Attch 2 - Final Design Specifications.pdf

PROJECT MANUAL

CHARLESTON CENTER RENOVATION

1269 Holland Street

North Charleston, SC 29405

For The Owner:

Department of State

DATE: 5/23/2025

ARCHITECTURE / PLANNING / INTERIOR DESIGN

GLICK/BOEHM & ASSOCIATES, INC.

493 King Street, Suite 100

Charleston, South Carolina 29403

Telephone: 843.577.6377

Fax: 843.722.1768

GBA Project No.: 2405

Charleston Center Renovation 00 00 01

TABLE OF CONTENTS

00 00 01 - 1

SECTION 00 00 01

DIVISION 00 – PROJECT INFORMATION

00 00 30 SEALS PAGE

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00

01 14 00

01 30 00

01 32 16

SUMMARY

WORK RESTRICTIONS

ADMINISTRATIVE REQUIREMENTS

CONSTRUCTION PROGRESS SCHEDULE

01 40 00 QUALITY REQUIREMENTS

01 45 33 CODE-REQUIRED SPECIAL INSPECTIONS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 60 00 PRODUCT REQUIREMENTS

01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST IN PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 01 MASONRY VENEER

DIVISION 05 - METALS

05 05 20

05 52 13

POST INSTALLED STRUCTURAL ANCHORS

PIPE AND TUBE RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 00

06 83 16

ARCHITECTURAL CASEWORK

FIBERGLASS REINFORCED PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00

07 90 05

FIRESTOPPING

JOINT SEALERS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 71 00 DOOR HARDWARE

08 80 00

08 83 00

GLAZING

MIRRORS

00 00 01 - 2

DIVISION 09 - FINISHES

09 21 16

09 30 00

GYPSUM BOARD ASSEMBLIES

TILING

09 51 00

09 65 00

ACOUSTICAL CEILINGS

RESILIENT FLOORING

09 68 00

09 72 16

09 84 30

CARPETING

ADVANCED WALL PROTECTION

ACOUSTICAL PANELS

09 90 00 PAINTING AND COATING

DIVISION 10 - SPECIALTIES

10 21 13.13 STAINLESS STEEL TOILET COMPARTMENTS

10 28 00 TOILET AND BATH ACCESSORIES

10 51 13 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 36 00 COUNTERTOPS

DIVISION 13 – SPECIAL CONSTRUCTION

NOT USED

DIVISION 14 – VERTICAL CIRCULATION

NOT USED

DIVISION 21 – FIRE SUPPRESSION

21 05 10 FIRE PROTECTION COORDINATION

21 13 13 WET-PIPE SPINKLER SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 BASIC PLUMBING MATERIALS AND METHODS

22 05 10 PLUMBING COORDINATION

22 05 23 GENERAL DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 07 19 PLUMBING PIPING INSULATION

22 11 16 DOMESTIC WATER PIPING

22 13 16 SANITARY WASTE AND VENT PIPING

22 40 00 PLUMBING FIXTURES

DIVISION 23 - MECHANICAL

23 00 00 BASIC MECHANICAL MATERIALS AND METHODS

23 05 10 MECHANICAL COORDINATION

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 13 DUCT INSULATION

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

00 00 01 - 3

DIVISION 26 – ELECTRICAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 01 ELECTRICAL DEMOLITION

26 05 02 ELECTRICAL ACCEPTANCE TESTS

26 05 10 ELECTRICAL SUBMITTALS

26 05 11 ELECTRICAL WORK CLOASEOUT

26 05 12 ELECTRICAL COORDINATION

26 05 19 LOW-VOLTAGE ELECTRICAL CONDUCTORS AND CABLES

23 05 29 HANGERS AND SUPPORSTS FOR ELECTRICAL SYSTEMS

23 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 09 44 NETWORKED LIGHTING CONTROLS

26 27 26 WIRING DEVICES

26 35 33 POWER FACTOR CORRECTION EQUIPMENT

26 51 00 LIGHTING

DIVISION 27 – COMMUNICATIONS

27 05 00 COMMON WORK RESULTS FOR COMMUNICATION

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

27 51 19 SOUND MASKING SYSTEM

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 COMMON WORK RESULTS FOR SAFETY AND SECURITY

28 31 01 FIRE DETECTION AND ALARM

28 32 00 TWO-WAY COMMUNICATION

DIVISION 31– EARTHWORK

31 66 12 GROUTED HELICAL STEEL PILES

END OF SECTION

00 00 30 - 6

SEALS PAGE

00 00 30

Charleston Center Renovation

SECTION 00 00 30

ARCHITECT

Responsible for all A-series and G-series drawing sheets and all specification sections unless specifically stated otherwise.

