Scott_Community_Center_Permit_Bid_Set.pdf

PDF 4 MB Posted Dec 22, 2025

Attached to: Scott Community Center Interior Renovation
Solicitation number: 020926
Issued by: Barnwell County, South Carolina

About this file

Written by GovTribe AI · Dec 30, 2025

This is a comprehensive bid set for the Scott Community Center Interior Renovation project located at 242 Scott Hill Road, Saint Helena Island, South Carolina 29920, involving the South Carolina state and local government procurement process. The project scope encompasses interior demolition, installation of new cabinetry and countertops, flooring replacement, interior painting, ceiling tile system repairs or replacement, LED light fixture installation, restroom renovations, replacement of an existing electric water heater with a propane tankless unit, and coordination of security camera conduit for low-voltage wiring. The building is 2,987 square feet of assembly-use space (A-2 occupancy type) on the first floor. The construction documents include architectural, mechanical, plumbing, and electrical drawings prepared by Jeff Lewis, AIA, with mechanical design by MECA, Inc., plumbing by MECA, Inc., and electrical by ETi Engineering, LLC. The project number is 22-031-3, and the existing building conditions must be verified by contractors prior to bidding through mandatory site visits.

The project specifications establish a liquidated damages clause of $250 per calendar day for any delay beyond the specified substantial completion date. Performance and payment bonds are required in the amount of 100% of the contract value using AIA Document A312-2010. Commercial general liability insurance with limits of $1,000,000 per occurrence and an umbrella policy of $3,000,000 are mandatory, along with workers' compensation and employers' liability coverage. The contractor is responsible for all plan review and permit fees, water and sewer impact fees, and connection fees. Submittals must be reviewed and approved by both the general contractor and relevant subcontractors before architect review, and the project manual specifies compliance with the 2021 International Building Code with South Carolina modifications, the 2021 International Plumbing Code, and the 2009 South Carolina Energy Conservation Code. A pre-proposal conference was scheduled, and the project requires third-party testing and balancing of mechanical systems and camera inspection of below-slab plumbing prior to final acceptance.

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File	Type	Posted
Scott_Community_Center_Interior_Renovation_(Addendum_#3_Revision).pdf	PDF	Feb 6, 2026
Scott_Community_Center_Interior_Renovation.pdf	PDF	Dec 30, 2025
Exhibit_4_-_Monthly_Compliance_Status_Report.pdf	PDF	Dec 19, 2025

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561 JACOBS MILL POND ROAD561 JACOBS MILL POND ROAD

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803.960.5026 / jeff@jefflewisaia.com803.960.5026 / jeff@jefflewisaia.com

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22-031-3

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INTERIOR UPDATES TO

SCOTT COMMUNITY CENTER

242 SCOTT HILL RD.

SAINT HELENA ISLAND, SC 29920

1 FLOOR PLAN

1/8" = 1'-0"

DRAWING TITLE

INDICATES

THE VIEW

TITLE

INDICATES THE

VIEW NUMBER

INDICATES THE

VIEW SCALE

INDICATES DIRECTION

OF CUTTING PLANE

INDICATES THE

SECTION NUMBER

INDICATES SHEET

NUMBER WHERE

SECTION IS DRAWN

A5.1

BUILDING / WALL SECTION CUT

INTERIOR ELEVATION

EXTERIOR ELEVATION

INDICATES SHEET

NUMBER WHERE

ELEVATION IS

DRAWN

INDICATES THE

ELEVATION

NUMBER

INDICATES VIEW

DIRECTION

A5.1

ROOM NUMBER IDENTIFICATION

OFFICE

INDICATES

THE ROOM

NAME

INDICATES THE

ROOM

NUMBER

INDICATES SHEET

NUMBER WHERE

DETAIL/PLAN IS DRAWN

INDICATES THE

DETAIL / PLAN

NUMBER

DETAIL / ENLARGED PLAN NUMBER

IDENTIFICATION

A4.1

SIM

SIMILAR TO

THAT SHOWN

DOOR NUMBER

REFER TO DOOR SCHEDULE

101A

DOOR NUMBER IDENTIFICATION

WINDOW NUMBER

WINDOW NUMBER IDENTIFICATION

WALL TAG IDENTIFICATION

SR1 WALL TAG

REFER TO WALL LEGEND, IF PROVIDEDb

KEY NOTE NUMBER

DEMOLITION KEY NOTE IDENTIFICATION

LEVEL HEAD

FIN. FLR. EL.

0'-0"

INDICATES VIEW

DIRECTION

INDICATES THE

ELEVATION NUMBER

INDICATES SHEET

NUMBER WHERE

ELEVATION IS

DRAWN

A5.1

SYMBOL LEGEND

561 JACOBS MILL POND ROAD561 JACOBS MILL POND ROAD

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803.960.5026 / jeff@jefflewisaia.com803.960.5026 / jeff@jefflewisaia.com

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22-031-3

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LIST OF DRAWINGS

SHEET SHEET DESCRIPTION

CVR COVER SHEET

G101 GENERAL NOTES & INFO, SYMBOL LEGEND, LIST OF DRAWINGS

1. CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS

AFFECTING THE WORK.

2. IN KEEPING WITH PARAGRAPH 3.2.1 OF THE GENERAL CONDITIONS, AIA DOCUMENT A201, THE CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS SO AS TO DETERMINE IF THE INFORMATION SHOWN IS SUFFICIENT FOR HIM TO COMPLETE THE WORK AS DESIGNED. HE SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY ADDITIONAL INFORMATION NEEDED. FAILURE TO NOTIFY THE ARCHITECT CONSTITUTES HIS ACCEPTANCE THAT THE CONSTRUCTION DOCUMENTS ARE SUFFICIENTLY COMPLETE TO ACCOMPLISH THE WORK AND ANY ADDITIONAL INFORMATION PROVIDED SUBSEQUENT TO AWARD OF THE CONTRACT IS SUBJECT TO THE ARCHITECT'S INTERPRETATION.

3. EACH TRADE SHALL INSPECT THE PREVIOUS WORK/TRADE WHICH IS TO RECEIVE HIS WORK/TRADE AND SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING OF ANY UNACCEPTABLE CONDITIONS. BY STARTING WORK HE ACKNOWLEDGES THAT THE PREVIOUS WORK IS

SUITABLE TO ACCEPT HIS WORK/TRADE AND TO PRODUCE THE INTENDED RESULTS.

4. CONTRACTOR SHALL VERIFY AND COORDINATE FINISH OPENINGS AND DIMENSIONS AFFECTING INSTALLATION OF FABRICATED AND/OR BUILT-

IN ITEMS OR EQUIPMENT.

5. RUN ALL MECHANICAL AND ELECTRICAL ITEMS AT RIGHT ANGLES TIGHT TO STRUCTURE AND/OR WALLS UNLESS NOTED SPECIFICALLY

OTHERWISE.

