RFB 2027-02_McDuffie Square Depot_Bid Docs_080526.pdf

PDF 3 MB Posted Aug 5, 2026

Attached to: McDuffie Square Depot Construction
Solicitation number: 549-RFB-2027-02
Issued by: Stanly County, Lasker Town, North Carolina

About this file

Written by GovTribe AI · Aug 6, 2026

This Request for Bids (RFB 2027-02) is issued by the City of Laurinburg, North Carolina for the construction of the McDuffie Square Depot Building. The project involves the construction of a one-story building located at the corner of Railroad Street and South Gill Street in Laurinburg's McDuffie Square area, designed to resemble the original freight depot of the former Laurinburg and Southern Railroad. The structure will contain restrooms, an office, storage, and an open-air shelter area, with all construction required to be non-combustible or treated with fire retarding measures due to the downtown fire district location. The project is a single prime contract with all trades included. Bids must be submitted in hard copy form to Harold W. Haywood, Budget & Management Services Director, at City Hall, 303 W. Church Street, Room 244, Laurinburg, NC 28352, no later than 2:00 P.M. local time on Wednesday, September 2, 2026. Electronic bid documents are available for download on or after August 5, 2026 from the City of Laurinburg website at https://www.laurinburg.org/business/#purchasing-rfps following vendor registration. Prospective bidders are highly encouraged to schedule pre-bid site visits prior to submission. The contract completion date must be no later than March 2027, with liquidated damages assessed at $500 per day for the first week of delays, $1,000 per day for weeks two and three, and $1,500 per day for week four and beyond.

Bids shall be submitted as a guaranteed maximum price lump sum and must include a bid bond or bid security equal to 5% of the total bid amount. Performance and payment bonds will be required of the successful bidder in accordance with North Carolina General Statutes, along with insurance in a form acceptable to the City. All bidders must be properly licensed contractors in North Carolina and meet all local and state requirements. The City will provide utilities to within 5 feet of the concrete slab on the Railroad Street side of the building. Payment terms provide for net 30 days following delivery, inspection, and acceptance, with cash discounts honored if offered. Bids remain firm and binding for 60 calendar days from the bid opening date. The City of Laurinburg is an Equal Opportunity Employer and reserves the right to reject any and all proposals or accept any combination of proposals deemed in the City's best interest. No alternate bids will be accepted unless otherwise specified in the bid documents.

View the file

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

RFB 2027-02: McDuffie Square Depot

REQUEST FOR BIDS

McDuffie Square Depot Construction

Submittal Deadline: September 2, 2026

Harold W. Haywood Budget & Management Services Director

City of Laurinburg

303 W. Church Street (Room 244) Laurinburg, NC 28352

P.O. Box 249

Laurinburg, NC 28353

(910) 276-8324 (Ext. 2587)

FAX: (910) 276-0354

EMAIL: hhaywood@laurinburg.org

Table of Contents

Bid Advertisement…………………………………………………………. 3

General Conditions………………………………………………………… 4

Construction Scope of Work……………………………………………….. 6

Appendix

A. Request for Bids (RFB 2027-02) – McDuffie Square Depot Construction

B. Request for Bids (RFB 2027-02) – Bid Form C. Drawings/Specifications (RFB 2027-02)

ADVERTISEMENT FOR BIDS

McDuffie Square Depot Construction

Bids for the construction of the McDuffie Square Depot Building will be received by the City of Laurinburg at the office of the Budget & Management Services Director, City Hall, 303 W. Church Street, Room 244, Laurinburg, NC, until 2:00 P.M. local time on Wednesday, September 2, 2026. Bids may be submitted on or before the submittal deadline in accordance with the bid instructions.

The project consists of a one-story building in the McDuffie Square area in Laurinburg at the corner of Railroad Street and South Gill Street. The structure will be in the general appearance of the original freight depot of the former Laurinburg and Southern Railroad.

The construction site is in the downtown fire district therefore all construction will be of non-combustible material or be treated with fire retarding measures in accordance with the regulations. The depot will contain restrooms, an office, storage and an open-air shelter area. The City of Laurinburg will bring utilities to within 5 ft of the concrete slab on the Railroad Street side of the building.

Bids will be received for a single prime contract with all trades. Electronic bid documents may be obtained on/after August 5, 2026, by a downloadable link on the City of Laurinburg website at https://www.laurinburg.org/business/#purchasing-rfps. Bidders must complete the vendor registration process to login and obtain copies of the bid documents and drawings.

Prospective bidders are highly encouraged to schedule a site visit in accordance with the bid documents prior to submitting a bid. The project site is near the intersection of Railroad Street and South Gill Street, Laurinburg, NC.

Bid bond/bid security of 5% shall be required with the submittal of bids. Performance and payment bonds will be required in accordance with NC General Statutes. Insurance in a form acceptable to the Owner will be required of the successful bidder.