STRUCTURAL ENGINEER

Responsible for all S-series drawing sheets and specification sections 03 30 00, 05 05 20 & 31 66 12.

MECHANICAL ENGINEER

Responsible for all M-series drawing sheets and specification division 23.

PLUMBING ENGINEER

Responsible for all P-series drawing sheets and specification division 22.

ELECTRICAL ENGINEER

Responsible for all E-series drawing sheets and specification divisions 26, 27, & 28.

FIRE PROTECTION ENGINEER

Responsible for all FP-series drawing sheets and specification division 21.

01 10 00

SUMMARY

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Agency: Department of State

B. Project Name: Charleston Center Renovation

C. Architect's Name: Glick/Boehm & Associates, Inc.

1.02 DESCRIPTION OF ALTERATIONS WORK

A. The project scope includes building renovations as shown on drawings.

B. Scope of demolition and removal work is shown on drawings.

C. See drawings G113 and G114 for phasing plans.

D. Bid Alternate Schedule

Bid Alternate 1.0 – Install acoustical wall panels from 30 inches above floor finish to ceiling finish.

Bases Bid: Install acoustical wall panels full height from top of rubber base to ceiling finish.

Bid Alternate 2.0 – Provide and install Sound Masking System.

Bid Alternate 3.0 – Provide Power Quality Study.

Bid Alternate 4.0 – Capacitor Bank Replacement.

1.03 OWNER OCCUPANCY

A. Owner will occupy the building the entire time of construction.

B. Owner intends to occupy the Project Phases upon Substantial Completion.

C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

1.04 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to project phasing areas.

B. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

C. Utility Outages and Shutdown:

1. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days’ notice to Owner and authorities having jurisdiction.

2. Prevent accidental disruption of utility services to other facilities.

1.05 WORK SEQUENCE

A. Coordinate construction schedule and operations with Owner.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 10 00 - 1

WORK RESTRICTIONS

01 14 00 - 1

SECTION 01 14 00

PART 1 - GENERAL

1.1 CONTRACTOR USE OF PREMISES

A. The Contractor will review and document the existing conditions surrounding the project premises. Provide documentation to the Government prior to the commencement of any construction activity.

B. The project is phases construction. The Contractor shall submit a detailed phasing plan providing limits of each phase, location of temporary barriers and access pathways for review by the Government. The Contractor shall limit use of the premises to the work in areas indicated, and to allow for Government occupancy and public use in other areas outside the phased area of work.

1. Keep driveways and entrances serving the premises clear and available at all times to the

Government, Government employees and to visitors. Do not use these areas for parking or storage of materials.

2. Schedule deliveries to minimize space and time requirements for storage of material and equipment on site.

3. Keep public areas, such as hallways, stairs, elevators, lobbies and toilet rooms, free from accumulation of waste material, rubbish, construction debris and construction materials. Do not block any building means of egress. The Contractor shall coordinate with DOS and the Building Manager if any means of egress needs to be blocked.

4. The contractor is responsible for storage outside the facility.

5. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or designated to be salvaged as Government property, shall become the property of the Contractor and shall be removed from the site. Storage or sale of excess salvageable materials and equipment is not permitted on site.

6. Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building. When not required for powering unloading operations, turn off engines when docked.

7. Smoking is not permitted in or around the building, see Facilities Management Regulation (FMR) Case 2008-102—3. Also see Code of Federal Regulations (CFR) 41 CFR Part 102- 74.

8. No parking will be available on site during working hours for contractors and subcontractors.

The Contractor and Contractor's employees shall make their own arrangements for vehicle parking off site during this time.

9. Cell Phones: Contractor is to provide company cell phone during this contract. All cell phones to be “on vibrate” at all times. If a telephone begins audibly ringing, the building guards will take the cell phone and hold until the end of the working day prior to the con-tractor leaving the property. Cell phones are only permitted in construction area and contractor’s office space and may be confiscated if established rules are not followed.

