HOPE MILLS LIBRARY BRANCH ROOF REPAIRS

Location:	North Carolina
Posted:	Nov 26, 2025
Due:	Dec 5, 2025
Agency:	State Government of North Carolina
Type of Government:	State & Local
Category:	Z - Maintenance, Repair or Alteration of Real Property
Solicitation No:	600600HMroof
Publication URL:	To access bid details, please log in.

Solicitation Number:	600600HMroof
Project Title:	HOPE MILLS LIBRARY BRANCH ROOF REPAIRS
Description:	Repair damaged roof components
Opening Date:	12/5/2025 10:00 AM
Posted Date:	11/27/2025
Status:	Open
Department:	COUNTY OF CUMBERLAND


Solicitation Number * 600600HMroof	Department COUNTY OF CUMBERLAND	Status Reason Open
Opening Date 2025-12-05T10:00:00.0000000	Posted Date * 2025-11-26T16:28:24.0000000Z	Commodity Code Construction Services
Mandatory Conference/Site Visit — —	Special Instructions —	Solicitation Type * Select RFP IFB RFI
Owner CHRISTINE DUCHENEAUX
Description Repair damaged roof components
Description Repair damaged roof components
Attachments Specifications with Drawing.pdf (587.76 KB)

Attachment Preview

ENGINEERING DEPARTMENT

Hope Mills Library – Roof Repairs

Cumberland County is currently seeking bids on roof repairs for the Hope Mills Public Library

located at 3411 Golfview Rd. Hope Mills, NC 28348. Specifications are listed below. Bids shall

be submitted to the following by 10:00 AM 12/05/2025; Sean Underwood, 130 Gillespie Street,

Suite 214, Fayetteville, NC 28301 or sunderwood@cumberlandcountync.gov. Any questions

shall be directed back to me via email by end of day 12/01/2025 so that I can provide each

bidder with the same information.

The purpose of this project is to repair damaged roofing components. (see attached

drawings/notes). Quality assurance is critical. All work must comply with local building and

fire codes, OSHA safety regulations, and manufacturer installation instructions. The

contractor shall provide any necessary permits, all materials, labor and equipment to

complete the job. A final inspection will be conducted jointly by the contractor and a

designated library representative to confirm completion and compliance. The contractor is

responsible for daily cleanup of the worksite. All debris must be removed and disposed of in

accordance with municipal regulations. Landscaping and public walkways must be protected

throughout the project, and the site must be restored to a clean and safe condition upon

completion.

Work is to be done during normal operating hours, and the schedule shall be discussed prior

to any work starting. Contractor will ensure minimal disruption to library operations and full

compliance with public safety and accessibility standards. Please keep in mind this is a

public library. There should be no communication between crew members and patrons. The

contractor will have 30 days to complete the project once a PO has been issued. Quotes will

be due by Friday, December 4, 2025, 10 AM EST.

NOTE:

EXISTING TO REMAIN

SHOWN DASHED TYP.

EXISTING EIFS

POLYURETHANE SEALANT. TOOL

TOP EDGE TO SHED WATER

GASKETED SCREW FASTENERS

24" O.C. INSTALL INTO EXIST.

WOOD BLOCKING

.040 ALUMINUM COUNTERFLASHING.

SHINGLE LAP 6" MIN. AT JOINTS AND

APPLY CONT. BEAD OF SEALANT

BETWEEN FLASHING FACES AT

OVERLAPS.

NO FASTENERS THIS AREA TYP.

POLYURETHANE SEALANT.

TOOL EXPOSED EDGE TO

SHED WATER AND BOND

TO SHINGLES

4" ±

EXISTING SHINGLES

1. ROOF AREAS A, B, C, D, E, F, G AND I: PROVIDE AND INSTALL COUNTERFLASHING AND SEALANT AT RAKE WALLS AS

SHOWN ON DETAIL 4/R1.0 COUNTERFLASHING TO BE .040 INCH THICK ALUMINUM WITH 2 COAT PVDF COATING (AAMA

2605). COLOR MATCH TO EXISTING FLASHING. OVERLAP FLASHING SECTIONS 6" MIN.

2. ROOF AREA H (APPROX. 1950 SF): DEMO EXISTING SHINGLES, UNDERLAYMENT AND DAMAGED ROOF DECKING.

PROVIDE AND INSTALL REPLACEMENT DECKING WHERE REQUIRED, ICE AND WATER SHIELD UNDERLAYMENT (GRACE

VYCOR) AND SHINGLES (OWENS CORNING BERKSHIRE SHINGLES, SHERWOOD BEIGE OR APPROVED EQUAL) TO

MATCH EXISTING ADJACENT ROOF AREAS.

3. PROVIDE 64 SF OF REPLACEMENT ROOF DECKING IN THE BASE BID IN ADDITION TO AREAS SHOWN ON 1/R1.0.

4. REPLACE ALL EXPOSED NAILS AT HEADWALL FLASHING WITH GASKET HEAD ROOFING SCREWS (SEE DETAIL 5/R1.0).

SCREW HEAD TO MATCH COLOR OF EXISTING FLASHING. REMOVE AND REPLACE EXISTING SEALANT AT HEADWALL

FLASHING JOINTS TYP.

5. SEALANT TO BE SIKAFLEX NP-1. COLOR MATCH TO FLASHING. CONTRACTOR TO CLEAN ROOF OF DIRT AND DEBRIS AS

REQUIRED AT AREAS OF SEALANT WORK PRIOR TO APPLICATION.