The City of Laurinburg is an Equal Opportunity Employer. The City reserves the right to reject any and/or all proposals and to waive irregularities and informalities in any bids submitted.

https://www.laurinburg.org/business/#purchasing-rfps

General Conditions

1. Bids shall be made in strict accordance with the specifications prescribed by the City of Laurinburg.

2. Specifications are available on the city’s website at https://www.laurinburg.org/business/#purchasing-rfps and/or at the office of the Budget & Management Services Director, 303 W Church Street, Laurinburg, North Carolina 28352.

3. Bids shall be addressed to the following physical address if sent by mail:

Attn: Harold W. Haywood 303 W. Church Street, Room 244 Laurinburg, North Carolina 28352

4. Bidders must use the bid form included in the bid documents.

5. No alternate bids will be accepted unless otherwise provided for in the specifications.

6. Bidder shall note all exceptions to specifications on the bid form. Only those exceptions which are deemed by the City of Laurinburg to be consistent with the intent of these specifications and not to the detriment of any other bidder will be accepted.

7. Time, in connection with discount offered, will be computed from date of delivery of articles or equipment or completion of work and after final inspection and acceptance at that point, or from the date correct invoice is received, if latter is later than the date of completion and acceptance. Guaranteed maximum price must be shown in all bids. Bids shall not reflect any taxes from which a North Carolina municipality is exempt.

8. In case of default of the contractor, the City may procure the services or equipment from other sources and hold the contractor responsible for any excess cost occasioned thereby.

9. The City of Laurinburg will honor accepted terms of payment under which any cash discount is offered. If no cash discount is offered, payment by the City shall be due within thirty (30) calendar days after delivery, inspection and acceptance at destination point or completion of work.

10. The City of Laurinburg has established as a matter of policy that all contractors doing business with the City shall extend equal employment opportunities to all employees and applicants for employment and shall not discriminate against any person or group of persons in regard to selection for employment, compensation, training, tenure, term promotion and other conditions of employment on the basis of race, sex, color, religion, or national origin. It shall be understood that compliance with this policy shall be a condition of any contract arising from this bid invitation.

11. Silence of Specifications: The apparent silence of these specifications, supplemental specifications, and addenda as to any detail, or the apparent omission from it of a detailed description concerning any point, shall be regarded as meaning that accepted practice is to prevail, and that only materials and workmanship of first quality are to be used. All interpretations of these specifications shall be made upon the basis of this statement.

12. Addenda: Addenda issued prior to the bid opening are considered part of this bid invitation and are binding on all bidders. Each addendum will be posted on the City’s website purchasing page (click on Bid Opportunities box) at this link:

http://www.laurinburg.org/business/#purchasing-rfps.

13. The contractor shall defend any and all suits and assume all liability for any and all claims made against the City or any of its officials or agents for the use of any patented process, device or article forming a part of the articles or equipment furnished under this contract.

14. Bids shall be considered active, firm, and binding upon bidders for sixty (60) calendar days from the date of bid opening.

15. Bids shall be FOB Laurinburg, North Carolina, unless otherwise specified herein.

16. The City of Laurinburg reserves the right to reject any or all bid proposals and/or to accept any combination of proposals, which are deemed to be in the best interest of the City.

http://www.laurinburg.org/business/#purchasing-rfps

Construction Scope of Work

The City of Laurinburg is building a one-story building in the McDuffie Square area in Laurinburg at the corner of Railroad Street and South Gill Street. The structure will be in the general appearance of the original freight depot of the former Laurinburg and Southern Railroad. The construction site is in the downtown fire district therefore all construction will be of non-combustible material or be treated with fire retarding measures in accordance with the regulations. The depot will contain restrooms, an office, storage and an open-air shelter area. The City of Laurinburg will bring utilities to within 5 ft of the concrete slab on the Railroad Street side of the building. Prior to the start of construction, the contractor must provide a 6 ft high temporary chain link fence around the perimeter of the construction site to limit public access to the site.

The building will have a structural steel superstructure with a metal deck covered with ¾ inch treated plywood and metal shingles. The plywood will be secured attached to the metal deck to receive the metal shingles. The restrooms walls will be constructed of masonry and will meet all handicap regulations. The office and storage area walls will be constructed of metal stud with gypsum board interior. All exterior walls will be covered with fire rated Hardie lap siding or equal. All exterior walls will extend to the bottom of the roof deck for security purposes. The building will be supported on reinforced concrete footings with a concrete slab The concrete in the restrooms will have a colored patterned troweled finish selected by the Owner. The office will receive a thin set wood grained finish tile selected by owner. The ceiling for the office will be constructed of metal studs with a Hardie board or equal with batted insulation.

The project will include all plumbing, electrical and HVAC shown on the drawings. The only area conditioned will be the office. The restrooms will have exhaust fans. The owner will purchase and provide all light fixtures to be installed by the contractor.

The contractor will prime the bottom of the metal decking and the structural steel in black above elevation 12 ft 0 inches and white below that elevation. Contractor should include allowance for touch up painting of the steel and decking.

The interior masonry walls of the restrooms will be painted with two coats epoxy paint up to elevation 10 ft with a compatible block filler first coat. All other interior and exterior walls will be painted with a high-grade oil-based paint selected by owner.