10. No apparatus with an open flame is allowed to be used within the facility without the prior receipt of a burn permit. Contact the Field Office to obtain burn permits. Burn permits are required for each separate occurrence. This includes all power tools that create sparks such as grinders and chop saws.

11. All permits required such as but not limited to, Electrical, Structural, Building and General Construction permits: Refer to FAR 52.236-7

12. The work shall be sequenced to minimize disruption to building occupants, visitors, and maintenance activities. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

13. Coordinate with the DOS Building Manager and the COR for site access.

01 14 00 - 2

14. Coordinate with the DOS Building Manager and the COR on correct response procedures for any building system alarms occurring during or resulting from the construction process.

15. All building systems outside the immediate construction area shall be kept fully operational during normal working hours.

16. Coordinate with the Building Manager and/or security office as to the use of cameras in the building. Cameras shouldn’t be an issue in the construction area. Taking pictures of security cameras in the building are strictly prohibited.

17. Dumpsters can be located and coordinated with DOS.

18. The contractor must supply their own dumpsters, and debris should be removed daily.

1.2 An HSPD-12 security clearance is required. Project team members without an HSPD-12 clearance will need to work with the DOS project manager to initiate the clearance process, and request a temporary waiver until clearance can be confirmed. For up-to-date DOS HSPD-12 information: www.DOS.gov/hspd12. Obtaining clearances vary in length and may take time to receive them. The official procedures for DHS/OPM clearances required by DOS is at http://www.GSA.gov/portal/category/107203. Refer to the appendix for security clearance process.

1.3 GOVERNMENT OCCUPANCY

A. The Government will occupy the site and the existing building during the entire period of construction. Cooperate with the Government's representatives during construction operations to minimize conflicts, mitigate noise, and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

B. The Government reserves the right to occupy, place, and install equipment in completed areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. The Government's installation of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. Prior to partial Government occupancy, mechanical and electrical systems for the space shall be fully operational, and required inspections and tests shall be successfully completed. Upon occupancy, the Government will operate and maintain mechanical and electrical systems serving the occupied portions of the building.

2. Upon occupancy, the Government will assume responsibility for maintenance and custodial service for the occupied portions of the building.

1.4 WORKING HOURS

A. Government Occupied Hours: Government personnel are scheduled to occupy the building during the following hours on weekdays, Monday through Friday, 5:45am to 1:00am, except for established Government Holidays, Saturdays 6:00am to 6:00pm.

B. Government Unoccupied Hours: Government personnel are not scheduled to occupy the building during times not indicated as Government Occupied Hours.

C. Contractor's General Working Hours: The Contractor working hours shall be generally established to occur during Government Occupied Hours.

D. Other Contractor's Working Hours:

1. The following work must be done between 1 :00a m and 6:00am weekday, 6:00pm and 6:00am Saturdays, or Sundays. Request approval from the Government

a. Noisy and/or odor-producing work that may disrupt tenant operations in adjacent spaces.

b. Work involving other occupied floors and adjacent spaces that may disrupt occupied tenant operations (i.e., plumbing tie-ins, etc.).

c. Work involving utility shutdowns. See Section 013100 Project Management & Coordination for more information regarding utility service interruptions.

01 14 00 - 3

E. Work accomplished during Government Unoccupied Hours shall be performed at no additional cost to the Government. Contractor shall submit a written request with an associated schedule for the Contracting Officer's review and approval with a minimum of 48 hours before proceeding with any requested work during Government Unoccupied Hours.

F. Temporary Suspension of Work: The Contractor shall suspend work during the period of a national emergency or building shutdown or as directed by the Contracting Officer. The Contracting Officer must confirm the suspension of work. Contractor shall not be entitled to an adjustment of the Contract price or time of performance as a result of this suspension of work.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

01 30 00

ADMINISTRATIVE REQUIREMENTS

01 30 00 - 1

SECTION 01 30 00

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Electronic document submittals.

B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Submittals for review, information, and project closeout.

F. Number of copies of submittals.

G. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. General Conditions of the Contract for Construction - AIA Document A201-2017 Edition, (including Exhibit A), South Carolina Division of Procurement Services, Office of State Engineer Version.

