2-Pollard House Bidder Specs 6.13.25.pdf

PROJECT MANUAL

FOR CONSTRUCTION OF

THE POLLARD HOUSE RENOVATIONS

1946 Appling Harlem Road Appling, Georgia 30802

May 21, 2025

OWNER

Columbia County Board of Commissioners

630 Ronald Reagan Drive Building B

Evans, Georgia 30809

ARCHITECT

CHEATHAM, FLETCHER, SCOTT ARCHITECTS + DESIGNERS

420 1/2 Eighth Street Augusta, GA 30901

706.724.2668

Cheatham, Fletcher, Scott Architects + Designers

Pollard House Appling, Georgia

PAGE LEFT INTENTOINALLY BLANK

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TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION

00 01 10 Table of Contents

PROCUREMENT REQUIREMENTS & CONTRACTING REQUIREMENTS

00 11 16 INVITATION TO BID

00 21 13 INSTRUCTIONS TO BIDDERS

00 31 13 PRELIMINARY SCHEDULES

00 31 43 PERMIT APPLICATION

00 41 13 BID FORM - STIPULATED SUM (SINGLE-PRIME

CONTRACT)

00 51 00 NOTICE OF AWARD

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 - EXISTING CONDITIONS

02 41 19 SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

03 10 00 CONCRETE FORMING AND ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 01 20.64 04 20 00

BRICK REPOINTING

UNIT MASONRY

04 26 13 MASONRY VENEER

DIVISION 05 - METALS

05 70 00 DECORATIVE METAL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 00 SHEATHING

06 40 13 EXTERIOR ARCHITECTURAL WOODWORK

06 40 23 INTERIOR ARCHITECTURAL WOODWORK

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06 44 60 06 65 00 06 73 00

COMPOSITE COLUMNS

SIMULATED WOOD TRIM

COMPOSITE DECKING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 00 THERMAL INSULATION

07 21 19 FOAMED-IN-PLACE INSULATION

07 25 00 WEATHER BARRIERS

07 41 13.16 STANDING-SEAM METAL ROOF PANELS

07 46 33 PLASTIC SIDING

07 62 00 07 71 23

SHEET METAL FLASHING AND TRIM

GUTTERS AND DOWNSPOUTS

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 15 08 14 12 08 52 13.10 08 71 00

STEEL DOORS

WOOD INTERIOR DOORS

CLAD WOOD WINDOWS

DOOR HARDWARE

08 95 16 WALL VENTS

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 64 00 WOOD FLOORING

09 65 43 LINOLEUM FLOORING

09 72 00 WALL COVERINGS

09 91 13 EXTERIOR PAINTING

09 91 23 09 93 00

INTERIOR PAINTING

TRANSLUCENT FINISHING

DIVISION 10 - SPECIALTIES

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 44 13 FIRE PROTECTION CABINETS

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 30 13 RESIDENTIAL APPLIANCES

DIVISION 12 - FURNISHINGS

12 36 16 METAL COUNTERTOPS

12 36 61 SIMULATED STONE COUNTERTOPS

DIVISION 14 - CONVEYING EQUIPMENT

14 42 16 WHEELCHAIR LIFTS

FACILITY SERVICES SUBGROUP

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DIVISION 21 – FIRE SUPPRESSION

21 13 16 DRY-PIPE SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

22 05 00 22 05 17 22 05 19 22 05 23 22 05 29

22 05 33 22 07 19 22 11 16 22 11 19 22 13 16 22 13 23 22 33 00

BASIC PLUMBING MATERIALS AND METHODS

SLEEVES AND SLEEVE SEALS FOR PIPING

METERS AND GAGES FOR PLUMBING PIPING

GENERAL-DUTY VALVES FOR PLUMBING PIPING

HANGERS AND SUPPORTS FOR PLUMBING

SYSTEMS

INDENTIFICATION FOR PLUMBING EQUIPMENT

PLUMBING INSULATION

DOMESTIC WATER PIPING

PLUMBING SPECAILTIES

SANITARY WASTE AND VENT PIPING

SANITARY WASTE INTERCEPTORS

ELECTRIC, DOMESTIC-WATER HEATERS

22 42 13 PLUMBING FIXTURES

DIVISION 23 - MECHANICAL

23 05 00 23 05 53 23 05 93 23 07 13 23 31 13 23 33 00 23 34 23 23 37 13 23 72 00 23 81 25