Drawing List

S-101 S-108 S-102 S-109 S-103 S-110 S-103A S-111 S-104 E-101 S-105 E-102 S-106 F-101 S-107

Appendix A. Request for Bids (RFB 2027-02) – McDuffie Square Depot Project

1 McDuffie Square Depot Project 08-05-2026

1.1 PROJECT INFORMATION

A. Notice to Bidders: Qualified bidders are invited to submit bids for the Project as described in this Document according to the Instructions to Bidders.

B. Project Identification: McDuffie Square Depot

1. Project Location: Near the intersection of Railroad Street and South Gill Street, Laurinburg, NC

C. Owner: City of Laurinburg, 303 W. Church Street, Laurinburg, NC 28352

1. Owner's Representatives: (Bidding/Contracts) Harold W. Haywood, Budget & Management Services Director; (Construction) Jason Lighthall, Public Works Director; Walker McCoy, Community Development Director.

D. Engineer/Design: Jim Blackwell, P.E., 12860 McColman Rd, Gibson, NC 28343.

E. Project Description:

1. The City of Laurinburg is receiving lump sum bids for the construction of a one-story building in the McDuffie Square area in Laurinburg at the corner of Railroad Street and South Gill Street.

The structure will be in the general appearance of the original freight depot of the former Laurinburg and Southern Railroad. The construction site is in the downtown fire district therefore all construction will be of non-combustible material or be treated with fire retarding measures in accordance with the regulations. The depot will contain restrooms, an office, storage and an open-air shelter area.

F. Construction Contract: Bids will be received for the following Work:

1. General Contract (all trades).

1.2 BID SUBMITTAL AND OPENING

A. Owner will receive bids until the bid submittal deadline at the location indicated below. Owner will consider bids prepared in compliance with the Instructions to Bidders issued by Owner, and delivered as follows:

1. Bid Submittal Deadline: Wednesday, September 2, 2026, 2:00 P.M.

Location: Hard copies of complete bids are to be delivered on or before the bid submittal deadline to the City of Laurinburg Attn: Harold W. Haywood, Budget & Management Services Director, 303 W. Church Street (Room 244), Laurinburg, NC 28352.

B. Bids will be evaluated by the project team to determine the lowest, responsive, responsible bidder.

1.3 PREBID SITE VISITS

A. A Pre-Bid Conference will not be held, but all bidders are highly encouraged to schedule a site visit with the Owner’s Representatives (Construction) prior to submitting a bid.

Appendix A. Request for Bids (RFB 2027-02) – McDuffie Square Depot Project

2 McDuffie Square Depot Project

1.4 DOCUMENTS

A. ELECTRONIC Bid Documents: Obtain on/after August 5, 2026, by downloadable link on the City of Laurinburg website at https://www.laurinburg.org/business/#purchasing-rfps and then clicking on “Bid Opportunities.”

B. Bid questions should be directed to the City of Laurinburg Attn: Harold W. Haywood by email at hhaywood@laurinburg.org.

1.5 TIME OF COMPLETION AND LIQUIDATED DAMAGES

A. Bidders shall begin the Work on receipt of the Notice to Proceed and shall complete the Work within the Contract Time. Work that is not completed by the established completion date, plus approved extensions, is subject to liquidated damages as follows:

• 1st week = $500/day.

• Weeks 2 & 3 = $1,000/day (based on 5 days per week).

• Weeks 4 & above = $1,500/day (based on 5 days per week).

1.6 BIDDER'S QUALIFICATIONS

A. Bidders shall provide a bid bond/bid security of 5% included with the bid submittal.

B. Bidders shall meet all Local and State requirements.

C. Bidders must be properly licensed under the laws governing their respective trades and be able to obtain insurance and bonds required for the Work. Performance and Payment Bonds will be required and Insurance in a form acceptable to Owner will be required of the successful Bidder.

END OF DOCUMENT

mailto:hhaywood@laurinburg.org

Appendix B. Request for Bids (RFB 2027-02) - Bid Form

McDuffie Square Depot Project

1.1 BID INFORMATION

A. Bidder: .

B. Project Name: McDuffie Square Depot

C. Project Location: Near the intersection of Railroad Street and South Gill Street, Laurinburg, NC

D. Owner: City of Laurinburg

E. Engineer/Architect: Jim Blackwell, P.E. Blackwell Design Services, PA

1.2 CERTIFICATIONS AND TOTAL BID

A. Total Bid, Single-Prime (All Trades) Contract: The undersigned Bidder, having carefully examined the Bid Documents, Drawings, and all subsequent Addenda, as prepared by the City of Laurinburg and the engineer’s consultants, having visited the site, and being familiar with all conditions and requirements of the Work, hereby agrees to furnish all material, labor, equipment and services, including all scheduled allowances, necessary to complete the construction of the above-named project, according to the requirements of the aforementioned documents, for the stipulated sum of:

Dollars ($ ).