B. Section 01 70 00 - Execution and Closeout Requirements: Additional coordination requirements.

C. Section 01 78 00 - Closeout Submittals: Project record documents.

1.03 REFERENCE STANDARDS

A. AIA G810 - Transmittal Letter; 2001.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTALS

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format.

1. Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2. It is Contractor's responsibility to submit documents in PDF format.

3. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

4. All project electronic documents shall be uploaded the Government’s ProjNet System.

3.02 PRECONSTRUCTION MEETING

A. Owner will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, schedule of values, and progress schedule.

5. Designation of personnel representing the parties to Contract, Owner, Contractor and Architect.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

01 30 00 - 2

7. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum weekly intervals.

B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required:

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's Superintendent.

5. Major Subcontractors.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of off-site fabrication and delivery schedules.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

11. Effect of proposed changes on progress schedule and coordination.

12. Other business relating to Work.

E. Record minutes and distribute copies within three days after meeting to participants, with one copy to Architect, Owner, participants, and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE

A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major contractors have reviewed and accepted proposed schedule.

D. Within 10 days after joint review, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

3.05 SUBMITTALS FOR REVIEW

A. Produce a submittal log identifying all submittals required. Submit for review and approval prior to issuing submittals.

B. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

C. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

D. Samples will be reviewed only for aesthetic, color, or finish selection.

01 30 00 - 3

E. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 78 00 - Closeout Submittals.

3.06 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken.

3.07 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for Owner's benefit during and after project completion.

3.08 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

3.09 SUBMITTAL PROCEDURES

A. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the Contract Documents and coordinating related Work.

2. Generic, non-project specific information submitted as shop drawings do not meet the requirements for shop drawings.

B. Transmittal Form: AIA G810.

C. Transmit each submittal with a copy of approved submittal form.

D. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

E. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.

F. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.

G. Deliver submittals to Architect via e-mail.

H. Schedule submittals to expedite the Project, and coordinate submission of related items.

01 30 00 - 4

I. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.

J. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.

K. Provide space for Contractor and Architect review stamps.

L. When revised for resubmission, identify all changes made since previous submission.

M. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

N. Submittals not requested will not be recognized or processed.

Charleston Center Renovation 01 32 16

CONSTRUCTION PROGRESS SCHEDULE

01 32 16 - 1

SECTION 01 32 16

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

B. Construction progress schedule, with network analysis diagrams and reports.

1.02 REFERENCES

A. AGC (CPSM) - Construction Planning and Scheduling Manual; Associated General Contractors of America; 2004.

B. M-H (CPM) - CPM in Construction Management - Project Management with CPM, O'Brien, McGraw-Hill Book Company; 2006.

1.03 SUBMITTALS

A. Within 10 days after date of Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major contractors have reviewed and accepted proposed schedule.

D. Within 10 days after joint review, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

1.04 QUALITY ASSURANCE

A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with 3 years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request.

1.05 SCHEDULE FORMAT

A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRELIMINARY SCHEDULE

A. Prepare preliminary schedule in the form of a horizontal bar chart.

3.02 CONTENT

A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

B. Identify each item by specification section number.

C. Identify work of separate stages and other logically grouped activities.

D. Provide sub-schedules to define critical portions of the entire schedule.

E. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

F. Provide separate schedule of submittal dates for shop drawings, product data, and samples, owner-furnished products, Products identified under Allowances, and dates reviewed submittals will be required from Architect. Indicate decision dates for selection of finishes.

G. Indicate delivery dates for owner-furnished products.

01 32 16 - 2

H. Provide legend for symbols and abbreviations used.

3.03 NETWORK ANALYSIS

A. Prepare network analysis diagrams and supporting mathematical analyses using the Critical Path Method.

B. Illustrate order and interdependence of activities and sequence of work; how start of a given activity depends on completion of preceding activities, and how completion of the activity may restrain start of subsequent activities.

C. Mathematical Analysis: Tabulate each activity of detailed network diagrams, using calendar dates, and identify for each activity:

1. Preceding and following event numbers.

2. Activity description.

3. Estimated duration of activity, in maximum 15-day intervals.

4. Earliest start date.

5. Earliest finish date.

6. Actual start date.

7. Actual finish date.

8. Latest start date.

9. Latest finish date.

10. Total and free float; float time shall accrue to Owner and to Owner's benefit.

11. Monetary value of activity, keyed to Schedule of Values.

12. Percentage of activity completed.

13. Responsibility.

D. Analysis Program: Capable of compiling monetary value of completed and partially completed activities, accepting revised completion dates, and recomputation of all dates and float.