BASIC MECHANICAL MATERIALS AND METHODS

IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

TESTING, ADJUSTING, AND BALANCING FOR HVAC

HVAC INSULATION

METAL DUCTS

DUCT ACCESSORIES

HVAC POWER VENTILATORS

DIFFUSERS, REGISTERS, AND GRILLES

AIR-TO-AIR ENERGY RECOVERY EQUIPMENT

MINI-SPLIT AIR-CONDITIONERS

DIVISION 27 - COMMUNICATIONS

27 13 00

COMMUNCIATIONS BACKBONE CABLING

END OF TABLE OF CONTENTS

INVITATION TO BID 001116 - 1

DOCUMENT 001116 - INVITATION TO BID

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Notice to Bidders: Selected Bidders are invited to submit Bids for the Project as described in this Document in accordance with the Instructions to Bidders.

B. Project Identification: The Pollard House Renovations.

1. Project Location: 1964 Appling Harlem Road Appling, Georgia 30802.

C. Owner: Columbia County Board of Commissioners 630 Ronald Reagan Drive Building B Evans, Georgia 30809.

1. Owner's Representative: Jacob Mathey Senior Project Manager, Facilities Design and Construction 4325 Evans to Locks Road Evans, Georgia 30809.

D. Architect: Meagan Denton - CFS Architects 420 1/2 8th Street Augusta, Georgia 30901

(706) 724-2668 meagand@cfsarchitects.com.

E. Project Description: Project consists of Renovation and Additions to restore an 4,700 square foot homestead into an event venue. Renovations and Additions include the existing homestead and sitework that provides parking and landscaping as well as a standalone pavilion.

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

1. General Contract (all trades).

1.2 BID SUBMITTAL AND OPENING

A. Bid Submittal, Electronic: Owner will receive electronically submitted Bids until the bid time and date via web-based bidding management software. Owner will consider Bids prepared in compliance with the Instructions to Bidders and delivered as follows:

1. Bid Number: 2025013-BID3289

2. Bid Date: T.B.D.

3. Bid Time: Not later than 12:00 pm local time.

4. Web-Based Bidding Management Software:

https://columbiacountyga.bonfirehub.com

5. Bids will be thereafter opened on the same day at 2:00 pm via WebEx at https://ccgagov.webex.com/meet/gosteen

6. No submitted bid may be withdrawn after the scheduled closing time for receipt of bids for a period of sixty (60) days.

7. All Bidders must have a State of Georgia General Contractor’s License and a

INVITATION TO BID 001116 - 2

Columbia County business license.

1.3 BID SECURITY

A. Submit bid security with each Bid in the stipulated form and in the amount identified in the Instructions to Bidders.

B. Bid security shall be submitted with each bid in the amount of [5]<Insert number> percent of the bid amount. No bids may be withdrawn for a period of 30 days after opening of bids. Owner reserves the right to reject any and all bids and to waive informalities and irregularities.

1.4 PREBID MEETINGS

A. Prebid Meeting: See Document 002513 "Prebid Meetings."

B. Prebid Meeting, In Person: A prebid meeting for all Bidders will be held at 1964 Appling Harlem Rd on T.B.D. at 2:00 pm. Prospective prime Bidders are required to attend.

C. Bidders' Questions: Architect will provide responses at Prebid conference to Bidders' questions received up to two business days prior to conference. Submit requests for clarification and interpretation using method indicated in Instructions to Bidders.

D. Site Walkthrough Meeting: A site walkthrough meeting for all Bidders will be held at Project location on T.B.D. Prospective prime Bidders are required to attend.

1.5 BIDDING DOCUMENTS

A. Bidding Documents, Printed: Obtain after <Insert date> by contacting Meagan Denton at meagand@cfsarchitects.com. [Documents will be provided to prime Bidders only.] Only complete sets of documents will be issued.