6. WHERE DISCREPANCIES MAY OCCUR BETWEEN PLANS AND SPECIFICATIONS, OR BETWEEN VARIOUS PARTS OF THE PLANS, THE CONTRACTOR SHALL PROVIDE THE GREATER QUANTITY OR BETTER QUALITY INDICATED. THE FOLLOWING PRIORITY LIST SHALL GOVERN

OTHER CONFLICTS WHICH MAY OCCUR IN THE DOCUMENTS.

1. SPECIFICATION REQUIREMENTS

2. NOTES ON PLANS

3. SCHEDULES ON PLANS

4. LARGE SCALE DETAILS, SECTIONS, ELEVATIONS

5. SMALL SCALE DETAILS, SECTIONS, ELEVATIONS

6. LARGER SCALE PLANS

7. SMALLER SCALE PLANS

7. UNLESS NOTED OTHERWISE, ALL NON PAVED AREAS DISTURBED BY THE CONSTRUCTION SHALL RECEIVE 4" OF TOPSOIL, GRADED FOR POSITIVE DRAINAGE AWAY FROM BUILDINGS, AND HYDROSEEDED WITH A SEED MIXTURE AS DETERMINED BY THE ARCHITECT.

8. CONCEALED MECHANICAL AND ELECTRICAL ITEMS SHALL BE INSTALLED IN SUCH A MANNER THAT WILL NOT REQUIRE ARCHITECTURAL

ELEMENTS AND/OR FINISHES TO BE ALTERED FROM AS SHOWN ON DRAWINGS.

9. UNDER NO CIRCUMSTANCES SHALL THE DRAWINGS BE SCALED. ALL LABELED DIMENSIONS SHALL BE USED IN THE PROGRESS OF THE WORK AS DEFINED. SHOULD ANY ADDITIONAL INFORMATION BE REQUIRED, THE CONTRACTOR SHALL REQUEST THIS INFORMATION IN WRITING FROM

THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.

GENERAL NOTES

G102

G103

(803) 960-5026JEFF LEWIS AIA ARCHITECT JEFF LEWIS, AIA

-- JEFF LEWIS, AIALEAD DESIGN PROFESSIONAL:

DESIGNER FIRM CONTACT LICENSE # TELEPHONE #

ARCHITECTURAL

ELECTRICAL

PLUMBING

MECHANICAL

CODE COMPLIANCE

INTERNATIONAL BUILDING CODE:

INTERNATIONAL FIRE CODE:

INTERNATIONAL PLUMBING CODE:

INTERNATIONAL MECHANICAL CODE:

INTERNATIONAL ENERGY CONSERVATION CODE:

NATIONAL ELECTRIC CODE:

ICC - A117.1:

AMERICANS WITH DISABILITIES ACT (ADA)

NEW CONSTRUCTION RENOVATION (EXISTING BUILDING) UPFIT ALTERATION

2021 EDITION WITH SC MODIFICATIONS

2020 EDITION (NFPA 70) WITH SC MODIFICATIONS

2017 EDITION (LATEST EDITION)

2009 EDITION

ETi ENGINEERING, LLC

MECA, INC.

MECA, INC. GENE WILSON

PHIL CLAYTOR

BRYSON TUCKER (803) 233-9396

(803) 765-9421

BUILDING INFORMATION

BUILDING DATA

CONSTRUCTION TYPE: I-A I-B II-A II-B III-A III-B

(SECTION 601)

IV V-A V-B

SPRINKLERS: NO YES NFPA 13 NFPA 13R NFPA 13D

STANDPIPES: NO YES CLASS I II III WET DRY

FIRE DISTRICT: NO YES

BUILDING HEIGHT: FEET NUMBER OF STORIES UNLIMITED PER

MEZZANINE: NO YES

HIGH RISE: NO YES CENTRAL REFERENCE SHEET # (IF PROVIDED)

GROSS BUILDING AREA:

FLOOR EXISTING (SQ.FT.) NEW (SQ.FT.) SUB-TOTAL

1ST FLOOR

21' (EXISTING) 1

2,987 SF

OCCUPANCY TYPE - ASSEMBLY (A-2)

PROJECT MANUAL

ADA DETAILS

ARCHITECTURAL

A102 SCHEDULES & FINISH SPECIFICATIONS

A101 PLANS, ENLARGED PLAN, & KITCHEN DETAILS

MECHANCIAL

M102 MECHANICAL RENOVATION FLOOR PLAN

M101 MECHANICAL DEMOLITION FLOOR PLAN

M301 MECHANICAL SPECIFICATIONS

M201 MECHANICAL SCHEDULES AND DETAILS

M302 MECHANICAL SPECIFICATIONS

PLUMBING

P102 PLUMBING RENOVATION FLOOR PLAN - WASTE/VENT

P101 PLUMBING DEMOLITION FLOOR PLAN

P201 PLUMBING SCHEDULES & DETAILS

P103 PLUMBING RENOVATION FLOOR PLAN - WATER SUPPLY

P302 PLUMBING SPECIFICATIONS

P301 PLUMBING SPECIFICATIONS

ELECTRICAL

E001 ELECTRICAL SYMBOLS, SCHEDULES, & DETAILS

E002 ELECTRICAL SPECIFICATIONS

ED101 ELECTRICAL DEMOLITION PLAN

E101 LIGHTING, POWER & COMMUNICATIONS RENOVATION PLAN

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803.960.5026 / jeff@jefflewisaia.com803.960.5026 / jeff@jefflewisaia.com

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1.1 CONTRACT DOCUMENTS IDENTIFICATION

A. The Contract Documents are identified as Project Number 22-031-1, as prepared by Jeff Lewis AIA, Architect.

1.2 CONTRACT TIME

A. Contract Time period stated for performing the Work shall be in accordance with the Proposal and as indicated as the Proposed Construction Duration on the Proposal Information Form.

B. Proposer shall be expected to adhere to the Contract Time period as outlined in the Contract Documents, and the Owner shall retain as Liquidated Damages, $250.00 for each calendar day the actual construction time to achieve Substantial Completion exceeds the specified date or adjusted

Contract time for Substantial Completion.

1.3 PRODUCT/ASSEMBLY/SYSTEM SUBSTITUTIONS

A. Where the Construction Documents stipulate a particular product, substitutions (if noted in specific specifications) will be considered up to the timeframe indicated in the Request for Proposals, unless indicated otherwise through a subsequent addendum. It is recommended requests are submitted ahead of the stated timeline to assure potential inclusion if approved.

1.4 SITE EXAMINATION

A. Each proposer is responsible for inspecting the project site as needed before submitting a proposal. The submission of a proposal shall be construed as conclusive evidence that the proposer has made such examination as necessary.

1.5 PRE-PROPOSAL CONFERENCE

A. A mandatory pre-proposal conference has been scheduled for _________ at ______at the following location:

1. Address: Name

Address B. Subcontractors and suppliers/vendors are not required to attend.

C. Representatives of Architect will be in attendance.

1.6 PERFORMANCE ASSURANCE

A. Bonds: Awarded Proposer shall be required to provide a Performance Bond and Payment Bond utilizing AIA Document A312-2010 in the amount of 100% of the Contract amount.