(Total Bid shall include all sales tax, building permits, bonds, insurance, and general conditions/contractor fees)

1.3 BID GUARANTEE

A. The undersigned Bidder agrees to execute a contract for this Work in the above amount and to furnish surety as specified within 10 days after a written Notice of Award, if offered within 60 days after receipt of bids, and on failure to do so agrees to forfeit to Owner the attached cash, cashier's check, certified check, U.S. money order, or bid bond, as liquidated damages for such failure, in the following amount constituting five percent (5%) of the Base Bid amount above:

Dollars ($ ).

B. In the event Owner does not offer Notice of Award within the time limits stated above, Owner will return to the undersigned the cash, cashier's check, certified check, U.S. money order, or bid bond.

1.4 SUBCONTRACTORS AND SUPPLIERS

A. The following companies shall execute subcontracts for the portions of the Work indicated:

1. General Construction:

2. Electrical: _______________________________________________________________

3. Plumbing: _________________________________________________________

4. HVAC: __________________________________________________________

Appendix B. Request for Bids (RFB 2027-02) - Bid Form

2 of 2 McDuffie Square Depot Project

1.5 TIME OF COMPLETION

A. The undersigned Bidder proposes and agrees hereby to commence the Work of the Contract Documents on a date specified in a written Notice to Proceed to be issued by the Owner and shall fully complete the Work within ________ calendar days, no later than March 2027.

(MUST BE COMPLETED TO BE CONSIDERED RESPONSIVE)

1.6 ACKNOWLEDGEMENT OF ADDENDA

A. The undersigned Bidder acknowledges receipt of and use of the following Addenda in the preparation of this Bid:

1. Addendum No. 1, dated _______.

2. Addendum No. 2, dated ________.

3. Addendum No. 3, dated .

4. None .

1.7 CONTRACTOR'S LICENSE

A. The undersigned further states that it is a duly licensed contractor for the type of work proposed, in North Carolina, and that all fees, permits, etc., pursuant to submitting this proposal have been paid in full.

1.8 SUBMISSION OF BID

A. Respectfully submitted this day of , 2026.

B. Submitted By (Name of bidding firm or corporation).

C. Authorized Signature: (Handwritten signature).

D. Signed By: (Type or print name).

E. Title: (Owner/Partner/President/Vice President).

F. Witness By: (Handwritten signature).

G. Attest: (Handwritten signature).

H. By: (Type or print name).

I. Title: (Corporate Secretary or Assistant Secretary).

J. Address: .

K. License No./Federal ID No.: .

(Affix Corporate Seal Here).

END OF DOCUMENT

S101

APPENDIX C.

AutoCAD SHX Text

DEPOT FOUNDATION PLAN

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text 79'-6"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 24'-10"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text 90'-4"

AutoCAD SHX Text 35'-8"

AutoCAD SHX Text 90'-4"

AutoCAD SHX Text HSS 6x6x1/4

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text F4.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F4.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F5.5

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F5.5

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F5.5

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F5.5

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F4.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F4.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F4.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F4.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F4.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text F4.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

TDF 1.0

AutoCAD SHX Text

TDF 1.0

AutoCAD SHX Text

TDF 1.0

AutoCAD SHX Text

TDF 1.0

AutoCAD SHX Text

TDF 1.0

AutoCAD SHX Text

TDF 1.0

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF3.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF3.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text (-1'-4")

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

AutoCAD SHX Text

ISSUED FOR BID

S102

DEPOT SLAB PLAN

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text 79'-6"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 24'-10"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text 90'-4"

AutoCAD SHX Text 35'-8"

AutoCAD SHX Text 90'-4"

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S103

DEPOT FLOOR PLAN

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text 79'-6"

AutoCAD SHX Text 6'-8"

AutoCAD SHX Text 3'-4 "58"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 24'-10"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text 90'-4"

AutoCAD SHX Text 35'-8"

AutoCAD SHX Text 90'-4"

AutoCAD SHX Text

MENS

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

AND

AutoCAD SHX Text

GREEN ROOM

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

OPEN AIR

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 6'-8"

AutoCAD SHX Text 3'-4 "58"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 11'-8 "58"

AutoCAD SHX Text 11'-8 "12"

AutoCAD SHX Text 18'-8 "34"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 5'-8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 25'-4"

AutoCAD SHX Text

7/8" VERT. HAT CHANNELS

AutoCAD SHX Text @ 16" O/C

AutoCAD SHX Text

HARDIE LAP BOARD SIDING

AutoCAD SHX Text

HARDIE LAP BOARD SIDING

AutoCAD SHX Text 24'-4 "12"

AutoCAD SHX Text

8" CMU

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 5'-2 "58"

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text 5'-2 "12"

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 7 "58"

AutoCAD SHX Text 7'-11 "1316"

AutoCAD SHX Text 8'-0 "316"

AutoCAD SHX Text

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

PLUMBING

AutoCAD SHX Text

CHASE

AutoCAD SHX Text 8'-5"

AutoCAD SHX Text

NOTE "A"

AutoCAD SHX Text

NOTE "A"

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

A) AUTOMATIC DOOR CLOSURE HARDWARE

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

ROOM

AutoCAD SHX Text B) ALL DOORS ARE TO BE 3'-0 x 6'-8 STEEL DOORS PLUS HINGED TRANSOMS

AutoCAD SHX Text

NOTE "B"