1. Deposit: [$100.00]<Insert amount>.

2. Shipping: Additional shipping charges of <Insert amount> will apply.

B. Bidding Documents, Electronic: Obtain access after <Insert date> by contacting Meagan Denton at meagand@cfsarchitects.com. Online access will be provided to [prime Bidders only][all registered Bidders and Sub-Bidders and suppliers].

1.6 TIME OF COMPLETION

A. By submitting a Bid, Bidder represents that Bidder will begin the Work on receipt of the Notice to Proceed and will complete the Work within the Contract Time indicated in the Bidding Documents.

INVITATION TO BID 001116 - 3

1.7 LIQUIDATED DAMAGES

A. Work is subject to liquidated damages of $500.00.

1.8 BIDDER'S QUALIFICATIONS

A. Prequalification: Invited Bidders must have been prequalified by Owner prior to submission of Bids.

B. Licenses: Bidders must be properly licensed under the laws governing their respective trades.

C. Insurance and Bonds: A Performance Bond, separate Labor and Material Payment Bond, and insurance in a form acceptable to Owner will be required of the successful Bidder.

D. Contractor's Qualification Statement: A completed AIA Document A305, "Contractor's Qualification Statement," with all exhibits is required to be submitted with the bid.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used)

END OF DOCUMENT 001116

INSTRUCTIONS TO BIDDERS 002113 - 1

DOCUMENT 002113 - INSTRUCTIONS TO BIDDERS

PART 1 - GENERAL

1.1 INSTRUCTIONS TO BIDDERS

A. AIA Document A701-2018, "Instructions to Bidders," is hereby incorporated into the Bidding Documents by reference.

1. A copy of AIA Document A701-2018, "Instructions to Bidders," is bound in this Project Manual.

2. Document 002213 "Supplementary Instructions to Bidders" is bound in this Project Manual.

PART 2 - PRODUCTS (Not Used)

END OF DOCUMENT 002113

PREBID MEETINGS 002513 - 1

DOCUMENT 002513 - PREBID MEETINGS

1.1 PREBID MEETING

A. Owner and Architect will conduct a prebid meeting as indicated below:

1. Meeting Date: T.B.D.

2. Meeting Time: T.B.D.

3. Location, In-Person Meeting: 1964 Appling Harlem Rd. Appling, GA 30802

4. Information provided during Prebid Meeting does not constitute a modification to the Procurement and Contracting Documents. Modifications to the Procurement and Contracting Documents are issued by written Addendum only.

B. Attendance:

1. Prime Bidders: Attendance at Prebid Meeting is mandatory.

2. Subcontractors: Attendance at Prebid Meeting is recommended.

3. Notice: Bids will only be accepted from prime bidders represented on Prebid

Meeting sign-in sheet.

C. Bidder Questions: Submit written questions to be addressed at Prebid Meeting minimum of two business days prior to meeting.

1. Submit requests for clarification or interpretation using form bound in Project Manual.

2. Submit requests for substitution/prior approval using form bound in Project Manual.

D. Agenda: Prebid Meeting agenda will include review of topics that may affect proper preparation and submittal of bids, including the following:

1. Procurement and Contracting Requirements:

a. Advertisement for Bids.

b. Instructions to Bidders.

c. Bidder qualifications.

d. Bonding.

e. Insurance.

f. Bid security.

g. Bid Form and attachments.

h. Bid submittal requirements.

i. Bid Submittal Checklist.

j. Notice of Award.

2. Communication during Bidding Period:

PREBID MEETINGS 002513 - 2

a. Obtaining documents.

b. Access to Project web-based bidding management software site.

c. Bidder's Requests for Information.

d. Bidder's Substitution Request/Prior Approval Request.

e. Addenda.

3. Contracting Requirements:

a. Agreement.

b. The General Conditions.

c. The Supplementary Conditions.

d. Other Owner requirements.

4. Construction Documents:

a. Scope of Work.

b. Temporary facilities.

c. Use of site.

d. Work restrictions.

e. Alternates, allowances, and unit prices.

f. Substitutions following award.

5. Separate Contracts:

a. Work by Owner.

b. Work of other Contracts.