6. DIMENSIONS FOR NEW SHEET METAL COMPONENTS ARE TO BE FIELD VERIFIED BEFORE FABRICATION.

7. FOLLOW RECOMMENDATIONS OF MEMBRANE MANUFACTURER, SPRI, NRCA, SMACNA, AND INDUSTRY STANDARDS

UNLESS SHOWN OTHERWISE.

8. NOTICE TO ENGINEER: CONTRACTOR IS TO NOTIFY ENGINEER 48 HOURS PRIOR TO THE START OF DEMOLITION WORK

AT ROOF AREA H.

SLOPE

EXIST. VENT THROUGH

ROOF

HIGH END

LOW END

GENERAL NOTES - ROOFING 2

NOT TO SCALE R1.0

LEGEND - ROOF SYMBOLS 3

NOT TO SCALE R1.0

EXISTING EIFS

EXISTING HEADWALL FLASHING TO REMAIN.

AREA H: LIFT FLASHING TO ENSURE

UNDERLAYMENT IS INSTALLED AS SHOWN

WITH EDGE TURNED UP AT WALL FACE.

REPLACE ALL EXISTING NAILS/FASTNERS

AT HEADWALL FLASHING W/ GASKETED

SCREWS TYP.

EXISTING SHINGLES

AREA H: GRACE VYCOR

UNDERLAYMENT. TURN UP

VERTICAL AT WALL FACE

EXISTING UNDERLAYMENT

EXISTING 5/8" PLYWOOD ROOF DECK

1004 Hay Street

Fayetteville, North Carolina

28305

NC License # C-2828

(t) 910/433-2825

www.flemingandassociates.com

CONSULTANTS

HEAD WALL FLASHING TYPICAL DETAIL 5

3" = 1'-0" R1.0

EXISTING STEP FLASHING

COUNTERFLASHING TYPICAL DETAIL 4

6" = 1'-0" R1.0

39' - 1 5/16" ±

36' - 0" ±

GRACE VYCOR ICE AND WATER SHIELD

UNDERLAYMENT. APPLY OVER EXISTING

UNDERLAYMENT AND FULLY LAP OVER

EXISTING EDGE METAL.

UNDERLAYMENT

FLUSH WITH EDGE

1 1/2" ±

SHINGLES

EXISTING

UNDERLAYMENT TO

REMAIN

AREA H: TYPICAL ROOF EDGE DETAIL 6

6" = 1'-0" R1.0

42' - 2 9/16" ±

32' - 10 3/4" ±

ROOF AREA F

ROOF AREA E

EAVE HT. 13.5' ±

ABOVE GRADE

ROOF AREA D

EAVE HT. 13.5' ±

ABOVE GRADE

R1.0

R1.40

43' - 10 1/4" ±

R41.0

PROVIDE COUNTERFLASHING AT

RAKE WALL TRANSITIONS TYP.

ROOF AREA G

EAVE HT. 13.5' ±

ABOVE GRADE

61' - 2 15/16" ±

AREA OF WATER DAMAGED

DECKING (DEMO AND REPLACE)

ROOF AREA H

ROOF AREA C

EAVE HT. 13.5' ±

ABOVE GRADE

PROVIDE

COUNTERFLASHING

AT RAKE WALL

TRANSITIONS TYP.

38' - 0 3/4" ±

(IN S3:T1R2USCLTOUPREE)

REPLACE ALL EXISTING EXPOSED

FASTENERS/NAILS AT HEAD WALL

FLASHING W/ GASKETED

SCREWS TYP. REMOVE AND

REPLACE SEALANT AT HEADWALL

FLASHING JOINTS TYP.(AREA OF

GRAY FILLED REGION)

EAVE HT. 13.5' ±

ABOVE GRADE

R1.0

(IN3:S12TRSULOCTPUERE)

67' - 0 7/16" ±

AREA OF TOTAL TEAR-OFF

AND REPLACEMENT (SEE

GENERAL NOTES 2/R1.0)

4' - 0"

ROOF AREA B

EAVE HT. 10' ±

ABOVE GRADE

3:12 SLOPE

(IN STRUCTURE)

ROOF AREA A

EAVE HT. 34.5 ±

ABOVE GRADE

ROOF AREA I

EAVE HT. 10' ±

ABOVE GRADE

3:12 SLOPE

(IN STRUCTURE)

68' - 1 3/4" ±

8' - 0 1/8" ±

PROJECT NAME

HOPE MILLS

LIBRARY ROOF

REPAIRS

FOR

CUMBERLAND

COUNTY

3411 GOLFVIEW ROAD

HOPE MILLS, NORTH CAROLINA 28348

SEAL

10/2/2025

BID SET

PROJECT TEAM

S. FLEMING

DRAWN BY:

K. HALE

CHECKED BY:

S. FLEMING

REVISIONS

NO.

DESCRIPTION

DATE

SHEET TITLE

ROOF PLAN, GENERAL

NOTES AND DETAILS

33' - 1 15/16" ±

68' - 1 3/4" ±

20' - 2 1/4" ±

ROOF PLAN

1/8" = 1'-0"

R1.0

ISSUE DATE

10/2/2025

PROJECT NO.

25-72

SHEET NUMBER

R1.0

This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.

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HOPE MILLS LIBRARY BRANCH ROOF REPAIRS

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