULATION

SEE ARCH

CONT NAILER PL W/ (3)

#10 SCREWS @ EA

EXIST TRUSS CHORD

1 1/2" ROOF DECK

14 GA CLIP W/ (2) #10

SCREWS EA LEG

(2) #10 SCREWS @

BEARING POINT

14 GA CLIP W/ (2) #10

SCREWS EA LEG

362S162-43

STUDS @ 16" SPA

BETWEEN EXIST

ROOF FRAMING

800S200 JOISTS

EXIST WALL

EXIST ROOF

CONT NAILER PL W/ (3)

#10 SCREWS @ EA

EXIST TRUSS CHORD

1 1/2" ROOF DECK

TAPERED

INSULATION

SEE ARCH

(2) #10 SCREWS @

BEARING POINT

EXIST LEDGER

#10 SCREW @

STUD INTO

EXIST LEDGER

BRICK VENEER

BRICK LINTEL

SEE GENERAL NOTES

1' - 8 3/8"

800S200 JOISTS

800T125-54

L4X4X1/4 CONT

BLOCKING

SEE ARCH

1 1/2" ROOF DECK

(2) #10 SCREWS @

BEARING POINT

TAPERED

INSULATION

SEE ARCH

600S162 STUDS

1/2" STRUCTURAL SHEATHING

HEADER

SEE PLAN

10 MIL

VAPOR BARRIER 4" COMPACTED #21A STONE

CONTROL JOINT 1/8"x1"

SAW CUT (OR GROOVED)

W/ SEALANT SPA @ 15'-0"

MAX OC

x x x x

6x6-W1.4xW1.4 WWF

GRADE

BEYOND

DOOR

SEE ARCH

ISOLATION JOINT

1/8" 12"

SLOPE AWAY FROM STRUCTURE

6x6-W1.4xW1.4 WWF x x xx x x x

SEE SECTION 1 FOR REINFORCEMENT

EXIST ROOF1 1/2" ROOF DECK

(2) #10 SCREWS @

BEARING POINT

EXIST LEDGER

#10 SCREW @

STUD INTO

EXIST LEDGER

362S162-43

STUDS @ 16" SPA

BETWEEN EXIST

ROOF FRAMING

EXIST WALL

FULL JOIST BEARING ON STUDS BELOW

STAGGER JOISTS AS SHOWN IN PLAN

800S200 JOISTS

TAPERED

INSULATION

SEE ARCH

EDCBA

KEY PLAN

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

Dewberry Engineers Inc.

551 Piney Forest Road Danville, VA 24540 434.797.4497 www.dewberry.com

Master Engineers & Designers 904 Lakeside Drive Lynchburg, VA 24501 434.846.1350

MEAD Project Number: 655-045

As indicated

P M

A u to d e s k D o c s /D a n v ill e P u b lic

W o rk s -O ff ic e A d d it io n /D a n v ill e P u b lic

W o rk s

O ff ic e A d d it io n S tr u c R

.r v t

S-301

SECTIONS AND

DETAILS

MCS

2026.08.11

50169873

D A

N V

E P

U B

W O

R K

S O

F F

A D

Y O

F D

A N

L E

S E

O U

T H

B O

S T

O N

R D

D A

N V

L E

MCS

JLL

SCALE: 3/4" = 1'-0" S-101

SECTION 1

1" = 1'-0"

4" SLAB-ON-GRADE

SCALE: 3/4" = 1'-0" S-101

SECTION 2

SCALE: 3/4" = 1'-0" S-101

SECTION 3

SCALE: 3/4" = 1'-0" S-101

SECTION 7

SCALE: 3/4" = 1'-0" S-101

SECTION 5

SCALE: 3/4" = 1'-0" S-101

SECTION 6

SCALE: 3/4" = 1'-0" S-101

SECTION 8

SCALE: 3/4" = 1'-0" S-101

SECTION 9

SCALE: 3/4" = 1'-0" S-101

SECTION 4

SCALE: 3/4" = 1'-0" S-101

SECTION 10

No. Description Date

1 REVISION 1 2026.09.17

26-27-010-2

RFP-26-27-010 - Addendum No.1 Questions and Answers-Final -1

File details come from the government source that posted it. Updated Sep 23, 2026.