6. Schedule:

a. Project schedule.

b. Contract Time.

c. Liquidated damages.

d. Other Bidder questions.

7. Site/facility visit or walkthrough.

8. Post-meeting addendum.

E. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes to attendees. Minutes of meeting are issued as Available Information and do not constitute a modification to the Procurement and Contracting Documents.

Modifications to the Procurement and Contracting Documents are issued by written Addendum only.

1. Sign-in Sheet: Minutes will include list of meeting attendees.

2. List of Planholders: Minutes will include list of planholders.

1.2 SITE WALKTHROUGH

A. Site walkthrough will be conducted by members of Project team following the Prebid Meeting.

PREBID MEETINGS 002513 - 3

B. Prospective bidders are encouraged to schedule a site investigation visit by contacting Jacob Matherly at jmatherly@columbiacountyga.gov or Meagan Denton at meagand@cfsarchitects.com

PART 2 - PRODUCTS (Not Used)

END OF DOCUMENT 002513

PRELIMINARY SCHEDULES 003113 - 1

DOCUMENT 003113 - PRELIMINARY SCHEDULES

1.1 PROJECT SCHEDULE

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but do not affect Contract Time requirements. This Document and its attachments are not part of the Contract Documents.

B. Available Project information includes the following:

1. Project schedule.

2. <Insert additional information items>.

C. Project schedule including design, procurement, and construction milestones[ and Owner's occupancy requirements that constitute work restrictions] is available for viewing [on Project web-based bidding management software site][as appended to this Document].

D. Related Requirements:

1. Document 004113 "Bid Form - Stipulated Sum (Single-Prime Contract) for Contract Time.

2. Section 011000 "Summary" for phased construction requirements.

3. Section 013200 "Construction Progress Documentation" for Contractor's construction schedule requirements.

PART 2 - PRODUCTS (Not Used)

END OF DOCUMENT 003113

BID FORM - STIPULATED SUM (SINGLE-

PRIME CONTRACT)

004113 - 1

DOCUMENT 004113 - BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)

PART 1 - GENERAL

1.1 BID INFORMATION

A. Bidder: ____________________________________________________.

B. Project Name: Pollard House.

C. Project Location: 1946 Appling Harlem Rd Appling, Georgia 30802.

D. Owner: Columbia County Board of Commissioners.

E. Architect: Cheatham Fletcher Scott Architects + Designers.

1.2 CERTIFICATIONS AND BASE BID

A. Base Bid, Single-Prime (All Trades) Contract: The undersigned Bidder, having carefully examined the Procurement and Contracting Requirements, Conditions of the Contract, Drawings, Specifications, and all subsequent Addenda, as prepared by CFS Architects and Architect'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 necessary to complete the construction of the above-named Project, in accordance with the requirements of the Procurement and Contracting Documents, for the stipulated sum of:

1. Two Million Two Hundred Thousand Dollars and Zero Cents ($2,200,00.00).

1.3 BID SECURITY

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 Bid Security, as liquidated damages for such failure as follows:

1. In the following amount constituting 5 percent of the Base Bid amount above:

a. ___________________________________________ Dollars

2. In the following amount constituting <Insert percentage> of the Base Bid amount above:

a. ___________________________________________ Dollars

BID FORM - STIPULATED SUM (SINGLE-

PRIME CONTRACT)

004113 - 2

3. In the following amount, as stipulated in Document 002113 "Instructions to Bidders":

a. ___________________________________________ Dollars

B. Form of Bid Security: Bidder has attached the following:

1. ▢ AIA Document A310-2010, "Bid Bond."

2. ▢ Cashier's check.

3. ▢ Certified check.

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

1.4 SUBCONTRACTORS AND SUPPLIERS

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

1. Concrete Work:

2. Masonry Work:

3. Roofing Work:

4. Plumbing Work:

5. HVAC Work:

6. Electrical Work:

1.5 TIME OF COMPLETION

A. Time of Completion:

1. 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 Architect, and to substantially complete the Work within <Insert number> calendar days.

2. 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 Architect, and to substantially complete the Work within ________ calendar days.