AutoCAD SHX Text

NOTE "B"

AutoCAD SHX Text

NOTE "B"

AutoCAD SHX Text

NOTE "B"

AutoCAD SHX Text

NOTE "B"

AutoCAD SHX Text

NOTE "B"

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S103A

DEPOT CEILING PLAN

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text 79'-6"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 24'-10"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text 90'-4"

AutoCAD SHX Text 35'-8"

AutoCAD SHX Text 90'-4"

AutoCAD SHX Text

EXTEND ALL CMU WALLS TO BOTTOM OF ROOF DECK

AutoCAD SHX Text EXTEND ALL METAL STUD WALLS TO BOTTOM OF ROOF DECK. WALLS SHALL BE SHEATHED W/ " GYP ON 58" GYP ON EA. SIDE AND EXTERIOR FACE COVERED WITH HARDIE BOARD SIDING.

AutoCAD SHX Text

HARDIE BEADED BOARD CEILING

AutoCAD SHX Text CEILING SCREWED TO 8", CSJ, 18 GA. METAL STUDS @ 16" O/C W/ 6" OF BATT INSULATION ABOVE. BOTTOM OF STUD +12'-0"

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S104

ROOF FRAMING PLAN

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text 79'-6"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 24'-10"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text W12x22

AutoCAD SHX Text

JACK TRUSS 1

AutoCAD SHX Text

JACK TRUSS 1

AutoCAD SHX Text

JACK TRUSS 2

AutoCAD SHX Text

JACK TRUSS 2

AutoCAD SHX Text

JACK TRUSS 2

AutoCAD SHX Text

JACK TRUSS 2

AutoCAD SHX Text

RIDGE TRUSS

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text 4'-11 "12"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 4'-11 "12"

AutoCAD SHX Text 3'-7 "12"

AutoCAD SHX Text 4'-0 "1316"

AutoCAD SHX Text 5'-1 "14"

AutoCAD SHX Text 5'-1 "12"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 2

AutoCAD SHX Text

RAFTER 3

AutoCAD SHX Text

RAFTER 4

AutoCAD SHX Text

RAFTER 6

AutoCAD SHX Text

RAFTER 5

AutoCAD SHX Text

RAFTER 4

AutoCAD SHX Text

RAFTER 4

AutoCAD SHX Text

RAFTER 6

AutoCAD SHX Text

RAFTER 5

AutoCAD SHX Text

RAFTER 2

AutoCAD SHX Text

RAFTER 3

AutoCAD SHX Text

RAFTER 4

AutoCAD SHX Text

RAFTER 4

AutoCAD SHX Text

RAFTER 4

AutoCAD SHX Text

RAFTER 4

AutoCAD SHX Text

RAFTER 3

AutoCAD SHX Text

RAFTER 4

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text

AutoCAD SHX Text S108

AutoCAD SHX Text

AutoCAD SHX Text S109

AutoCAD SHX Text

AutoCAD SHX Text S109

AutoCAD SHX Text

AutoCAD SHX Text S109

AutoCAD SHX Text

AutoCAD SHX Text S109

AutoCAD SHX Text

AutoCAD SHX Text S110

AutoCAD SHX Text

AutoCAD SHX Text S110

AutoCAD SHX Text

AutoCAD SHX Text S110

AutoCAD SHX Text

AutoCAD SHX Text S111

AutoCAD SHX Text

AutoCAD SHX Text S111

AutoCAD SHX Text 35'-8"

AutoCAD SHX Text

AutoCAD SHX Text S108

AutoCAD SHX Text 4'-11 "12"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 4'-11 "12"

AutoCAD SHX Text 4'-6 "18"

AutoCAD SHX Text 3'-11 "78"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text

RAFTER 2

AutoCAD SHX Text

RAFTER 3

AutoCAD SHX Text

RAFTER 6

AutoCAD SHX Text

RAFTER 5

AutoCAD SHX Text

RAFTER 6

AutoCAD SHX Text

RAFTER 5

AutoCAD SHX Text

RAFTER 2

AutoCAD SHX Text

AutoCAD SHX Text S109

AutoCAD SHX Text

AutoCAD SHX Text S107

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1) ALL RAFTERS ARE TO BE W8x15'S

AutoCAD SHX Text

2) ALL JACK TRUSSES ARE TO BE W8x24'S

AutoCAD SHX Text L3

AutoCAD SHX Text

3) "L3" = L3x3x1/4 CROSS BRACE AT BOTTOM CHORD

AutoCAD SHX Text 17'-6 "1116"

AutoCAD SHX Text 7'-7 "1516"

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text 4'-0 "1316"

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text

RAFTER 1

AutoCAD SHX Text 4'-0 "1316"

AutoCAD SHX Text HSS[6x6x1/4 FLUSH BOTTOM

AutoCAD SHX Text

W/ RIDGE TRUSS

AutoCAD SHX Text HSS[6x6x1/4 FLUSH BOTTOM

AutoCAD SHX Text

W/ RIDGE TRUSS

AutoCAD SHX Text

NOTE 4

AutoCAD SHX Text

NOTE 4

AutoCAD SHX Text

4) EXTEND HSS[6x6 OVER COLUMN CAP PL AND FIELD WELD TO CAP PL.