E. Required Reports: List activities in sorts or groups:

1. By preceding work item or event number from lowest to highest.

2. By amount of float, then in order of early start.

3. Listing of activities on the critical path.

3.04 REVIEW AND EVALUATION OF SCHEDULE

A. Participate in joint review and evaluation of schedule with Architect at each submittal.

B. Evaluate project status to determine work behind schedule and work ahead of schedule.

C. After review, revise as necessary as result of review, and resubmit within 10 days.

3.05 UPDATING SCHEDULE

A. Maintain schedules to record actual start and finish dates of completed activities.

B. Indicate progress of each activity to date of revision, with projected completion date of each activity.

C. Annotate diagrams to graphically depict current status of Work.

D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

E. Indicate changes required to maintain Date of Substantial Completion.

F. Submit reports required to support recommended changes.

G. Provide narrative report to define problem areas, anticipated delays, and impact on the schedule. Report corrective action taken or proposed and its effect including the effects of changes on schedules of separate contractors.

3.06 DISTRIBUTION OF SCHEDULE

A. Distribute copies of updated schedules to Contractor's project site file, to Subcontractors, suppliers, Architect, Owner, and other concerned parties.

01 32 16 - 3

B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules.

Charleston Center Renovation 01 40 00

QUALITY REQUIREMENTS

01 40 00 - 1

SECTION 01 40 00

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. References and standards.

C. Mock-ups.

D. Control of installation.

E. Tolerances.

F. Testing agencies and services.

G. Control of installation.

H. Defect Assessment.

1.02 RELATED REQUIREMENTS

A. AIA Document A201 General Conditions of the Contract for Construction, South Carolina Division of Procurement Services, Office of State Engineer Version.

B. Section 01 60 00 - Product Requirements: Requirements for material and product quality.

1.03 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;

2008 (Reapproved 2014).

B. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2014.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2013.

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;

2012a.

E. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2014a.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2013.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Conformance with Contract Documents.

k. When requested by Architect, provide interpretation of results.

01 40 00 - 2

2. Test report submittals are for Architect's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information.

D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data.

1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product, but must be acceptable to Architect.

E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

F. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner.

1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

1.05 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.06 TESTING SERVICES

A. The college will hire an independent third-party inspector to perform required IBC chapter 1 tests and inspections. The contractor will be responsible for other test and inspections.

B. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, ASTM C1093, and ASTM D3740.

2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329.

3. Laboratory: Authorized to operate in the State in which the Project is located.

4. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

01 40 00 - 3

B. Comply with manufacturers' instructions, including each step-in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 MOCK-UPS

A. Before installing portions of the Work where mock-ups are required, construct mock-ups in location and size indicated for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work. The purpose of mock-up is to demonstrate the proposed range of aesthetic effects and workmanship.

B. Accepted mock-ups establish the standard of quality the Architect will use to judge the Work.

C. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes. Provide installation of storefront and metal panels.

D. Assemble 6 feet by 6 feet mock-up wall. Location to be determined.

E. Accepted mock-ups shall be a comparison standard for the remaining Work.

F. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Architect.

3.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 TESTING

A. See individual specification sections for testing required.

B. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products.

5. Perform additional tests and inspections required by the specifications.

6. Submit reports of all tests/inspections specified.

C. Limits on Testing Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

D. Contractor Responsibilities:

01 40 00 - 4

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect.

F. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

3.05 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

01 45 33

CODE-REQUIRED SPECIAL INSPECTIONS

01 45 33 - 1

SECTION 01 45 33

PART 1 GENERAL - NOT USED

1.01 SECTION INCLUDES

A. Code-required special inspections.

B. Testing services incidental to special inspections.

C. Submittals.

1.02 DEFINITIONS

A. Code or Building Code: 2021 Edition of the International Building Code and, more specifically, Chapter 17 - Structural Tests and Inspections, of same.