1.7 INSURANCE

A. Provide an executed "Undertaking of Insurance" as required and utilize AIA Form G715-2017 as needed in addition to ACORD Certificate of Insurance 25. All insurance requirements for Proposer and subcontractors shall be in accordance with the documents herein, including the Contract, unless indicated otherwise.

B. Insurance Limits:

1. Commercial General Liability

a. General Aggregate $1,000,000

b. Products/Completed Operations $1,000,000

c. Personal and Advertising Injury $1,000,000

d. Each Occurrence $1,000,000

e. Damage to Rented Premises (each occurrence) $50,000

f. Medical Expense (Any one person) $5,000

2. Automobile Liability

a. Combined Single Limit $1,000,000

3. Workers’ Compensation

a. Each Accident $100,000

b. Each Employee $100,000

4. Employers’ Liability

a. Each Accident $100,000

b. Each Employee $100,000

c. Policy Limit $500,000

5. Umbrella Policy $3,000,000 C. All costs associated with Builder ’s Risk shall be the responsibility of the Proposer and included in overall Proposal amount submitted to Owner.

1.8 FEES FOR CHANGES IN THE WORK

A. Include the fees for overhead and profit on own Work and Work by subcontractors, identified on the Proposal Information Form and in compliance with the General Conditions.

1.9 CERTIFICATION REGARDING DRUG-FREE WORKPLACE

A. The Proposer certifies that the project site will be a “DRUG-FREE WORKPLACE” as that term is defined in Section 44-107-30 of the S.C. Code of Laws by complying with the requirements set forth in Title 44, Chapter 107.

1.10 ADDITIONAL INFORMATION

A. Geotechnical Report: See attached Report of Subsurface Exploration and Engineering Evaluation prepared by SUMMIT Engineering, Laboratory & Testing, P.C., dated August 11, 2023.

B. 3rd Party Testing & Inspections to be By Owner.

C. Termite Treatment to be By Owner.

1.11 WORK BY OWNER & OWNER-FURNISHED PRODUCTS

A. None.

1.12 ACCESS TO SITE

A. General: 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, or as indicated otherwise.

Retain "Use of Site" Paragraph below if Project site is accessible to other parties or if parts of a building being renovated are occupied during construction. Revise to suit Project. See Evaluations for model text.

B. Use of Site: Limit use of Project site to areas within the Contract limits. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1.13 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

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

B. On-Site Work Hours: Limit work to normal business working hours, unless otherwise allowed by Owner through written permission.

1. Early Morning Hours: Restrict noisy work or disturbances during early or late hours due to proximity to residences. Any pre-dawn or post sunset work shall be cleared through Owner in writing.

2. Hours for core drilling or other noisy activity shall be limited during normal working hours unless otherwise allowed by Owner through written permission.

3. Weekend Hours: Work shall be allowed on weekends unless otherwise indicated by Owner.

4. Owner has right to request stoppage to work on weekends or early/late hours if neighbors object to noises or disturbances.

D. Controlled Substances: Use of tobacco products and other controlled substances within the building is not permitted, including smoking and vaping.

1.14 MISCELLANEOUS FEE PROVISIONS

A. Contractor is responsible for all plan review and permit fees, water and sewer impact fees, connection fees and other project specific fees as required by authorities having jurisdiction. Verification with authorities having jurisdiction will need to be made prior to proposal submittal.

1.15 SUBSTITUTION PROCEDURES (during construction)

A. The term “equal” shall be considered “equivalent. ” B. Substitution Requests: Submit requests to Architect for consideration. Requests shall include sufficient information or additional information if deemed necessary by Architect.

C. Coordination: Revise or adjust affected work as necessary to integrate work of any approved substitutions.

1.16 CONTRACT MODIFICATION PROCEDURES

A. Changes may include Owner-Initiated Proposal Requests or Contractor-Initiated Proposals.

B. Contractor may initiate a claim by submitting a request for a change to Architect.

C. On Owner's approval of a Work Changes Proposal Request or Construction Change Directive issued by the Architect, Contractor will issue a Change Order for signatures of Owner and Architect on AIA Document G701.

1.17 PROJECT MANAGEMENT AND COORDINATION

A. Coordination: Coordinate construction operations to ensure efficient and orderly installation of each part of the Work.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination when necessary.

B. Requests for Information (RFIs): Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI to the Architect.

If needed, insert requirements to define frivolous RFIs. Some owners and design professionals include a provision that assesses the cost of the design professional's time and materials to Contractor for unnecessary or frivolous RFIs.

1. Include detailed and complete information to ensure prompt response by Architect.

2. Use AIA Document G716 or similar format, submitted electronically.

C. Project Meetings: Schedule and conduct regular meetings and conferences at Project site as required.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Attendees should include all participants whose work is affected by information to be discussed, or whose work is directly involved in the discussions.

Notify Owner and Architect of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned and in attendance, including Owner and Architect, within 3 days of the meeting.

D. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement.

1. Conduct the conference to review responsibilities and personnel assignments.

2. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect progress.

4. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

E. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates and if attendance by Owner or Architect shall be required. Allow 1 week notice if Owner or Architect attendance shall be required.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, and any associated documents or information.

F. Progress Meetings: Conduct progress meetings at weekly intervals or as otherwise agreed upon by Owner and Architect.

1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project, including but not limited to the construction schedule, submittals, RFI ’s, change orders/directives, safety, delays or other issues.

3. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information.

1.18 CONSTRUCTION PROGRESS DOCUMENTATION

A. Contractor’s Construction Schedule: Provide and update schedule as required.

B. Daily Reports: Provide daily reports if necessary to document critical information, otherwise weekly summary reports are sufficient to be included as part of the weekly meeting minutes.

C. Special Reports: Provide any special reports necessary to document issues, claims, or similar items when necessary.

1.19 PHOTOGRAPHIC DOCUMENTATION

A. General: Take photographs to clearly show the Work at the various stages or as otherwise required to document issues or special conditions when necessary.

B. Preconstruction Photographs: Before commencement of excavation, and before starting construction, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, to sufficiently show existing conditions of site prior to site and building work.

1. Flag excavation areas and construction limits before taking construction photographs.

2. Take additional photographs as required to record settlement or cracking of adjacent structures, pavements, and improvements.

C. Periodic Construction Photographs: Take photographs on a weekly basis to show status of construction and progress at various intervals. Provide additional photographs as necessary to show milestone activities, special circumstances, problematic issues, emergencies, etc. Daily photographs may be required when construction is advancing at accelerated rates, or as otherwise required to capture work that has not previously been documented and may subsequently be covered in a manner that no longer permits visibility of the construction.

D. Final Completion Construction Photographs: Take sufficient photographs at time of Substantial Completion for project record documents. Take additional photographs after Substantial Completion if necessary to document other conditions or issues.

1.20 SUBMITTAL PROCEDURES

A. General Submittal Procedure Requirements: Prepare and submit submittals required for Product Data, Shop Drawings, Samples, or other data that may be requested by Architect to ensure proper product and systems use on the project.