AutoCAD SHX Text

5) "EB" = EAVE BRACKET

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S105

DEPOT WEST ELEVATION

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 8'-2"

AutoCAD SHX Text 98 " +/-12" +/-

AutoCAD SHX Text

ON NORTH, EAST AND WEST SIDES ALL TOP

AutoCAD SHX Text

OF WINDOWS AND DOORS ARE TO MATCH.

AutoCAD SHX Text

CASED OPENING TRIM TO BE BELOW EAVE BRACKET

AutoCAD SHX Text

DEPOT SOUTH ELEVATION

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

DEPOT EAST ELEVATION

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

ON NORTH, EAST AND WEST SIDES ALL TOP

AutoCAD SHX Text

OF WINDOWS AND DOORS ARE TO MATCH.

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 8'-2"

AutoCAD SHX Text 98 " +/-12" +/-

AutoCAD SHX Text

CASED OPENING TRIM TO BE BELOW EAVE BRACKET

AutoCAD SHX Text

DEPOT NORTH ELEVATION

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S106

MINIMUM LAP SPLICE REINF. SCHEDULE

AutoCAD SHX Text

BAR

AutoCAD SHX Text

3,000 PSI CONC.

AutoCAD SHX Text

4,000 PSI CONC.

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text #3

AutoCAD SHX Text 26"

AutoCAD SHX Text 24"

AutoCAD SHX Text #4

AutoCAD SHX Text 34"

AutoCAD SHX Text 30"

AutoCAD SHX Text #5

AutoCAD SHX Text 42"

AutoCAD SHX Text 36"

AutoCAD SHX Text

TURN DOWN FOOTING

AutoCAD SHX Text

(3) #5 BARS CONT.

AutoCAD SHX Text 1'-4

AutoCAD SHX Text 1'-0 x CONT.

AutoCAD SHX Text

TDF1.0

AutoCAD SHX Text

BARS EA. WAY

AutoCAD SHX Text

AutoCAD SHX Text 1'-0

AutoCAD SHX Text

AutoCAD SHX Text F5.5

AutoCAD SHX Text 5'-6 x 5'-6

AutoCAD SHX Text

BARS EA. WAY

AutoCAD SHX Text

BARS EA. WAY

AutoCAD SHX Text 1'-0

AutoCAD SHX Text F3.0

AutoCAD SHX Text 3'-0 x 3'-0

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

MARK

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

FOOTING SCHEDULE

AutoCAD SHX Text 1'-0

AutoCAD SHX Text F4.0

AutoCAD SHX Text 4'-0 x 4'-0

AutoCAD SHX Text

COLUMN FOOTING

AutoCAD SHX Text

COLUMN FOOTING

AutoCAD SHX Text

COLUMN FOOTING

AutoCAD SHX Text

SEE

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

TYPICAL SPREAD FOOTING

AutoCAD SHX Text

SEE FOOTING SCHEDULE FOR SIZE

AutoCAD SHX Text

AND REINFORCEMENT

AutoCAD SHX Text

AutoCAD SHX Text "t"

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

[ANCHOR

AutoCAD SHX Text

2"[GROUT

AutoCAD SHX Text

CONCRETE COLUMN

AutoCAD SHX Text

PROTECTION

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text

TURN DOWN EDGES

AutoCAD SHX Text

BOX OUT FLOOR SLAB

AutoCAD SHX Text

@ COLUMNS

AutoCAD SHX Text

TYPICAL BOX OUT

AutoCAD SHX Text

COLUMN FTG

AutoCAD SHX Text

OF BOX OUT TO

AutoCAD SHX Text

BEAR ON FTG. BELOW

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text 2'-0

AutoCAD SHX Text

TYP (UN)

AutoCAD SHX Text

TYP (UN)

AutoCAD SHX Text 2'-0

AutoCAD SHX Text

TYPICAL THICKENED SLAB DETAIL

AutoCAD SHX Text 7"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

(2)[#5 CONT. W/

AutoCAD SHX Text

#4 LAT'S @ 18" O/C

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

INTERIOR WALLS

AutoCAD SHX Text

TYPICAL CONSTRUCTION JOINT

AutoCAD SHX Text 4"

AutoCAD SHX Text

%%253"%%171 SMOOTH ROD

AutoCAD SHX Text WWM 6x6-W2.1[x[W2.1

AutoCAD SHX Text

GREASE ONE END

AutoCAD SHX Text @ 24" o.c.

AutoCAD SHX Text

SEE ARCH. DWGS

AutoCAD SHX Text

FOR JOINT TREATMENT

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

TYP. SLAB

AutoCAD SHX Text 4"

AutoCAD SHX Text

SAWN-CUT JOINT

AutoCAD SHX Text

DEPTH = .25D

AutoCAD SHX Text WWM 6x6-W2.1[x[W2.1

AutoCAD SHX Text

TYPICAL SLAB & CONTROL JOINT

AutoCAD SHX Text

INCREASE AS REQD.