B. National Institute of Standards and Technology (NIST).

C. Special Inspection:

1. Special inspections are inspections and testing of materials, installation, fabrication, erection or placement of components and connections that require special expertise to ensure compliance with the approved contract documents and the referenced standards.

2. Special inspections are separate from and independent of tests and inspections conducted by the Contractor for the purposes of quality assurance and contract administration.

1.03 REFERENCE STANDARDS

A. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2013.

1.04 SPECIAL INSPECTION AGENCY

A. The Contractor will employ services of a Special Inspection Agency to perform inspections and associated testing and sampling required by the building code.

B. The Special Inspection Agency may employ and pay for services of an independent testing agency to perform testing and sampling associated with special inspections and required by the building code.

C. Employment of agency in no way relieves Contractor of obligation to perform work in accordance with requirements of Contract Documents.

1.05 QUALITY ASSURANCE

A. Special Inspection Agency Qualifications:

1. Independent firm specializing in performing testing and inspections of the type specified in this section.

PART 3 EXECUTION

2.01 SCHEDULE OF SPECIAL INSPECTIONS, GENERAL

A. See Statement of Special Inspections following this section.

B. Frequency of Special Inspections: Special Inspections are indicated as continuous or periodic.

1. Continuous Special Inspection: Special Inspection Agency shall be present in the area where the work is being performed and observe the work at all times the work is in progress.

2. Periodic Special Inspection: Special Inspection Agency shall be present in the area where work is being performed and observe the work part-time or intermittently and at the completion of the work.

2.02 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE

A. Mechanical and Electrical Components:

1. Anchorage of electric equipment required for emergency or standby power systems;

01 45 33 - 2 periodic.

2. Installation and anchorage of other electrical equipment; periodic.

2.03 SPECIAL INSPECTION AGENCY DUTIES AND RESPONSIBILITIES

A. Special Inspection Agency shall:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified reference standards.

3. Ascertain compliance of materials and products with requirements of Contract Documents.

4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of work or products.

5. Perform additional tests and inspections required by Architect.

6. Submit reports of all tests or inspections specified.

B. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect.

C. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

2.04 TESTING AGENCY DUTIES AND RESPONSIBILITIES

A. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of work or products.

5. Perform additional tests and inspections required by Architect.

6. Submit reports of all tests or inspections specified.

B. Limits on Testing or Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the work.

C. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect.

D. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

2.05 CONTRACTOR DUTIES AND RESPONSIBILITIES

A. Contractor Responsibilities, General:

1. Deliver to agency at designated location, adequate samples of materials for special inspections that require material verification.

2. Cooperate with agency and laboratory personnel; provide access to the work, to manufacturers' facilities, and to fabricators' facilities.

3. Provide incidental labor and facilities:

a. To provide access to work to be tested or inspected.

b. To obtain and handle samples at the site or at source of Products to be tested or inspected.

c. To facilitate tests or inspections.

d. To provide storage and curing of test samples.

4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing or inspection services.

01 45 33 - 3

5. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

Statement of Special Inspections Project: Charleston Passport Center Renovation Permit Number:

Project Location:

Owner/Address: City Zip

Registered Design Professional In Responsible Charge: Jeffrey mark Dillon

Address: 1226 Yeamans Hall Rd

City: Hanahan State: SC Zip: 29410 Phone: 843-566-0161

E-mail: Markd@adcengineering.com

This statement of Special Inspections attached is submitted as a condition for permit issuance in accordance with Section 1704 of the 2021 International Building Code. It includes a Schedule of Special Inspection Services applicable to the above referenced project as well as the identity of the individuals, agencies, or firms (completed by others) intended to be retained for conducting these inspections. The Special Inspection Coordinator (Registered Design Professional In Charge of Administering Special Inspections) shall keep records of all inspections and shall furnish interim inspection reports to the Engineer of Record (Registered Design Professional in Responsible Charge of Construction Documents) at a frequency agreed upon by the permit applicant and Building Official prior to the start of work. Discrepancies shall be brought to the immediate attention of the Contractor and the Engineer of Record for correction. If the discrepancies are not corrected, the Special Inspection Coordinator shall bring the discrepancies to the attention of the Building Official and the Engineer of Record prior to the completion of that phase of work. The Special Inspection Coordinator shall submit a Final Report of Special Inspections to the building official at the conclusion of the project and before a certificate of occupancy will be issued.