1. Submit in electronic format to the extent possible, and consult with Architect for number of hard copies required if electronic submittal is not possible.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

d. Statement of compliance with specified referenced standards.

e. Testing by recognized testing agency.

f. Application of testing agency labels and seals.

g. Notation of coordination requirements.

h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Clearances required to other construction, if not indicated on accompanying Shop Drawings.

5. Submit Product Data before or concurrent with Samples.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Identification of products.

b. Schedules.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

f. Relationship and attachment to adjoining construction clearly indicated.

g. Seal/signature of professional engineer if specified or otherwise required by AHJ.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes necessary info.

3. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

4. Samples for Verification: When requested by Architect or otherwise necessary, submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected.

E. Approval Stamp: Contractor and/or Subcontractor shall stamp or affix a signature with company information noted on each submittal, and include a statement certifying that the submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1.21 QUALITY REQUIREMENTS

A. Quality-Control Plan, General: Contractor shall be responsible for implementing any necessary quality-control plans or procedures as needed to ensure/maintain proper workmanship.

B. Quality-Control Personnel: Contractor shall utilize properly trained and experienced personnel and subcontractors as required for ensuring quality control on the Project.

C. Mockups: Mockups may be required by Architect if samples are not sufficient to approve various portions or components of the Work. Approved mockups may be allowed to be incorporated into the Work if installed where applicable to the final construction and not interfering with subsequent construction.

D. Tests and Inspections: Contractor shall be responsible for any tests and inspections not explicitly assigned to Owner. Perform additional quality-control activities required to verify that the Work complies with requirements, whether specified or not.

1. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

2. Coordinate sequence of activities to accommodate required quality-assurance and control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.

3. Schedule times for tests, inspections, obtaining samples, and similar activities, including with any Owner-hired testing and inspection parties.

4. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

1.22 TEMPORARY FACILITIES AND CONTROLS

A. Fencing: Provide and install temporary fencing or barriers as necessary to maintain site security and safety.

B. Field Offices & Storage: Provide any necessary facilities for Contractor and Subcontractor use of offices and storage of materials. Owner is not responsible for providing these facilities and should be anticipated in the Proposals if Proposer deems any of these facilities to be necessary for the operations and potential on-site storage of materials.

C. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures, or as otherwise required by AHJ.

D. Dust Control: Take measures and provide any necessary resources to control dust both on site and within the building throughout construction.

E. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

1. Toilets: Do not use toilet facilities installed in building under any circumstances. Toilet lids shall remain taped closed until startup/cleaning occurs immediately prior to Owner occupancy. Penalties may be applied if the Owner or Architect ’s rules are not followed.

F. Power & Lighting: Provide electric power service and distribution system of sufficient size, capacity, and power required for construction operations, as well as lighting levels as needed for safe operations and illumination for proper install of components, finishes, etc.

G. Site & Environmental Protection:

1. Provide protection as required to comply with environmental regulations and authorities having jurisdiction.

2. Provide temporary erosion and sedimentation control, stormwater control, and tree/plant protection as required by authorities having jurisdiction and in accordance with the plans and specifications.

1.23 PRODUCT REQUIREMENTS

A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions.

B. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract

Documents.

1.24 EXECUTION

A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work.

B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

C. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated, and install products at the time and under conditions that will ensure the best possible results.

D. Coordinate construction and operations of the Work with work performed by Owner's construction personnel or consultants if applicable.

E. Clean Project site and work areas daily, and maintain site free of waste materials/debris.

1.25 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

A. Provide and maintain dumpster(s) as needed for collection of waste. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator. Do not burn waste materials on site.

1.26 CLOSEOUT PROCEDURES

A. Contractor's List of Incomplete Items: At time of Substantial Completion, prepare and submit a list of items to be completed and corrected (Contractor's punch list).

B. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.

C. Final Completion Procedures: Submit documentation that all items previously indicated by Contractor or Architect for correction or completion have been properly addressed.

D. Final Cleaning: Perform final cleaning once all items have been addressed, all excess materials, tools, and equipment have been removed, and facility is ready to be turned over to Owner for use.

1.27 OPERATION AND MAINTENANCE DATA

A. Format: Submit operations and maintenance manuals in PDF electronic file format, as well as one hard copy in a binder with tabbed sections.

B. Content: Include operation data required for Owner to properly operate and maintain all systems and components on the facility and on the facility site. Include manufacturer ’s manuals, maintenance documentation, procedures, service contracts, warranties, or similar information.

1.28 PROJECT RECORD DOCUMENTS

A. Record Drawings: At closeout, submit a scanned PDF and hard copy of the set of marked-up record drawings that is maintained on site throughout construction.

B. Record Product Data: Submit 1 paper copy and PDF file of each submittal and shop drawings.

1.29 DEMONSTRATION AND TRAINING

A. Coordinate with Owner for instruction, demonstration, and training of all systems and working components of the facility and site. Ensure properly trained individuals are on hand to cover all necessary training, including general operations, maintenance, emergency operations, etc.

PROJECT MANUAL

FIG. 404.2.3.2

MANEUVERING CLEARANCE AT SWINGING DOORS

(B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PUSH SIDE(F) LATCH APPROACH, PULL SIDE

FIG. 404.2.3.3

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

(A) FRONT APPROACH (B) POCKET OR HINGE APPROACH

FIG. 404.2.5

TWO DOORS IN A SERIES

(A) (B)

(A) CIRCULAR (B) T-SHAPED

(A) FORWARD (B) PARALLEL

FIG. 304.3.2.1

SIZE OF WHEELCHAIR TURNING SPACE

FIG. 305.5

POSITION OF CLEAR FLOOR OR GROUND SPACE

(A) FORWARD APPROACH (B) PARALLEL APPROACH

FIG. 305.7.1 & 305.7.2

MANEUVERING CLEARANCE IN AN ALCOVE

FIG. 604.5.2

REAR WALL GRAB BAR FOR WATER CLOSET

FIG. 604.7

DISPENSER IN FRONT OF

WATER CLOSET

LOCATION

FIG. 604.9.2

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS

(B) FLOOR-MOUNTED WATER CLOSET(A) WALL-HUNG WATER CLOSET

42" min.