BID FORM - STIPULATED SUM (SINGLE-

PRIME CONTRACT)

004113 - 3

1.6 ACKNOWLEDGMENT 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. Addendum No. 4, dated ____________________.

1.7 BID SUPPLEMENTS

A. The following supplements are a part of this Bid Form and are attached hereto:

1. <Insert name of Bid Form supplement>.

1.8 CONTRACTOR'S LICENSE

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

1.9 SUBMISSION OF BID

A. Respectfully submitted this ____ day of ______________________ <Insert month and year>.

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. Witnessed by: ____________________________________________ (Handwritten signature).

G. Attest: __________________________________________________ (Handwritten signature).

H. By: _______________________________________________________ (Type or print name).

BID FORM - STIPULATED SUM (SINGLE-

PRIME CONTRACT)

004113 - 4

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

J. Street Address:

K. City, State, Zip:

L. Phone:

M. License No.:

N. Federal ID No.:

O. (Affix Corporate Seal Here)

PART 2 - PRODUCTS (Not Used)

END OF DOCUMENT 004113

NOTICE OF AWARD 005100 - 1

DOCUMENT 005100 - NOTICE OF AWARD

PART 1 - GENERAL

1.1 BID INFORMATION

A. Bidder: <Insert successful Bidder name>.

B. Bidder's Address: <Insert street address, city, state, zip, and telephone>.

C. Prime Contract: <Insert prime contract name>.

D. Project Name: <Insert Project name>.

E. Project Location: <Insert address, city, state, zip>.

F. Owner: <Insert name of Owner>.

G. Owner Project Number: <Insert Owner Project number>.

H. Architect: <Insert name of Architect>.

I. Architect Project Number: <Insert Architect Project number>.

1.2 NOTICE OF INTENT TO AWARD CONTRACT

A. Notice: The above Bidder is hereby notified that their Bid, dated <Insert date>, for the above Contract has been considered and the Bidder will be awarded a Contract for <Insert brief description of Work or sections of Work awarded>.

B. Alternates Accepted: Accepted alternates are indicated in the Owner/Contractor Agreement.

C. Contract Sum: The Contract Sum[ including accepted alternates] is:

1. <Insert written amount> dollars ($<Insert numeric amount>).

2. Indicated in the Owner/Contractor Agreement.

1.3 NOTICE OF AWARD OF CONTRACT

A. Notice: The above Bidder is hereby notified that their Bid, dated <Insert date>, for the above Contract has been considered and the Bidder is hereby awarded a Contract for <Insert brief description of Work or sections of Work awarded>.

B. Alternates Accepted: Accepted alternates are indicated in the Owner/Contractor Agreement.

NOTICE OF AWARD 005100 - 2

C. Contract Sum: The Contract Sum[ including accepted alternates] is:

1. <Insert written amount> dollars ($<Insert numeric amount>).

2. Indicated in the Owner/Contractor Agreement.

1.4 EXECUTION OF CONTRACT

A. Contract Documents: Executable copies of the Contract Documents will be made available to the Bidder immediately. The Bidder must comply with the following conditions precedent within [10]<Insert number> days of the above date of issuance of the Notice:

1. Deliver to Owner [three]<Insert number> sets of fully executed copies of the Owner/Contractor Agreement[ and associated documents indicating a requirement for signature by the Contractor].

2. Deliver with the executed Owner/Contractor Agreement the Bonds and Certificates of Insurance required by the Contract Documents.

3. <Insert conditions precedent>.

B. Compliance: Failure to comply with conditions of this Notice within the time specified will entitle Owner to consider the Bidder in default, annul this Notice, and declare the Bidder's Bid security forfeited.

1. Within [10]<Insert number> days after the Bidder complies with the conditions of this Notice, Owner will return to the Bidder one fully executed copy of the Owner/Contractor Agreement.

1.5 NOTIFICATION

A. This Notice is issued by:

1. Owner: <Insert Owner name>.

2. Authorized Signature:

3. Signed By: <Insert authorized signatory name>.

4. Title: <Insert authorized signatory title>.

PART 2 - PRODUCTS (Not Used)

END OF DOCUMENT 005100

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work performed by Owner.