Statement of Special Inspections encompass the following disciplines:

Structural Mechanical/Electrical/Plumbing Architectural Other:

Prepared by:

Jeffrey Mark Dillon Type or Print Name

Signature

October 28,2024 Date

Preparer’s Seal and Signature Required

To be filled out by the jurisdiction and returned to applicant Building Official’s Acceptance of Special Inspections

Frequency of Interim reports: Monthly Bi-Monthly Upon Completion Per Attached Schedule

Signature Date TMS Permit Number

Schedule of Inspection and Testing Agencies

This Statement of Special Inspections includes the following building systems:

Soils and Foundations Wood Construction Cast-in-Place Concrete Architectural Components Precast Concrete Mechanical & Electrical Systems Masonry Storage Racks Structural Steel Spray Fire Resistant Material Cold-Formed Steel Framing Special Cases

Special Inspection Agencies Firm Address, Telephone, e-mail

1. Special Inspection Coordinator (Registered Professional in Responsible Charge of Administering Special Inspections)

2. Inspector

3. Inspector

4. Testing Agency

5. Testing Agency

6. Other

Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner’s Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work.

Qualifications of Inspectors and Testing Technicians

The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official and shall be in accordance with the building code or any particular requirements of the specifications or material specific referenced standards. The credentials of all Inspectors and testing technicians shall be provided if requested.

Special Inspection Definitions

Continuous Special Inspection - Special inspection by the special inspector who is present when and where the work to be inspected is being performed.

Periodic Special Inspection - Special inspection by the special inspector who is intermittently present where the work to be inspected has been or is being performed. Unless noted otherwise 100% of the work designated for inspection shall be inspected.

MATERIAL / ACTIVITY

SCOPE OF SERVICE

1705.1.1 Special Cases

Post Installed Anchors

Installer Qualifications Review installer training records to confirm they have received manufacturer training per the contract documents

Anchor Installation

Continuously inspect complete process of anchor installation in accordance with requirements of approved ICC ESR report. As minimum review installation procedures including drill bit type, drilling methods, hole preparation and cleaning, spacing, edge distance, embedment depth, adhesive installation, rod installation, curing time, and anchor torque to ensure compliance with manufacturer’s instructions and construction documents.

(All anchor holes must be inspected during drilling, all anchor holes must be inspected prior to anchor installation, all anchors shall be inspected at final application of required torque)

1705.3 Concrete Construction

Inspection of reinforcing steel, including prestressing tendons, and placement

Periodically inspect reinforcing steel placement in accordance with contract documents and approved shop drawings to confirm size, spacing, cover, positioning, bends, grade, laps, supports and anchorage.

(100% inspection rate immediately prior to placing concrete)

Inspection of anchors cast in concrete

Periodically inspect size, positioning, embedment, and projection of anchor rods is in accordance with contract documents and approved shop drawings.

(100% inspection rate immediately prior to placing concrete)

Continuously inspect concrete placement and consolidation around anchors.

(100% inspection rate during concrete placement)

Inspection of anchors post-installed in hardened concrete members.

Continuously inspect complete process of anchor installation in accordance with requirements of approved ICC ESR report. As minimum review installation procedures including drill bit type, drilling methods, hole preparation and cleaning, spacing, edge distance, embedment depth, adhesive installation, rod installation, curing time, and anchor torque to ensure compliance with manufacturer’s instructions and construction documents.

(All anchor holes must be inspected during drilling, all anchor

Verifying use of required design mix

Periodically review batch tickets to confirm the appropriate approved mix design is being used for the location in which concrete is being placed (100% review rate during concrete placement)

Periodically verify that water added at the site does not exceed that allowed by the batch ticket

Sample fresh concrete to fabricate specimens for strength tests, perform fresh unit weight density, slump and air content tests, and determine the temperature of concrete

Continuously test concrete compressive strength (ASTM C31 & C39), fresh unit weight density (ASTM C138), slump (ASTM C143), air-content (ASTM C231 or C173) and temperature (ASTM C1064).

Samples for preparing unit weight density specimens and measuring air content shall be obtained at the point of placement.

Slump measurements are for reference only and shall not be a basis of rejection.

Threshold for fresh unit weight density shall be in accordance with approved mix design submittals

(Frequency of…