FIG. 604.9.3.1

TOILET COMPARTMENT DOORS

FIG. 606.3

HEIGHT OF LAVATORIES AND SINKS

FIG. 602.2.1

DRINKING FOUNTAIN SPOUT LOCATION

(A) PARALLEL APPROACH (B) FORWARD APPROACH

FIG. 503.2.9.1

PASSENGER LOADING ZONE ACCESS AISLE

" m in

FIG. 607.5

back wall seat wall control wall

FIG. 608.3.2

GRAB BARS IN ROLL-IN-TYPE SHOWERS

FIG. 608.5

CONTROLS IN TRANSFER-TYPE

control wall control wall

(A) (B) back

FIG. 608.6

LOCATION OF SHOWER SPRAY UNIT

FIG. 609.3

SPACING OF GRAB BARS

FIG. 610.3.1

RECTANGULAR SHOWER

COMPARTMENT SEAT

FIG. 610.3.2

L-SHAPED SHOWER

COMPARTMENT SEAT

FIG. 702.3.3.1

LOCATION OF WALL-MOUNTED APPLIANCES

(A) WALL ALARM (B) WALL ALARM WITH

SMOKE DETECTOR

FLOOR OR GROUND FLOOR OR GROUND

CEILING CEILING

FIG. 702.3.3.2

LOCATION OF CEILING-MOUNTED APPLIANCES

FIG. 702.3.5.1

APPLIANCE SPACING IN CORRIDORS

FIG. 702.3.6.2

APPLIANCE LOCATION IN SLEEPING ROOMS

(A) ONE BED

(B) TWO BEDS

FIG. 703.3.5

CHARACTER HEIGHT

LIBRARY

FIG. 703.3.11

MOUNTING LOCATION AT DOORS

(A) PARALLEL APPROACH

(B) FORWARD APPROACH

FIG. 704.2.1

CLEAR FLOOR OR GROUND

SPACE FOR TELEPHONES

FIG. 705.5

TRUNCATED DOME SIZE

(A) VERTICAL RISER (B) CURVED NOSING

RADIUS 1/2" MAX. TYP.

30 max.

beveled

FIG. 504.5

STAIR NOSINGS FIG. 504.2

TREADS AND RISERS FOR

ACCESSIBLE STAIRWAYS

(A) STAIRS (B) RAMPS

FIG. 505.7

HANDRAIL CROSS SECTION

FIG. 505.4

HANDRAIL HEIGHT

FIG. 505.5

HANDRAIL CLEARANCE

(A) CIRCULAR

4"-6 1/4" PERIMETER

FIG. 505.10.1

TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS

FIG. 505.10.2

TOP HANDRAIL EXTENSIONS AT STAIRS

X = TREAD DEPTH

FIG. 505.10.2

BOTTOM HANDRAIL EXTENSIONS AT STAIRS

FIG. 306.3

KNEE CLEARANCE

FIG. 306.2

TOE CLEARANCE

FIG. 403.5.1

CLEAR WIDTH AT TURN

LANDING

AT LEAST AS WIDE AS RAMP RUN

LANDING

(A)

FIG. 405.7

RAMP LANDINGS

LANDING

RAMP RUN RAMP RUN

RAMP

RUN

(B)

(A) HINGED DOOR

(B) SLIDING DOOR

FIG. 404.2.3

CLEAR WIDTH OF DOORWAYS

FIG. 307.4

REDUCED VERTICAL CLEARANCE

FIG. 407.2.2

ELEVATOR CALL BUTTONS

FIG. 407.2.3.2.1

HEIGHT OF ELEVATOR VISIBLE SIGNALS

FIG. 406.12

ISLANDS

(A) CUT THROUGH AT ISLAND

(B) CURB RAMP AT ISLAND

(A) EXTENDED SURFACE

FIG. 405.9

RAMP EDGE PROTECTION

(B) CURB OR BARRIER

FIG. 406.5.4

COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS

ADJOINING SURFACE

MAXIMUM SLOPE

CURB RAMP

MAXIMUM SLOPE

(A) (B)

FIG. 406.4

SIDES OF CURB RAMPS

RETURNED CURB

(C)

PLANTING

AREA

PLANTING

AREA

(A) (B)

FIG. 406.11

DIGINAL CURB RAMPS

(A) FRONT APPROACH, PULL SIDE

FIG. 604.2/604.3

WATER CLOSET LOCATION/

SIZE CLEARANCE

FIG. 604.4/604.5.1

HEIGHT OF WATER CLOSET/

SIDE WALL GRAB BAR FOR WATER CLOSET

FIG. 502.2/502.3

VEHICLE PARKING SPACE/

PARKING SPACE ACCESS AISLE

(B) NON-CIRCULAR (C) NON-CIRCULAR

BUILDING BLOCKS

FIG. 303.2

VERTICAL CHANGES IN LEVEL

FIG. 303.3

BEVELED CHANGES IN LEVEL

FIG. 302.3

OPENINGS IN FLOOR

OR GROUND SURFACES

PROTRUDING OBJECTS

FIG. 307.3

POST-MOUNTED PROTRUDING OBJECTS

MAX. MAX.

FIG. 307.2

LIMITS OF PROTRUDING OBJECTS

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

FIG. 308.2.2

OBSTRUCTED HIGH FORWARD REACH

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

FIG. 607.2

GRAB BARS FOR BATHTUBS

WITH PERMANENT SEATS

(WITH FIG. 607.2 CLEARANCES)

FIG. 607. 2

GRAB BARS FOR BATHTUBS

WITHOUT PERMANENT SEATS

(WITH FIG. 607.2 CLEARANCES)

FIG. 608.2.1/608.3.1 FIG. 608.2.2

STANDARD ROLL-IN-TYPE

SHOWER COMPARTMENT

FIG. 608.2.2

STANDARD ROLL-IN-TYPE

SHOWER COMPARTMENT

FIG. 403.5.1(A)

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

ACCESS AISLE SERVING VAN

PARKING SPACES

ACCESS AISLE SERVING CAR

PARKING SPACES

LONG DIMENSION

PERPENDICULAR

TO DIRECTION OF

TRAVEL

(A) STANDARD ROLL-IN-TYPE SHOWER (B) ROLL-IN-TYPE

SHOWER WITH SEAT

LOCATION OF BATHTUB CONTROLS TRANSFER-TYPE SHOWER

COMPARTMENT WITH GRAB BARS

FLARED SIDES 1:10 MAX. SLOPE FLARED SIDES 1:12 MAX. SLOPE

he ad e nd fo ot e nd w al l curved

wa ll fo ot e nd w al l back wall back wall he ad e nd wa ll end wall

SHOWERS

DOORS AND DOORWAYS

" M

. 18" MIN.

" M

36" MIN.

" M

. 42" MIN.

" M

54" MIN.

" M

.* 24" MIN.12" MIN.

24" MIN.

" M

48" MIN. 48" MIN.

22" MIN.

" M

24" MIN.

CLEAR FLOOR SPACE

67" MIN. 64" MIN.

" M

52" MIN.

" M

30" MIN.

" M

11" MIN. 42" MIN. 11" MIN.

36" MIN. 60" MIN.

PLUMBING ELEMENTS AND FACILITIES

16"-18"

"-1

42" min.12" max.

60" min.

" m in

54" min.

7"-9"

36" min.

" m in

60" min.

" m in

60" min.

4" max.

" m in

" m ax

15" min.5" max.

3 1/2" max.

GENERAL SITE AND BUILDING ELEMENTS

96" MIN. 60" MIN.

O F

96" MIN.

FULL LENGTH OF PARKING SPACE

" M

length of tub

" m in

" m in length of tub

15" max.12" max.

" m in

24" max.12" max.

" m in

52" min.

36" min.

60" min.

" m in

24-36"

60" min.

18"

6" max.

6" m ax

6" max.

6" m ax .6" max.

6" m ax

6" max.

6" m ax . 38

" m in

15" max.