5. Multiple Work Packages.

6. Work under Owner's separate contracts.

7. Future work not part of this Project.

8. Owner's product purchase contracts.

9. Owner-furnished/Contractor-installed (OFCI) products.

10. Owner-furnished/Owner-installed (OFOI) products.

11. Contractor-furnished/Owner-installed (CFOI) products.

12. Contractor's use of site and premises.

13. Coordination with occupants.

14. Work restrictions.

15. Specification and Drawing conventions.

16. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

2. Section 017300 "Execution" for coordination of Owner-installed products.

1.2 DEFINITIONS

A. Work Package: A group of specifications, drawings, and schedules prepared by the design team to describe a portion of the Project Work for pricing, permitting, and construction.

1.3 PROJECT INFORMATION

A. Project Identification: The Pollard House.

1. Project Location: 1946 Appling Harlem Road Appling, GA 30802.

B. Owner: Columbia County Board of Commissioners 630 Ronald Reagan Drive Building B Evans, GA 30809.

SUMMARY 011000 - 2

1. Owner's Representative: Jacob Matherly Senior Project Manager 4325 Evans to Locks Road Evans, GA 30809.

C. Architect: Meagan Denton CFS Architects 420 1/2 8th Street Augusta, GA 30901.

D. Contractor: T.B.D.

1. Contractor Representative: T.B.D

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following:

1. 4700 SF w/ 340 SF addition, wood framed, Type V-B construction and separate pavilion.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.5 CONTRACTOR'S USE OF SITE AND PREMISES

A. Unrestricted Use of Site: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period.

Repair damage caused by construction operations.

C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.6 WORK RESTRICTIONS

A. Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets, work on public streets, rights of way, and other requirements of authorities having jurisdiction.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging for temporary utility services according to requirements indicated:

1. Notify Owner 24 minimum 24 hours in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

SUMMARY 011000 - 3

C. Smoking and Controlled Substance Restrictions: Use of tobacco products, alcoholic beverages, and other controlled substances on Owner's property is not permitted.

D. Employee Screening: Comply with Owner's requirements for background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

1.7 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Text Color: Text used in the Specifications, including units of measure, manufacturer and product names, and other text may appear in multiple colors or underlined as part of a hyperlink; no emphasis is implied by text with these characteristics.

3. Hypertext: Text used in the Specifications may contain hyperlinks. Hyperlinks may allow for access to linked information that is not residing in the Specifications. Unless otherwise indicated, linked information is not part of the Contract Documents.

4. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.

C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

SUMMARY 011000 - 4

PART 2 - PRODUCTS (Not Used)

END OF SECTION 011000

SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. The Work of this Section Includes:

1. Demolition and removal of selected portions of exterior or interior of building or structure and site elements.

2. Removal and salvage of existing items for delivery to Owner and removal of existing items for reinstallation.

B. Related Requirements:

1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements.

2. Section 015639 "Temporary Tree and Plant Protection" for temporary protection of existing trees and plants that are affected by selective demolition.

3. Section 017300 "Execution" for cutting and patching procedures.

4. Section 013516 "Alteration Project Procedures" for general protection and work procedures for alteration projects.

5. Section 311000 "Site Clearing" for site clearing and removal of above- and below-grade improvements not part of selective demolition.

6. Section 330500 "Common Work Results for Utilities" for removal of site utility systems piping, equipment, and components.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner as indicated.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage; prepare for reuse; and reinstall where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed.

1.3 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items

SELECTIVE DEMOLITION 024119 - 2

of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.4 COORDINATION

A. Arrange selective demolition schedule so as not to interfere with Owner's operations.

1.5 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review structural load limitations of existing structure.

3. Review and finalize selective demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

5. Review areas where existing construction is to remain and requires protection.

6. Review and finalize protection requirements.

7. Review procedures for noise control and dust control.

8. Review storage, protection, and accounting for items to be removed for salvage or reinstallation.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Statements: For refrigerant recovery technician.

B. Engineering Survey: Submit engineering survey of condition of building.

C. Survey of Existing Conditions: Submit survey.

D. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection , for dust control and , for noise control. Indicate proposed locations and construction of barriers.

E. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted.

2. Temporary interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination for shutoff, capping, and continuation of utility services.

4. Use of elevator and stairs.

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5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work.

F. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed in accordance with EPA regulations.

Include name and address of technician and date refrigerant was recovered.

G. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition.

1.7 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

1.8 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Universal certified by an EPA-approved certification program.

1.9 FIELD CONDITIONS

A. The building will remain unoccupied during all phases of construction.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials:

1. It is not expected that hazardous materials will be encountered in the Work.

a. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

2. Hazardous materials are present in buildings and structures to be selectively demolished. A report on the presence of hazardous materials is [on file][included in Section 003126 "Existing Hazardous Material Information"] for review and use.

Examine report to become aware of locations where hazardous materials are present.

a. Hazardous material remediation is specified in Section <Insert Section number> "<Insert Section title>."

b. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified in Section <Insert

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Section number> "<Insert Section title>."

E. On-site sale of removed items or materials is not permitted.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.

C. Sustainable Design Requirements for Building Reuse:

1. Maintain the existing building structure, envelope, and interior nonstructural elements of an abandoned or blighted building. Do not demolish such existing construction beyond indicated limits.

2. Maintain the existing building structural systems where indicated to remain. Do not demolish such existing construction beyond indicated limits.

3. Maintain the existing interior ceilings, interior partitions, and/or demountable walls where indicated to remain. Do not demolish such existing construction beyond indicated limits.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

C. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.

D. Steel Tendons: Locate tensioned steel tendons and include recommendations for de-tensioning.

E. Verify that hazardous materials have been remediated before proceeding with building

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demolition operations.

F. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video. Comply with Section 013233 "Photographic Documentation."

1. Inventory and record the condition of items to be removed for salvage or reinstallation. Photograph or video conditions that might be misconstrued as damage caused by removal.

2. Photograph or video existing conditions of adjoining construction including finish surfaces, that might be misconstrued as damage caused by selective demolition operations or removal of items for salvage or reinstallation.

3.2 PREPARATION

A. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

B. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls."

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location and reinstalled in their original locations after selective demolition operations are complete.

D. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment in accordance with 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 UTILITY SERVICES AND BUILDING SYSTEMS

A. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utilities and building systems serving areas to be

SELECTIVE DEMOLITION 024119 - 6

selectively demolished.

1. Owner will arrange to shut off indicated utilities when requested by Contractor.

2. Arrange to shut off utilities with utility companies.

3. If disconnection of utilities and building systems will affect adjacent occupied parts of the building, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to those parts of the building.

4. Demolish and remove existing building systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment and components.

5. Abandon existing building systems, equipment, and components indicated on Drawings to be abandoned in place.

a. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

b. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

6. Remove and reinstall/salvage existing building systems, equipment, and components indicated on drawings to be removed and reinstalled or removed and salvaged:

a. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment and components; when appropriate, reinstall, reconnect, and make equipment operational.

b. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and components and deliver to Owner.

3.4 SALVAGE/REINSTALL

A. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

B. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

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2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

3.5 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Proceed with selective demolition systematically, from higher to lower level.

Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.

2. Neatly cut openings and holes plumb, square, and true to dimensions required.

Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

5. Maintain fire watch during and for at least <Insert number> hours after flame-cutting operations.

6. Maintain adequate ventilation when using cutting torches.

7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

8. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.

9. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.

Provide alternate routes around closed or obstructed trafficways if required by authorities having jurisdiction.

2. Use water mist and other suitable methods to limit spread of dust and dirt.

Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution.

C. Work in Historic Areas: Selective demolition may be performed only in areas of Project

SELECTIVE DEMOLITION 024119 - 8

that are not designated as historic. In historic spaces, areas, and rooms, or on historic surfaces, the terms "demolish" or "remove" to mean historic "removal" or "dismantling" as specified in Section 024296 "Historic Removal and Dismantling."

3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete:

1. Demolish in small sections. Using power-driven saw, cut concrete to a depth of at least 3/4 inch at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete. Neatly trim openings to dimensions indicated.

2. Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts.

B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts.

C. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove.

D. Resilient Floor Coverings: Remove floor coverings and adhesive in accordance with recommendations in RFCI's "Recommended Work Practices for the Removal of Resilient Floor Coverings."

E. Roofing: Remove no more existing roofing than what can be covered in one day by new roofing and so that building interior remains watertight and weathertight. See Section 074113.16 "Standing Seam Metals Roof Panels" for new roofing requirements.

1. Remove existing roof membrane, flashings, copings, and roof accessories.

2. Remove existing roofing system down to substrate.

3.7 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and recycle or dispose of them in accordance with Section 017419 "Construction Waste Management and Disposal."

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

4. Comply with requirements specified in Section 017419 "Construction Waste

Management and Disposal."

B. Burning: Do not burn demolished materials.

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3.8 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

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CONCRETE FORMING AND ACCESSORIES 031000 - 1

SECTION 031000 - CONCRETE FORMING AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

1. Form-facing materials.

1.2 DEFINITIONS

A. Form-Facing Material: The temporary form materials that come in direct contact with the concrete as part of the formwork components in supporting the concrete while the concrete is setting and gaining sufficient strength to be self-supporting. The most common materials are steel, aluminum, and wood.

B. Formwork: The total system of support of freshly placed concrete, including the mold or sheathing that contacts the concrete, as well as supporting members, hardware, and necessary bracing.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review the following:

a. Special inspection and testing and inspecting agency procedures for field quality control.

b. Construction, movement, contraction, and isolation joints

c. Forms and form-removal limitations.

d. Shoring and reshoring procedures.

e. Anchor rod and anchorage device installation tolerances.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.5 QUALITY ASSURANCE

A. Testing and Inspection Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified in accordance with ASTM C1077 and ASTM E329 for testing indicated.

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CONCRETE FORMING AND ACCESSORIES 031000 - 2

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Concrete Formwork: Design, engineer, erect, shore, brace, and maintain formwork, shores, and reshores in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

1. Design formwork to limit deflection of form-facing material to 1/240 of center-to-center spacing of supports.

a. For architectural concrete specified in Section 033300 "Architectural Concrete," limit deflection of form-facing material, studs, and walers to

0.0025 times their respective clear spans (L/400).

B. Design, engineer, erect, shore, brace, and maintain insulating concrete forms in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

2.2 FORM-FACING MATERIALS

A. As-Cast Surface Form-Facing Material:

1. Provide continuous, true, and smooth concrete surfaces.

2. Furnish in largest practicable sizes to minimize number of joints.

3. Acceptable Materials: As required to comply with Surface Finish designations specified in Section 033000 "Cast-in-Place Concrete, and as follows:

a. Plywood, metal, or other approved panel materials.

B. Concealed Surface Form-Facing Material: Lumber, plywood, metal, plastic, or another approved material.

1. Provide lumber dressed on at least two edges and one side for tight fit.

2.3 RELATED MATERIALS

A. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

2. Form release agent for form liners to be acceptable to form liner manufacturer.

B. Form Ties: Factory-fabricated, removable or snap-off, glass-fiber-reinforced plastic or

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Pollard House Appling, Georgia

CONCRETE FORMING AND ACCESSORIES 031000 - 3

metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface.

2. Furnish ties that, when removed, leave holes no larger than 1 inch in diameter in concrete surface.

3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

PART 3 - EXECUTION

3.1 INSTALLATION OF FORMWORK

A. Comply with ACI 301.

B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117 and to comply with the Surface Finish designations specified in Section 033000 "Cast-in-Place Concrete" for as-cast finishes.

C. Limit concrete surface irregularities as follows:

1. Surface Finish-2.0: ACI 117 Class B, 1/4 inch.

D. Construct forms tight enough to prevent loss of concrete mortar.

1. Minimize joints.

2. Exposed Concrete: Symmetrically align joints in forms.

E. Construct removable forms for easy removal without hammering or prying against concrete surfaces.

1. Install keyways, reglets, recesses, and other accessories, for easy removal.

F. Do not use rust-stained,…