AutoCAD SHX Text

TO CLEAR VERT. BRACING

AutoCAD SHX Text

TYP TURN DOWN SLAB

AutoCAD SHX Text

#4 BENT BARS @ 18" O/C

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text

(3) #5 BARS CONT.

AutoCAD SHX Text NOTES: 1) FOOTING DESIGN BASED ON ALLOWABLE SOIL BEARING OF 2,000 PSF. FIELD VERIFY PRIOR TO FOOTING DESIGN BASED ON ALLOWABLE SOIL BEARING OF 2,000 PSF. FIELD VERIFY PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text

FOOTING AT 8" CMU WALL

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text 3"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text

#4 BARS CONT @ 48" O/C

AutoCAD SHX Text

#4 BENT BARS @ 48" O/C

AutoCAD SHX Text

TO TOP OF WALL - SPLICE

AutoCAD SHX Text

TO BENT BARS

AutoCAD SHX Text

BARS CONT

AutoCAD SHX Text 1'-0

AutoCAD SHX Text

CF3.0

AutoCAD SHX Text 3'-0

AutoCAD SHX Text

WALL FOOTING

AutoCAD SHX Text

(3) #4 BARS CONT.

AutoCAD SHX Text

W/ #3 LATERALS

AutoCAD SHX Text @ 48" O/C

AutoCAD SHX Text

FILL ALL CELLS

AutoCAD SHX Text

AT BARS W/

AutoCAD SHX Text

3,000 PSI GROUT

AutoCAD SHX Text 4"

AutoCAD SHX Text

FOOTING AT 8" CMU WALL

AutoCAD SHX Text

AutoCAD SHX Text S106

AutoCAD SHX Text 3"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text

#4 BARS CONT @ 48" O/C

AutoCAD SHX Text

#4 BENT BARS @ 48" O/C

AutoCAD SHX Text

TO TOP OF WALL - SPLICE

AutoCAD SHX Text

TO BENT BARS

AutoCAD SHX Text

(4) #4 BARS CONT.

AutoCAD SHX Text

W/ #3 LATERALS

AutoCAD SHX Text @ 48" O/C

AutoCAD SHX Text

FILL ALL CELLS

AutoCAD SHX Text

AT BARS W/

AutoCAD SHX Text

3,000 PSI GROUT

AutoCAD SHX Text 4"

AutoCAD SHX Text

PLUMBING CHASE

AutoCAD SHX Text 9"

AutoCAD SHX Text 7 "58"

AutoCAD SHX Text 6 "38"

AutoCAD SHX Text 3 "58"

AutoCAD SHX Text

BARS CONT

AutoCAD SHX Text 1'-0

AutoCAD SHX Text

CF2.0

AutoCAD SHX Text 2'-0

AutoCAD SHX Text

WALL FOOTING

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S107

18'-0"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text

AutoCAD SHX Text 9'-4"

AutoCAD SHX Text 3 "78"

AutoCAD SHX Text 54'-2"

AutoCAD SHX Text 6'-9 "14"

AutoCAD SHX Text HSS[8x4x1/4

AutoCAD SHX Text HSS[4x4x1/4

AutoCAD SHX Text

JACK TRUSS 1

AutoCAD SHX Text

JACK TRUSS 1

AutoCAD SHX Text

SECTION AT JACK TRUSS 1

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S107

AutoCAD SHX Text HSS[4x4x1/4

AutoCAD SHX Text

AutoCAD SHX Text 15'-4"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S108

25'-0"

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text W8x24 ROLLED

AutoCAD SHX Text

TOP CHORD

AutoCAD SHX Text HSS]6x6x1/4 BOTT. CHORD

AutoCAD SHX Text HSS[4x4x1/4 WEB

AutoCAD SHX Text

W12 ROOF BEAM

AutoCAD SHX Text

FRAMES INTO SIDE

AutoCAD SHX Text HSS[6x6x1/4 COLUMN

AutoCAD SHX Text

SECTION AT JACK TRUSS 1

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S108

AutoCAD SHX Text

RIDGE TRUSS

AutoCAD SHX Text

BETWEEN JACK

AutoCAD SHX Text

TRUSSES 1

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text 24'-10"

AutoCAD SHX Text 12'-5"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text

MEMBERS

AutoCAD SHX Text 10'-7 "78"

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text MC[12x10.6

AutoCAD SHX Text

OF COLUMN

AutoCAD SHX Text

W12 ROOF BEAM

AutoCAD SHX Text

FRAMES INTO SIDE

AutoCAD SHX Text

OF COLUMN

AutoCAD SHX Text 9'-4"

AutoCAD SHX Text 3 "78"

AutoCAD SHX Text 13'-11 "58"

AutoCAD SHX Text 22'-7 "78"

AutoCAD SHX Text 10 "58"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text

AutoCAD SHX Text PL[ý[x[14[x[1'-2 W/ (4) " DIA. 34" DIA. ANCHOR RODS W/ 9" EMBEDMENT

AutoCAD SHX Text

TYPICAL BASE PLATE FOR

AutoCAD SHX Text

AutoCAD SHX Text S108

AutoCAD SHX Text HSS[6x6 COLUMN

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S109

17'-0 "34"