27" max.

" m in

1 1/2"

15"-16"

"-1

2 1/2" max.

3" m ax

15"-16"

1- 1/

2" m ax

22"-23"

15"-16"

"-1

5"2 1/2" max.

2" m ax

4" -1

"-9

' M

15' MAX. 50'-100' 50'-100' 15' MAX.

'-1

' M

16' MAX.

5/ 8"

-2

18" MIN.

" M

. .9

-1 .4

" 1.

4"1.6-2.4"

1 " MAX.

1 1/2" MAX.

11" MIN.

"-3

1 1/2" MIN."

1 1/4"-2" 2 1/4" MAX. 12" MIN.

12" MIN.

" M

9" M

8" MIN.

11" MIN.

9" M

.6" MIN.

" m in

48" min.

" m in

24" max.48" min.24" max.

60" min. 60" min.

" m in

32" min.

" M

"-4

" m in

36" min.

" m in

12" min. 12" min.

" m in

" m in.

" m in

" m ax

1/ 4"

4" MAX.

" M

X > 12"

4" 4"

REACH RANGES

" M

20" MAX.

" M

>20" - 25"

" M

10" MAX.

" M

>10"-24" MAX.

ACCESSIBLE ROUTES

COMMUNICATION ELEMENTS

AND FEATURES

1/ 2"

60" min.

4" M

.-7

" M

12" min.

6" max.

AREA TO BE MARKED

wall

PLANTING

AREA

PLANTING

AREA

48" min.

AREA TO BE MARKED

T O

B E

*=48" IF CLOSER & LATCH PROVIDED

22" MIN.

*=54" IF CLOSER & LATCH PROVIDED *=48" IF CLOSER & LATCH PROVIDED

FIG. 304.3.1.1

10" MAX.

" M

12" MIN.

39-41"

-3

-4

-3

6" or 56" min.

16" min.

4" max.

561 JACOBS MILL POND ROAD561 JACOBS MILL POND ROAD

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ELGIN, SOUTH CAROLINA 29045ELGIN, SOUTH CAROLINA 29045

803.960.5026 / jeff@jefflewisaia.com803.960.5026 / jeff@jefflewisaia.com

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REMOVE ALL

CABINETRY,

COUNTERTOP,

PLUMBING

FIXTURES, &

APPLIANCES

REMOVE

EXISTING

COUNTERTOP &

PREP FOR

INSTALL OF NEW

COUNTER

SHIFT DOORS

DOWN AS

SHOWN ON NEW

PLAN

REMOVE

EXISTING WALL

R A

M P

D N

REPLACE EXISTING

FIXTURES IN BOTH

TOILET ROOMS, SEE

PLUMBING DRAWINGS

INSTALL NEW

FLOORING & PAINT

INTERIOR WALLS

INSTALL NEW

FLOORING & PAINT

INTERIOR WALLS.

REMOVE POPCORN

TEXTURE FROM

CEILING

NEW WALL TO

HIDE EXISITNG

ELEC. PANEL

ELEC.

NEW

CABINETRY,

COUNTERTOP,

PLUMBING

FIXTURES, &

APPLIANCES

NEW COUNTERTOP

R A

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A101

MULTI-PURPOSE

ROOM

OFFICE

STORAGE

MULTI-PURPOSE

ROOM

WOMEN

MEN

STOR.

KITCHEN

JAN.

NEW TANKLESS

WATER HEATER

104A

101A

104B

101B

108A

103A

105A

107A

106A

A101 6

KITCHEN

STOR.

MEN

JAN.

WOMEN

MULTI-PURPOSE

ROOM

REF.

NEW COUNTER TO

REPLACE EXISTING

NEW TANKLESS

WATER HEATER

105A

107A

106A

108A

DARK FILL INDICATES

NEW WALLS

SEE PLUMBING

SCHEDULES FOR

NEW FIXTURES

SEE PLUMBING

SCHEDULES FOR

NEW FIXTURES

NEW WARMING

CABINET

8' - 1"

7' - 7" 7' - 7"

7' - 7"7' - 7"

7' - 7"

8' - 4"

9' - 10"

9' - 0" 9' - 0"

NEW GYP. BRD.

BULKHEAD @ 7'-6"

SCRAPE POPCORN

TEXTURE FROM EXISTING

CEILING. SAND, CLEAN, &

PAINT

NEW CEILING TILE

& EXHAUST FAN

NEW RECESSED LED 2x4

LIGHT FIXTURES

THROUGHOUT BUILDING

NEW CEILING TILE

& EXHAUST FAN

6" 1'

2' - 1 1/2"1' - 0"3' - 3"

3' - 2" 2' - 2"

1/2"

1' - 0"

REF

109A 108A

1' - 0"

3' - 0" 3' - 0" 1' - 6"

1' - 0"

8" 2'

2' - 1" 2' - 0" 3' - 0" 2' - 7" INFILL PANEL 3' - 6"3' - 6"7' - 1 1/2"2' - 0"

1' - 0 1/2" 8' - 1" 3' - 6"

8" 2'

NEW SOLID SURFACE

COUNTERTOP &

BACKSPLASH

NEW

WARMING

CABINET

NEW GYPSUM WALLBOARD BULKHEAD

NEW WALL NEW COUNTERTOP TO

REPLACE EXISTING

RELOCATED

TOILET DOOR

NEW 32"x84"

SCW DOOR W/

HM FRAME

RELOCATED

TOILET DOOR

105A 106A 107A

EXISTING OPENING

561 JACOBS MILL POND ROAD561 JACOBS MILL POND ROAD

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803.960.5026 / jeff@jefflewisaia.com803.960.5026 / jeff@jefflewisaia.com

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1/8" = 1'-0"1 Existing/Demo Plan 1/8" = 1'-0"2 Proposed New Plan

1/4" = 1'-0"3 Enlarged Plan

1/8" = 1'-0"4 REFLECTED CEILING PLAN

3/8" = 1'-0"5 KITCHEN 1

3/8" = 1'-0"6 KITCHEN 2

3/8" = 1'-0"7 KITCHEN 3

3/8" = 1'-0"8 KITCHEN WALL

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WOOD FRAMING, GENERAL:

COMPLY WITH THE AMERICAN FOREST AND PAPER ASSOCIATION'S (AFPA)

"MANUEL FOR WOOD FRAME CONSTRUCTION".

ALL WOOD TO BE PRESERVATIVE TREATED BY PRESSURE PROCESS -

AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) C2.

SELECT STRUCTURAL GRADE OF SOUTHERN PINE, DOUGLAS FIR OR

SPRUCE-PINE-FIR MAY BE USED, UNLESS NOTED SPECIFICALLY ON

STRUCTURAL DRAWINGS AND NOTES, OR OTHERWISE HEREIN.

ALL FASTENERS, ATTACHMENTS AND ANCHORS TO BE GALVANIZED,

UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS AND NOTES.

INTERIOR FINISH SPECIFICATIONS:

PAINT/STAIN

MFR: SHERWIN WILLIAMS OR APPROVED EQUAL

COLOR: AS SELECTED BY OWNER

GYPSUM WALL BOARD

MFR: U.S. GYPSUM OR APPROVED EQUAL

STYLE: 5/8" TYPE "X"

5/8" MOLD/MOISTURE RESISTANT TYPE "X" IN WET LOCATIONS

CABINETS

STYLE: MELAMINE BOXES W/ PLASTIC LAMINATE FINISH ON ALL EXPOSED SIDES.

PLASTIC LAMINTE MFR: WILSONART, FORMICA, OR APPROVED EQ.

COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE

SOLID SURFACE COUNTERTOP

MFR: WILSONART, CORIAN, OR APPROVED EQ.

COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGELVT FLOORING

MFR: SHAW OR APPROVED EQUAL

STYLE: IN THE GRAIN II (BASIS-OF-DESIGN)

FLOORING TO HAVE FOLLOWING CHARACTERISITCS:

COMMERCIAL HIGH-PERFORMANCE LUXURY VINYL TILE

CLASS III, PRINTED FILM

TYPE “B” EMBOSSED

20 MIL OR 30 MIL

6” X 48” DIRECT GLUE

WALL BASE

MFR: ROPPE, JOHNSONITE, FLEXCO, OR APPROVED EQUAL

STYLE: 4" RUBBER COVE

DOORS AND FRAMES:

DOORS TO COMPLY WITH ANSI A250.8 FOR LEVEL AND MODEL.

DOORS TO COMPLY WITH ANSI 250.4 FOR PHYSICAL-ENDURANCE LEVEL -

LEVEL 4 MAXIMUM DUTY, MODEL 1, FULL FLUSH, INSULATED, 16 GA. GALV.

SHEET STEEL, 14 GA. GALV. STEEL FRAMES, WELDED.

PROVIDE HEAVY DUTY DOOR HARDWARE. (CORBIN RUSSWIN OR EQUAL)

INSTALL DOORS AND FRAMES TO COMPLY WITH SDI 105 AND SDI 122.

VERIFY WALL FINISHES PRIOR TO ORDERING FRAMES FOR CORRECT DEPTH

AND FINISH AT ADJACENT SURFACES.

ALL FRAME TO BE FULLY WELDED.

DOORS & FRAMES

MFR: REPUBLIC, CECO, OR APPROVED EQUAL

STYLE: FLUSH HOLLOW METAL (SEE DOOR & FRAME NOTES)

COLOR: AS SELECTED BY OWNER

DOOR HARDWARE (PROVIDE ALLOWANCE OF $500 PER DOOR LEAF)

MFR: CORBIN RUSSIN OR APPROVED EQUAL

STYLE: LEVER HANDLES OR AS OTHERWISE DIRECTED BY OWNER

FINISH: AS SELECTED BY OWNER

OPTIONS: LEVERS, PLATES, DEADBOLTS, STOPS, CLOSERS, ETC.

ROOM FINISH SCHEDULE

NUMBER NAME FLOOR BASE WALLS CEILING

000 EXTERIOR

101 MULTI-PURPOSE ROOM LVT 4" RUBBER BASE PAINT EXISTING EXISTING TO REMAIN

102 OFFICE LVT 4" RUBBER BASE PAINT EXISTING EXISTING TO REMAIN

103 STORAGE LVT 4" RUBBER BASE PAINT EXISTING EXISTING TO REMAIN

104 MULTI-PURPOSE ROOM LVT 4" RUBBER BASE PAINT EXISTING REMOVE POPCORN TEXTURE, SAND, CLEAN, & PAINT

105 WOMEN LVT 4" RUBBER BASE PAINT EXISTING NEW CEILING TILE IN EXISTING GRID

106 JAN. LVT 4" RUBBER BASE GYPSUM WALLBOARD - PAINT 2x2 ACT @ 7'-7"

107 MEN LVT 4" RUBBER BASE PAINT EXISTING NEW CEILING TILE IN EXISTING GRID

108 STOR. LVT 4" RUBBER BASE PAINT EXISTING EXISTING TO REMAIN

109 KITCHEN LVT 4" RUBBER BASE PAINT EXISTING EXISTING TO REMAIN

DOOR SCHEDULE

MARK TO: (ROOM NAME) FROM: (ROOM NAME) WIDTH HEIGHT THICKNESS DOOR TYPE FINISH FRAME MATERIAL COMMENTS

101A EXTERIOR MULTI-PURPOSE ROOM 3' - 0" 7' - 0" 1 3/4" 36"x84" HOLLOW METAL PAINT EXISTING - PAINT INTERIOR SIDE EXISTING DOOR, W/ EXISTING PANIC HARDWARE 101B EXTERIOR MULTI-PURPOSE ROOM 3' - 0" 7' - 0" 1 3/4" 36"x84" HOLLOW METAL PAINT EXISTING - PAINT INTERIOR SIDE EXISTING DOOR, W/ EXISTING PANIC HARDWARE 102A OFFICE MULTI-PURPOSE ROOM 3' - 0" 7' - 0" 1 3/4" 36"x84" SOLID CORE WOOD EXISTING TO REMAIN EXISTING - PAINT EXISTING DOOR 103A MULTI-PURPOSE ROOM STORAGE 6' - 0" 7' - 0" 1 3/4" 60"x84" DOUBLE SOLID CORE WOOD EXISTING TO REMAIN EXISTING - PAINT INTERIOR SIDE EXISTING DOOR 104A EXTERIOR MULTI-PURPOSE ROOM 3' - 0" 7' - 0" 1 3/4" 36"x84" HOLLOW METAL PAINT EXISTING - PAINT INTERIOR SIDE EXISTING DOOR, W/ EXISTING PANIC HARDWARE 104B EXTERIOR MULTI-PURPOSE ROOM 3' - 0" 7' - 0" 1 3/4" 36"x84" HOLLOW METAL PAINT EXISTING - PAINT INTERIOR SIDE EXISTING DOOR, W/ EXISTING PANIC HARDWARE 104C MULTI-PURPOSE ROOM MULTI-PURPOSE ROOM 3' - 0" 7' - 0" 1 3/4" 36"x84" SOLID CORE WOOD EXISTING TO REMAIN EXISTING - PAINT EXISTING DOOR 105A MULTI-PURPOSE ROOM WOMEN 3' - 0" 7' - 0" 1 3/4" 36"x84" SOLID CORE WOOD STAIN TO MATCH EXISTING HOLLOW METAL - PAINT 106A MULTI-PURPOSE ROOM JAN. 2' - 8" 7' - 0" 1 3/4" 32"x84" SOLID CORE WOOD STAIN TO MATCH EXISTING HOLLOW METAL - PAINT 107A MULTI-PURPOSE ROOM MEN 3' - 0" 7' - 0" 1 3/4" 36"x84" SOLID CORE WOOD STAIN TO MATCH EXISTING HOLLOW METAL - PAINT 108A STOR. KITCHEN 3' - 0" 7' - 0" 1 3/4" 36"x84" SOLID CORE WOOD EXISTING TO REMAIN EXISTING - PAINT EXISTING DOOR 109A MULTI-PURPOSE ROOM KITCHEN 3' - 0" 7' - 0" 1 3/4" 36"x84" SOLID CORE WOOD EXISTING TO REMAIN EXISTING - PAINT EXISTING DOOR

WARMING CABINET SPECIFICATIONS:

DEMO EXISTING KITCHEN EXHAUST HOOD,

INCLUDING ALL DUCTWORK AAND WIRING.