AutoCAD SHX Text 5'-8 "14"

AutoCAD SHX Text

SECTION AT JACK TRUSS 2

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S109

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text W8x24 ROLLED

AutoCAD SHX Text

TOP CHORD

AutoCAD SHX Text HSS[4x4x1/4 WEB

AutoCAD SHX Text HSS]6x6x1/4 BOTT. CHORD

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text W8x15 ROLLED

AutoCAD SHX Text

TOP CHORD

AutoCAD SHX Text HSS]6x6 BOTT. CHORD

AutoCAD SHX Text HSS[4x4x1/4

AutoCAD SHX Text

SECTION AT RAFTER 1

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S109

AutoCAD SHX Text

W12 ROOF

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

RIDGE TRUSS

AutoCAD SHX Text B

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text

MEMBERS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text ù" BENT HIP PLATE IN

AutoCAD SHX Text

1'-0" SEGMENTS TO

AutoCAD SHX Text

SUPPORT ROOF DECK

AutoCAD SHX Text

AT HIP

AutoCAD SHX Text

RAFTER'S

AutoCAD SHX Text 2,3,4,5,6

AutoCAD SHX Text

JACK TRUSS 2

AutoCAD SHX Text

SECTION THRU JACK TRUSS 2

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S109

AutoCAD SHX Text

AutoCAD SHX Text S6

AutoCAD SHX Text

(W/ HIP PL - NOT SHOWN)

AutoCAD SHX Text 12'-5"

AutoCAD SHX Text

MC[12 NOT SHOWN

AutoCAD SHX Text

MC[12 NOT SHOWN

AutoCAD SHX Text

TOP OF HIP PLATE

AutoCAD SHX Text 9'-4"

AutoCAD SHX Text 10 "58"

AutoCAD SHX Text

AT EAVE BRACKET ONLY

AutoCAD SHX Text 9'-4"

AutoCAD SHX Text 10 "58"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text

ONE BRACE CONT.

AutoCAD SHX Text

ONE BRACE SPLICED

AutoCAD SHX Text

AT INTERSECTION

AutoCAD SHX Text L3x3x1/4 CROSS BRACE

AutoCAD SHX Text HSS]6x6 BOTT. CHORD

AutoCAD SHX Text W12x22

AutoCAD SHX Text

RIDGE TRUSS

AutoCAD SHX Text L3x3x1/4

AutoCAD SHX Text

AT COLUMNS

AutoCAD SHX Text HSS[4x4x1/4 LEG

AutoCAD SHX Text

TO W12 BEAM

AutoCAD SHX Text

NOT AT COLUMN

AutoCAD SHX Text

3/8" GUSSET PLATES

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text McDuffie Depot Park

AutoCAD SHX Text

AutoCAD SHX Text 8-4-26

S110

25'-0"

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text W8x15 ROLLED

AutoCAD SHX Text

RAFTER

AutoCAD SHX Text

SECTION AT RAFTER 2

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S110

AutoCAD SHX Text

W12 ROOF

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

JT2

AutoCAD SHX Text HSS[4x4 LEG

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text W8x15 ROLLED

AutoCAD SHX Text

RAFTER

AutoCAD SHX Text

SECTION AT RAFTER 3

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S110

AutoCAD SHX Text

W12 ROOF

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

JT2

AutoCAD SHX Text HSS[4x4 LEG

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text W8x15 ROLLED

AutoCAD SHX Text

RAFTER

AutoCAD SHX Text HSS[4x4x1/4

AutoCAD SHX Text

SECTION AT RAFTER 4

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S110

AutoCAD SHX Text

W12 ROOF

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

JT2

AutoCAD SHX Text ù" BENT HIP

AutoCAD SHX Text

PLATE ON JT2

AutoCAD SHX Text

TOP CHORD JT2

AutoCAD SHX Text R4

AutoCAD SHX Text

(SIMILAR AT RAFTER 5)

AutoCAD SHX Text

(SIMILAR AT RAFTER 6)

AutoCAD SHX Text B

AutoCAD SHX Text 10 "58"

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text 10 "68"

AutoCAD SHX Text

EXTEND WEB IF NEEDED

AutoCAD SHX Text

EXTEND WEB IF NEEDED

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CEH

AutoCAD SHX Text

AutoCAD SHX Text 7-19-25

AutoCAD SHX Text

CITY OF LAURINBURG

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LAURINBURG, N.C

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text 910-280-6266

AutoCAD SHX Text Gibson, NC 28343

AutoCAD SHX Text 12860 McColman Rd.

AutoCAD SHX Text Jim Blackwell P.E.

AutoCAD SHX Text 1-14-26

AutoCAD SHX Text

CITY OF

AutoCAD SHX Text tland County

AutoCAD SHX Text North Caroli

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text o

AutoCAD SHX Text c

AutoCAD SHX Text S

AutoCAD SHX Text

NBURG

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 6, 2026.