REPAIR ANY WALL PENETRATIONS TO MATCH

ARCHITECTETURAL FINIISHES.

DEMO EXISTING RESTROOM EXHAUST FAN,

INCLUDING ALL DUCTWORK AAND WIRING.

REPAIR ANY WALL PENETRATIONS TO MATCH

ARCHITECTETURAL FINIISHES.

(TYP.OF2)

CP.

No. 18709

H R

L I

TSI GE

P D

E N

ER T

L A

N G

C T U

O EF

H L O

ORA

04/12/2024

NO. C00097

ASSOCIATES

CONSULTING

ENGINEERING

MECHANICAL

I T R E

E T A

A R

ROL

MECA

Mechanical Engineering

Consulting Associates, Inc.

2330 Main St.

Columbia, South Carolina 29201

Phone: (803) 765-9421

Designed:

Approved:

Job No.:

Plot Date:

www.mecainc.com

561 JACOBS MILL POND ROAD

JOB #:

T H

R A

G A

N D

T H

E D

E S

S H

O W

N T

H E

R E

O N

A R

E T

H E

P R

O P

E R

T Y

O F

J E

F F

L E

T H

E R

E P

R O

D U

C T

O P

G O

R O

T H

E R

U S

E O

F T

D R

A W

H O

U T

W R

E N

C O

N S

E N

T O

F J

E F

F L

E W

I S

P R

O H

E D

A N

D I N

F R

E M

E N

T S

L B

E S

U B

J E

C T

T O

L E

G A

L A

C T

ELGIN, SOUTH CAROLINA 29045

803.960.5026 / jeff@jefflewisaia.com

R E

V D

A T

E C

O M

M E

N T

24154

WAM

PPC

06/04/2024

E N

L A

R H

O O

D R

E M

O V

E D

M101

M E

C H

A N

L D

E M

O L

F L

O O

R P

L A

22-031-3

S C

O T

T C

O M

M U

Y C

E N

T E

R M

O D

A T

S T

04/12/2024

C O

T T

L R

D S

T H

E L E

N A

I S

L A

N D

1/4" = 1'-0"

MECHANICAL DEMOLITION FLOOR PLAN

MULTI-PURPOSE ROOM

OFFICE

STORAGE

WOMEN

MEN

JAN.

STOR.

KITCHEN

12"x12" 70-350e

EF-1

EF-2

EF-3

6"ø

"ø

12"x12"

EXHAUST FAN OPERATION TO BE

INTERLOCKED WITH ROOM LIGHT SWITCH.

ROUTE EXHAUST DUCT OUT TO LOUVER

(TYP.OF3)

INSTALL LOUVER AT 9'-0" AFF. COORDINATE

EXACT LOCATION WITH ARCHITECT.

70e

140e

MAINTAIN 3'-0" SEPARATION FROM EXHAUST

DISCHARGE POINT AND ANY OPERABLE

WINDOW. MAINTAIN 10'-0" SEPARATION TO

ANY OUTSIDE AIR INTAKE POINT.

CP.

No. 18709

H R

L I

TSI GE

P D

E N

ER T

L A

N G

C T U

O EF

H L O

ORA

04/12/2024

NO. C00097

ASSOCIATES

CONSULTING

ENGINEERING

MECHANICAL

I T R E

E T A

A R

ROL

MECA

Mechanical Engineering

Consulting Associates, Inc.

2330 Main St.

Columbia, South Carolina 29201

Phone: (803) 765-9421

Designed:

Approved:

Job No.:

Plot Date:

www.mecainc.com

561 JACOBS MILL POND ROAD

JOB #:

T H

R A

G A

N D

T H

E D

E S

S H

O W

N T

H E

R E

O N

A R

E T

H E

P R

O P

E R

T Y

O F

J E

F F

L E

T H

E R

E P

R O

D U

C T

O P

G O

R O

T H

E R

U S

E O

F T

D R

A W

H O

U T

W R

E N

C O

N S

E N

T O

F J

E F

F L

E W

I S

P R

O H

E D

A N

D I N

F R

E M

E N

T S

L B

E S

U B

J E

C T

T O

L E

G A

L A

C T

ELGIN, SOUTH CAROLINA 29045

803.960.5026 / jeff@jefflewisaia.com

R E

V D

A T

E C

O M

M E

N T

24154

WAM

PPC

06/04/2024

E N

L A

R H

O O

D R

E M

O V

E D

M102

M E

C H

A N

L R

E N

O V

A T

F L

O O

R P

L A

22-031-3

S C

O T

T C

O M

M U

Y C

E N

T E

R M

O D

A T

S T

04/12/2024

C O

T T

L R

D S

T H

E L E

N A

I S

L A

N D

1/4" = 1'-0"

MECHANICAL RENOVATION FLOOR PLAN

NO SCALE

EXHAUST FAN DETAIL

CEILING

NO SCALE

EXTERIOR LOUVER DETAIL

SILL

WALL PER ARCHITECTURAL DRAWINGS.

WALL

LOUVER BY RUSKIN MODEL

# EME520DD, KYNAR FINISH

WITH BIRD SCREEN.

COORDINATE EXACT

MOUNTING HEIGHTS WITH

ARCHITECTURAL DRAWINGS.

NOTE:

WALL OPENING PER ARCHITECTURAL DRAWINGS.

INTERLOCK DAMPER WITH FAN STARTER SO THAT

DAMPER IS FULLY OPEN BEFORE FAN MOTOR STARTS.

SECURE LOUVER TO WALL

THRU SHEETMETAL

DUCTWORK.

IF NO DUCTWORK IS REQUIRED, COVER

DAMPER OPENING WITH WELDED WIRE

MESH. SECURE TO SLEEVE WITH

MECHANICAL FASTENERS.

MOUNTING CLIPS

FURNISHED BY

LOUVER

MANUFACTURER.

LOUVER

SEALANT

SILL

DUCTWORK (IF

REQUIRED) SIZE

PER PLANS

M MOTORIZED DAMPER

TIMED OVERRIDE SWITCH.

CONNECT TO EXISTING

DAE

OUTSIDE AIRFLOW

DUCT AIR EXTRACTOR

FLEXIBLE CONNECTION

MECHANICAL SYMBOLS

SWITCH

THERMOSTAT

NIGHT SETBACK THERMOSTAT

RETURN AIR DUCT SECTION

SUPPLY AIR DUCT SECTION

MANUAL DAMPER

TURNING VANES

SPLITTER DAMPER

HI / LO RETURN

UNDERCUT DOOR

CEILING…

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File details come from the government source that posted it. Updated Dec 30, 2025.